Shambhala Village

Shambhala Village Accessible Technology for Flex-Shell Organic Architecture for Durable Earthquake & Tornado Safe Buildings and Protected High-Production Gardens

Shambhala Village is a place of hope for humanity to apply courageous and graceful cures to the root causes of climate change by providing accessible, inspired and inspiring technical solutions. Many technologies are demonstrated and explored, such as Insul-tanks for reliable concentrated farming, solar thermal storage, water purification and water storage, but all revolve around a core solution c

alled Flex-Shell Architecture or, more precisely, Flex-Shell Core Monolith Architecture. Flex-Shell Core Monolith Architecture is an accessible ultra-durable building method for hurricane, tornado and earthquake safe buildings. These sheltered-garden endowed buildings embody the harmonious acceptance of change by telling a story through form, a story that can transcend time; a story of independence and the honoring a diverse collective of private individual perspectives and; a story of how to align with the bountiful and enduring spirit of life by engaging in a responsive and respectful dialogue with the ecology, geology, seasons, winds, sun cycles and all the relationships relevant to the preservation of a strong, enduring peaceful home for future generations. A special high-strength composite is used for strong thin shells to make an ultra-sturdy curvilinear core design. The composite is reinforced with two complimenting kinds of basalt fibers, a refinned pozzolan that enables the shell to gain strength instead of weaken over time, and a special closed-sperical-cell aeration that makes it water tight, resistant to damage from sharp impacts, like bullets, because of the cushioning effect of the aeration and high compressive/cohesive strength of the composite shell, and the spherical aeration that permanently prevents chemical expansion reactions, such as rust and ice, from damaging the shell. The properties of this simple composite recipe essentially causes the reinforcing and building to become like a fossil that can possibly traverse the oceans of time like no other material created by man. The shell composite is applied to a sturdy wire frame made using an easy and fun hands-on method that allows for the smooth blending of precisely controlled curvilinear shapes and the exploration of forms that are hard to even imagine. This initial core phase is for a stand-alone sturdy core of the building that is is called a Core Monolith Flex-Shell Pavilion. It consists of many design elements that blend into a singular monolithic flexible shape to help the entirety of the building distribute bending strains that would otherwise be damaging. The core primarily consists of a double-shelled structural sandwich, or stress-skin roof, built around a curvilinear wire-block truss frames. These light curved trusses are broad enough to support long reaching spans, if needed, while providing an insulating thickness. The hollow volume around and in between the trusses is later filled with an ultra-light cellularconcrete (closed-spherical-cell aeration plus mortar) that can be pumped in thru a tiny hole. This insulating fill provides high-impact protection. The Core Monolith is also defined by the curled-edge and fluidly shaped cantilevered awning and the funnel shaped columns that smoothly blend the structural-sandwich roof shape and awning together. At a carefully chosen building site, thoughtful consideration is also given to the land, natural drainage, ecosystem, potential weather and seasonal sun cycles and angles. During the construction of the building, the design can morph and refine to accommodate new perspectives that come to light. For long term stability the columns are carefully integrated into the natural drainage and terrain. Retaining walls, made using the same high-strength shell & reinforcing material, are then used to terrace the flat living area around the deeply rooted columns make to make a level pad that diverts runoff away. Properly reinforced retaining walls require much less resources when using these shell materials that provide a vialble alternative to relying on destructive Earth leveling techniques that often result in unpredictable erosion and foundation stability problems. Secondary terraced flat areas around the building serve as long-term erosion control by receiving runoff water. They slow the water down to build soil and protect the areas directly around the building, while providing gardens that can benefit from the extra water and protection from the building. These terraced gardens may also include native plants and stabilize the natural terrain and ecology, improving soils. Benefiting the natural ecosystem and soils not only provides long term stability for the foundation and structures, it benefits the sheltered gardens above the funnel gardens and around the building by seeding the immunity protection of wild soil fauna and providing the pest protection of birds, lizards and insects that are already existing in a long-developed balance under the largely unbroken canopy of plants and trees. This design approach allows for the native life to be kept close to the building in a safe, beautiful and complimenting way that doesn't crowd the sheltered gardens and flat living and access areas with wild vegetation. These fire-proof buildings illustrate natural belonging and the mutual benefit of stability by integrating thoughtfully with the natural drainage, geology, ecology, anticipated weather extremes and all circumstances and relationships from the real design/build perspective. The sheltered rain-runoff watered gardens around the building, that are also in the cupping reservoirs above the awnings, imply a lifestyle that can, when needed, endure by being independent. These forms do imply some isolation from the hustle-&-bustle of city life thru natural integration into a terrain that is more welcoming to Flex-Shell Architecture when it is more steep and wild, but this level of independence is crucial for a healthy vibrant community of individuals. Being able to reliably produce locally with high-tech gardens that can be protected from weather extremes, can help communities endure hard times. The capacity to be somewhat independent when needed encourages fair wages that are befitting of independent people who are not so desperate and so vulnerable to exploitation. The Entry Wall Phase is a follow-up stage of construction that keys into the rounded profile between the columns so the walls cannot fall inward or outward during an earthquake. These sheltered entry walls contain the doors and windows and can be made in the protection of the pavilion and made from the same material or different materials such as cob, straw bale, sandbags, wood frame or adobe. These walls may also contain the electrical and plumbing and express the arcitectural preference of the time since they are likely to be much less durable than the Core Monolith. Since the singular focus of the Core Monolith Flex-Shell Pavilion is long term stability through integration, interaction, dialogue and understanding of the natural circumstance, the focus of the entry wall designs can be freed up to be expressive of individual uniqueness and preference. A home can house a true individual who is freed by meaningfully expressing respect for the freedom and independence of others.

Flex-Shell Core Pavilion Framing - This is a simplified version of the internal framing pattern for the round columns an...
02/04/2025

Flex-Shell Core Pavilion Framing - This is a simplified version of the internal framing pattern for the round columns and the insulating structural sandwich roof. The pattern can be used for a wide variety of roof dome shapes, including very flat domes because the stress-skin effect provides ample stability. Also, the building can be any shape and does not have to be round. The truss pattern and method ensures a smoothly blended and accurate dome shape that reflects your exact specifications while also allowing you to smoothly and accurately blend complex curvilinear forms, exploring or revealing forms that cannot be easily seen, much less sketched or modeled, while maintaining your desired curves, roof heights, clearance heights and structural parameters.

It is based upon a 19' x 7' block-wire trusses that are built in place, one block at a time. As the trusses intersect, their shapes can be adjusted and blended before the final shape is fully locked in by securing the side and top reinforcing on the wire-block spacers.

This shows the first level and how to connect to the columns, but the triangular frame pattern is simply continued for the remainder of your roof. The initial curves, from 2 feet above finished floor height to 5.5 feet, is a 15.5 feet radius that seems best for good head and shoulder clearance around columns for tall people.

You don't really have to fill the hollow void around the frame with foamed cement, because the hollow stress-skin form is very sturdy, but you could and that would enhance the stability and thermal performance. To provide a perspective of the many options available for internal fill, you could put in whole bottles, pointed down preferably, bulky rubble from torn down or destroyed buildings, and shovel in gravel and sand. The stress-skin frame distributes the load evenly so you can have some bridging and loose bulky materials, whatever is available conveyed into the frame after the lower shell is applied, to prevent any slight distortion of your frame when loaded with many tones of fill.

Lower cost fire proof structures that can be integrated into wild terrain and drainage, that can last for many generations, handle earthquake strains while collecting water and providing food could come in handy.

The Core Pavilion, the core shelter is emphasized with this method. The entry walls between columns could be built with other materials, such as cob and those walls can express many possibilities in architecture because they can be closets, small rooms such as bathrooms, shelves or anything because the flat floor under the pavilion provides quality foundation and allows design flexibility for the entry walls. The reactive powder shell mix minimizes the use of high-energy cementitious material, even less than what is needed for typical foundations for heavy, load-bearing earthen walls, especially when considering the thin shell advantage of maximizing long-term stability and so increasing the service life of a structure. The 1/2 inch high-strength self-healing reactive powder shell is properly reinforced and best supported in a flex-stable fluid form, a curvilinear shape that can distribute bending strains and resist damage caused by tornados. It is still massive construction and anchored well to the ground.

Also, the shell material is used for retaining wall approach to a foundation environment that integrates the columns and flat pads and access pads into the natural drainage and ecology for long term stability. This also creates a water resource conservation environment that emphasizes runoff storing gardens that provide stability and other advantages.

The method and materials are different but accessible and user friendly to first timers because the composite batches are only 3 to 6 gallons and the framing is a one-piece-at-a-time assembly. With the right training and tools, it can be faster than traditional methods for finished methods for insulated roofs.

FLEX-SHELL CORE  PAVILION ARCHITECTURE - An Introduction to the Training Material and Philosophy - by Doug Lacy - Septem...
09/17/2023

FLEX-SHELL CORE PAVILION ARCHITECTURE -
An Introduction to the Training Material and Philosophy
- by Doug Lacy - September 17, 2023

By using fluid curvilinear form for an initial core building to enhance stability, conserve material and durably integrate into the natural drainage and ecology, Flex-Shell Core Pavilion Architecture is able to express adaptable organic form that is authentically rooted into the defining principles of sustainability for a variety of possible finished designs.

Upward flaring funnel columns, curvilinear single shells and an insulating structural-sandwich double shell roof are shaped and blended together accurately by using a special free-form framing method. This framing method not only allows the structural parameters of the design, defined by simple 2-D cross-section graph paper sketches, to be followed accurately, it also allows hands-on exploration of organic form by enabling forms to be blended smoothly and accurately. By emphasizing hands-on tactile exploration of form as part of the designing method, advantage is created over advanced computational parametric design by allowing further customization and adaptation to emerging situations during construction. Also, this method of design and low-cost construction available to anyone.

THE FRAME MATERIAL - This is a fast method that first uses a light, hardware-store-accessible grid-wire metal called 6" x 6"-10 gauge Welded Wire Remesh fabric that is best purchased in 8' x 20' mats. Each mat is first cut into 7 - 2' x 8' sheets and 3 - 0.5' x 8' single grid ribbons and trimmed to have smooth edges.

BLENDED CURVILINEAR TRUSSES - The 2' x 8' sheets are then cut into 3 - 2' x 1.5' sheets and 1 - 2' x 2' sheets. The 3 - 2' x 1.5' grid flats are folded into wire frame spacer blocks for the block-wire trusses using a simple metal bending apparatus. One fold is placed in the 2' x 2' grid flat so it can be used to reinforce one side and either the the top or bottom of a truss frame segment. For this special side and bottom/top reinforcing of the wire-block adjustable curve truss, 2 cuts are made on the side after the single fold to allow the truss to curve as needed while being thoroughly reinforced into a proper and sturdy truss geometry. Attachments are made quickly with a 3/4 inch SC7C pneumatic hogring or 'C' ring tool.

Truss Configuration for Accurate Curves - The center of each cylindrical column contains a truss frame. The frame curves inward, following about a 15.5' radius, starting 2 feet above finished-floor height to ensure proper head & shoulder clearance around the funnel columns and to help ensure a standard door frame can fit between the finished-floor height and the top of the entry archway between columns. At around 4.5' above finished floor height, the curved truss branches outward into two branches. These 'Y' frames reach outward and up while curving in to connect to the adjoining 'Y' This section of roof-to-column framing contains all the transition radiuses, the small radius that transitions from the 15.5' radius of the funnel columns to the larger shallow radius of the main roof's elliptical dome. Many shapes are possible but this approach conserves materials without compromising maximum stability.

The branching 'Y' columns curve inward, intersect and follows the perimeter of your desired building shape. This can be an ellipse, but can be many possible shapes, like 'L' shaped building layout or a tapering dome, whatever design best responds to the terrain and building needs. That zig-zag configuration of connecting 'Y' shapes is reinforced with horizontal trusses above the columns and below where the adjoining truss branches join up. This forms a series of opposite-facing sturdy triangles as the supporting frame for the dome that continues to form the middle roof and supports the single-shell awning that skirts the perimeter

TAPERED HORN TRUSS - A tapered horn truss is attached to the center of the Lower Lateral Truss at the top of the entry arch. This curling tapered shape establishes the transitional shape between the thick stress-skin roof to the single shell awning directly between the trusses and directly between the funnel bowl roof gardens. This helps control the shape of your entry arch and helps control the shape of the roof garden bowls above and to the outside of the columns. This helps ensure that the bottom of the garden bowls is wide enough so they can be more easily coated with the hand-applied reactive powder shell mix as it is more difficult to plaster a tight concave shape. Also, this helps you place the brass drain pipe in the lowest point of the gardens so it can drain to the outside using 3/4 inch female NPT connects that are recessed into the shell and protected during construction.

The framing process is an accurate free-form blending of sturdy complex curves within design parameters. One person processes the 2' x 8' sheets of steel into the needed pieces for either truss frame or surface shell, and then passes them to the framer who can use the pieces faster than they are made so the person working on the ground can offer extra support for the person on the latter or scaffold.

THE LATH SURFACE-SHELL FABRIC - A surface skin of metal fabric is also firmly attached to the fluidly shaped curvilinear frame and funnel columns using the same hogring gun. The 3.4 gauge, 3.4 lbs per yard, of expanded metal plaster lath is securely attached by slicing a tiny hole with snips where attachments are made while making sure the edges of the sheets are tight in small. The full sheets are 8'2" x 2'3" but those large sheets are cut in half or in thirds to attach to better control the desired overlap and not accidentally leave small gaps.

This frame provides ideal support and reinforcing for the thin curving surface shell. This approach enables a thinner, stronger to be properly reinforced. This conserves materials and labor. Also, slowly, using only one laborer, without structural consequences for cold joints. The frame makes the whole design easier to execute and more accessible to inexperienced builders.

THE SURFACE SHELL MATERIAL - The surface shells are based in a small-batch cutting edge reactive powder composite design, mixing method and hand application techniques that ensures proper ex*****on of durable high-strength and self-healing thin shells. The surface shell material continues to gain strength and is enhanced with closed spherical micro cell aeration for resistance to chemical expansion damage and impacts. The high-strength self-healing shell material can be mixed in a small, low-cost mixer, if the mixing sequence is carefully followed. It is made in small batches that are less than 6 gallons to ensure consistency and the ability of one laborer to work alone, when needed. The shell material is blend of ultra refined flyash(STAR M3), Silica Fume (Eucon MSA), Fine sand (quartzite sand blasting sand 20-80 from Espey Silica Sand) regular ASTM C-140 mortar sand, Portland Cement, PVA RESC-15 Fibers, FortaFerro fibers, Plastol 5000 high-solids super plastisizer/water reducer and water.

SHELL APPLICATION TECHNIQUE - The reactive powder render (plaster) is hand-applied surface shells. It must be applied in small tiles, roughly between 3' x 2.5' and 2' x 1.5'. A thin first layer is pressed into the lath fabric. This is called the adhesion layer. While it is still very fresh and wet, a thickening layer is applied. This layer is left fairly rough, but with a proper average thickness between 1/2" to 3/4". The rough wet tile area is lightly and quickly brushed with the acrylic surface glaze. This softens the upper layer so it can be smoothed with light passes of the clean damp trowel. Once the surface is smoothed and a 45 degree angle is smoothed on the exposed edges and the upper surface is still very soft, a clean acrylic-dampened mortar scratch rake is used in light passes to leave a grooved finish for the connecting edges and surface for a final coat that will come after this base coat cures. You can use stains or 100 % acrylic paint on the surface or a combination for color. Finishing with a basic clear arcylic seal is best because the surface lacks porosity that would allow other types of water seals to work and the acrylic seal will create a durable bond. The seal is likely not necessary but will allow time for any cracks to heal up on their own and if additional coats are desired, you don't have to scrape away the seal because it will help bond.

THE INTEGRATED FOUNDATION DESIGN - Building with the flow minimizes disruption in the building environment. This is achieved by doing columns first in the more stable undisturbed ground, followed by the use of the framing and shell material for curvilinear retaining walls that protect the columns from erosion damage while terracing in the main flat pad, other flat pads and access ramps or paths that channel runoff into water-storing gardens to reverse erosion, build soils and minimize the use of heavy materials brought in. This Core Monolithic form is made sturdy by the framing methods ability to accurately blend and balance curvilinear shapes into a singular curvilinear form. This core form achieves a high level of stability by distributing deformation strains over the larger whole of the building. By regarding this Core Monolith Flex-Shell Pavilion as a stand-alone foundational building integrated into the natural drainage, long-term stability and the conservation of high-energy material is achieved.

The Core Pavilion starts as reinforced cylindrical column foundation points. If the column is attaching to soil and not sand, stone, mud, or on water, which require different column foundation designs, the column frame is simply dropped into the proper sized hole, anchored to a ’T’ post driven as deep as possible into the bottom of the hole at a steep inward angle to hold the metal reinforcing base off the ground a bit and help prevent the heavy building from being lifted in high-winds or tornado. The composite is poured in to the proper depth and the column base is plastered as a cylinder to a point that is 2 feet above finished floor height.

From there, these column bases supports the entire building frame and column frame. The columns flare upward, like a fountain or funnel-shaped mushrooms. Starting the curves at 2 feet above finished-floor height is guideline that helps proper head and shoulder clearance around the columns and enough clearance between columns for a standard door frame.

These flowing funnel shapes smoothly and accurately blend to curving forms above. The roof is an insulating curvilinear stress-skin, that may be a shallow turtle shell-like dome. That dome-like shape vary and can even be very shallow, somewhat flat on the top, depending upon the span. This is because of the deep, wire-block trusses create a sturdy stress-skin effect. That dome roof, still exerts an outward force like all domes, a stored energy tendency to flatten out, but that force is fully contained, or rigidified by the stress-skin effect, but also that force is balanced by a single-shell awning on the outside to give better support during extreme loading conditions, such as earthquakes and tornados.

The outer edges of the awning curls downward for overall stability in much the same way a paper plate is made more stable by the outer edge curling downward. This curled edge also rotates rapidly rising air back down so can function to repel wild fires from the entry walls below.

The awning, being the upper and outer part of the funnel columns, forms a single-shell bowl-like reservoir on the roof. Besides the awning shape balancing the forces in the dome it also shelters the entry walls built in later. Those entry walls are nestled into the curved archway and columns so they cannot fall inward or outward during an earthquake, and they are built upon the flat floor, so those walls are not required to be built in any specific or straight-line layout. They can be creative adaptations that bounce light and divide the rooms in unique ways, they can be built and rebuilt from changing perspectives overtime.

The entry walls have no mechanical bond to the archway or flat floor, only a chemical adhesion bond; they are plastered in to create a weather seal. This provides greater stability during earthquakes by allowing the walls and roof to move independently under extreme earthquake conditions, in the same way the center pole in a pagoda is allowed to move independently to help stabilize the building during an earthquake.

Material costs and labor are conserved and a very durable structure is achieved by focusing on those structural goals, focusing on long-term stability as a shape-guiding priority for the core of the building, which is properly supporting an insulating stress-skin shell roof with fluid-form columns and flexible, or flex-stable, curvilinear outer shells that balance the outward pushing force in the dome, while secondarily sheltering the eventual entry walls.

Additionally, this column approach and curvilinear shell method lowers the cost of the foundation and makes it possible to integrate the flat pads for the building environment into the drainage to reverse erosion and enhance the surrounding ecological diversity, by managing the runoff via a water-storing garden environment. Like the surrounding runoff gardens, the bowl shapes above the columns can function similarly to store and manage water below garden soil but in a more protected roof garden. This approach to core design first, allows the entry walls to be more creative and adaptable and also provides long-term stability that happens to encourage stewardship and legacy-durable productive estate.

PHILOSOPHY OF FLEX-SHELL CORE MONOLITH ARCHITECTURE -

This foundational shelter approach imparts an authentic appeal to the finished organic design by using the geometry of relationship in the bones of the building, a responsive dialogue with the natural conditions. The principles of long-term stability, guarding life with durability, independent sustainability and harmonious integration with the natural conditions, is communicated, not for the sake of having that appeal communicated, but because the building is authentically founded upon these principles. This is similar to how music may have an appeal because, despite the infinite and personalized variations, the internal geometry of music provides a kind of authenticity, a stable scaffolding for adaptation, interpretation and expression. Core Monolith achieves this by prioritizing extreme durability, accessibility and a geometry of communication and resonates with connecting forms and a resonates with the sacredness of enduring life not just surviving, but thriving in bounty and adaptable connection.

The Core Monolith method seems to draw attention to solutions in the context of our tendency to resist solutions that oppose norms. Organic form, alternative building methods can, like rectilinear design, also impose costly and disconnected abstractions that collide with the natural supporting flow of reality. Often, less durable building methods are touted as sustainable but justified as such with only adornments that promote a kind of philosophical rightness. Building stuff that will obviously fall down and wash away fairly soon, is promoted as adhering to a joyful and happy way of celebrating impermanence, a Buddhist concept intended to liberate us from existential anxiety, not as a way to justify wasting precious resources and disregarding future generations. Temporary housing for disaster relief is important and not the same as misrepresenting a concept to justify a failure to provide a genuine long-term solution for housing.

Computer generated naturalistic forms, like generative architecture and parametric architecture, although beautiful, seem to exalt the status of capturing a natural form and isolating it for just display, like an animal captured in a modernistic zoo for display.

Flex-Shell Core Monolith Pavilion Architecture is, however, different from these attempts to display nature and display solution because it engages natural organic form directly for its practical benefit.

Flex-Shell expresses less of a modernistic parametric appeal and more of an archaic aesthetic that transcends the bounds of our post civilization dominator culture. It resounds with the values of authenticity, understanding our true nature, sustainability, accessibility and thriving in nature as independents that are able to adapt and create peaceful alliances with other independents.

We have lots of new choices for how we might fit into and live in harmony with the natural world. Our living at odds with nature and each other, may have recent origins just past the fringes of recorded history. Centralized agriculture, civilization defined as a class-divided dominator state seems to be the root of a misperception about who we are and how we fit in. We survived where other species of humans failed. In the dry times when the others just migrated far and wide across the globe to find new resources, we developed abstraction skills for communication, commerce, social alliances of all kinds, including with other species, dogs. We shared resources through peaceful social alliances.

That is why we were the last to migrate out and the only one to survive the climate changes that wiped out everyone else and ended even the mammoth steppe that many depended upon to survive. This forced us to settle down in pastoral and irrigation-tech-focused agriculture communities.

These centralized production centers gave rise to the labor divided and class divided city-state and the dominator culture of civilization. The pursuit of status superimposed a constant pursuit of survival. Our unique abstraction skill, our ability to use an imaginary projection of self to better strategize in commerce and other complex social alliances, that same skill that helped us unite to survive began to cause dysfunction. We began to imagine ourselves as just our story, a doomed individual story, isolated from the whole, that must achieve and dominate others to momentarily evade that feeling of impending doom that we managed to live without in prehistory. Our natural cortisol survival response that would normally be triggered in a desperate escape from danger, became activated by social competition situations. Wars and conflict mark the beginning of the city-state production centers and domination. Despite the riches of production technology created by our unification in a labor-divided and class-divided society, a fear pervades and drives unease and compulsion to try to control, judge and be someone who we are not in order to escape that feeling of angst that we will end. That illusion really does not serve or fit into what is real or help us see what is possible. The cave art from long before civilization shows we did not see ourselves as separate.

Shifting production for basic survival back to the individual can steer us towards connecting to our natural belonging and new human potential. This is possible by supporting the creation of ultra durable, legacy durable productive estate, that are integrated into the wild instead of production centers. These estates encourage an atmosphere of peaceful alliance by supporting a diversity of high-tech micro-production enterprise, such as local production economies of goods, produce and services. Building from a foundation of responsive dialogue instead of imposing what seems best, in a way that disregards and wipes away the natural surrounding circumstances and conditions, as if they are an inconveniences that get in the way of our big displays, may be part of a solution where authentic wealth is distinguished from domination status wealth.

If we can step forward, walk softly on this earth, being carefully grounded in these values of authenticity, paying attention to and responding to, what is going on on the outside and on the inside, we can continue to walk, grounded in authentic peace towards our human potential.

Fluid curvilinear form only seems like artistic fantasy-land expression for aesthetics but it is a language of geometry,...
11/24/2022

Fluid curvilinear form only seems like artistic fantasy-land expression for aesthetics but it is a language of geometry, stability and connection. A truly balanced and stable dome is supported by funnel columns. The roof garden bowl with the curled edge awning counterbalances the lateral spread force that still exists in the structural-sandwich dome that provides an insulating thickness. This Core shape, the Core Monolith Flex Shell Pavilion, can handle a variety of deformation strains, such as seismic and intense wind loads, without damage.
The downward curled edge of that stabilizing awning is an important component of that flex-stability but it may also rotate rapidly rising air back down and so push away wild fires and protect the entry wall sheltered below between the columns and may be made from a less fire safe material.
A thinshell retaining wall, the same material, supports the infill for the level pad using curves for stability and integration into the natural drainage.

The entry walls are built on the flat pad and key into the rounded profile of the columns. Those walls can be made from many materials and architectural taste and can be changed or replaced over time.

This project saw big improvements to the curvilinear framing system, the Reactive Powder Concrete Shell Mixes and the pure binder paint.

The batch size was reduced to 6 gallons and the closed spherical-cell micro cell aeration, that protects s the composite from chemical expansion damage, such as sulfide attack, rust or ice, was reduced to 8 percent. The silica fume was bumped up to 10 percent cement but t the STAR 3 micron was kept at 13,45 percent. This ratio, plus a 1 to 1.4 sand-to-cement ratio with about 12 percent being ultra fine quartzite sand, is key to a high strength reactive powder effect and to trigger crack healing by reactivating that pozzolanic and carbonification reaction that makes this material many times stronger than concrete via ionic transfer of material and water with the large amount of free lime crammed into this composite as a by-product of the first wave of Calcium Silicate Hydrate crystal growth.

This technology is not just for special precast architectural elements in big industry, it is available to everyone for durable safe housing that is key to conserving natural resources and addressing climate change and the material is key to making trippy patio furniture.

12/06/2021

This Core Monolith Pavilion Frame features an organic staircase access to the roof gardens. A single frame detail is central to the method, the hook column frame. It is the internal frame of the funnel column and supports the canted ring truss beam at the proper angle and height. The ring truss, like the angle on the lid for a jack-o'latern, informs the trajectory of the intersecting truss segments above and so reveals a smooth shape of the dome-like roof regardless of the layout of the building.

This layout is an ellipse so is a turtle shell kind of shape but whatever the shape, whether the layout of the building is an 'L' shape or a crescent moon shape or a long-neck gourd shape, this method will allow a smooth sturdy curvilinear dome, proper clearance for a door frame in the entry walls below, and roof gardens and cantilevered awnings that shelter the entry walls below.
Building a solid insulating roof first, and integrating and terracing the level pad into the natural drainage and ecology, frees up the expressive possibilities for the entry wall architecture. Those walls can be built anywhere on the thinshell pad so the possibilities of shape, material and utility are limitless and adjustable over time because a mechanical bond between the floor and walls, and between the core monolith and walls is avoided for enhanced earthquake stability.

This is Jason and Rob, who just built their first Canted Ring Truss by themselves at a workshop.  Like the angled cut on...
11/08/2021

This is Jason and Rob, who just built their first Canted Ring Truss by themselves at a workshop. Like the angled cut on a Jack-Ol''-Lantern lid, this Truss informs the shape of the dome roof and is supported by the hook column that sets the proper angle and height of the truss. The hook column and ring truss also inform the shape of the cantilevered awning and funnel column that channel runoff and support the roof gardens.
This Core Monolith Pavilion is finished before a pad is leveled around the support columns. This allows the entry walls to be built anywhere under the pavilion and allows the elevated pad to be integrated into the natural drainage for better stability and a terraced, garden environment around the building that prevents erosion and conserves water. The high-strength surface shells are important but it is the hook column and ring truss core framing that is key to making durable homes that provides food and water and finds our belonging in nature as stewards of the land who are well supported with legacy-durable productive estate.

07/31/2021
3 Floor systems tested and the last one won.  It was the best and easiest.   First one  - The Laminated Ferrocement Tech...
07/31/2021

3 Floor systems tested and the last one won. It was the best and easiest.
First one - The Laminated Ferrocement Technique: 2+ layers of metal lath. It was great but difficult to make perfectly level and the mix was hard to spread.
The second - The Plank Method: Casting 12 inch wide bands between screed boards then casting the band in between was awesome, made it easier to level but the connection between the planks, the seams, were sometimes rough and the crack was larger if several planks were wet-bonded.
Third - Soft, Self-Leveling Mix - This Floor was easy because the mix volume was cut in half and the water reducer was bumped up from 9.5 oz to 13.5 oz. All the wait times were eliminated, mixes cranked out perfect and consistent. I recommend making plaster like this but be very careful not to add too much water as that is very easy to do. Start out with 3.5 quarts water in the sand. After adding additional water, give it a minute or two to react to reveal how wet the mix really is. It helps to puddle the additional water with the blades stopped. Use damp sand but keep dry sand on hand in case you put too much water and you can correct it by adding very dry sand as the second 4 gallons of sand. Smaller batches are way faster but you have to be careful not to add too much water.

Formula -
4 gallons drained damp sand, 3.5 quarts water, into mortar mixer.
Add 47 lbs OPC
Add 9.5 oz to 13.5 oz Plastol 5000 depending upon how runny or self-leveling you want the mix.
Mix then Pause Paddles to scrape off stuck material to ensure thorough mixing.
Add 3.5 quarts (12.5 lbs) STAR M3 Refined Pozzolan Flyash from SEFA group.
Add 1 quart Silica Fume (Eucon MSA from Euclid)
Make sure enough water is added so mix is soft but not runny. It will usually be at least one full quart here. Add it as a puddle when the blades are not turning so it cuts the water in. After this, the trick is to add small amounts and wait a minute for it to react to reveal how much water it needs. If you went way over on your water, which happens, a lot, you can add dry sand for your next sand bag you have on reserve for just such occasions. Try to keep it on the dry side at this point. When you stop the paddles it should not flow downward like lava too quickly but it should be soft and creamy and only ooze down the blades slowly.
Add 1 quart of fibers (3/4 PVA RSC 15 by Nycon + 1/4 Forta Ferro 3/4 inch by FortaCorp)
Add remaining bag of sand.
Its ok if it seems a little dry because you will add the foam.
Add 1.2 to 1.5 gallons of pre-foamed Mearlcell 3532
Stop paddles and scrape then add just the amount of water needed to get the right consistency. It will react more quickly to water now - about 6 seconds to pull the water in. Make sure your wheel barrow is wet and clean before you get it.

The PM TopCoat crack repair is:
8.5 quarts of 80-20 Silica Sand
1 quart STAR M3 Flyash
1/2 quart Silica Fume Eucon MSA
7 quarts of OPC (Portland)
Liquid in separate mixing bucket
1.5 quarts of BASF Master Emaco A-660 previously known as Acryl-60 or some equivalent high solids, high-quality Acrylic Vinyl Acetate Co-Polymer or emulsion (not Latex) should smell like ammonia, not glue.
2.5 quarts clean water. (Reserve 3/4 quart for mixing finale bit)
Add 4/5 dry into liquid, not the other way around, and mix throughly (any mixer paddle will due but spiral auger for dry pack is best.)
Add finale amount of dry and mix. Use remainder of water to bring into smooth pourable consistency

(Note: 1 bag of Dry Portland OPC is supposed to be 7.48 gallons however when you pour it out of a bag it becomes 9.0 gallons. For this reason, use the 7.48 gallon number for sand-to-cement ratio that call for a 1-to-1 or 1-to-3 and use two clean 5 gallon buckets to split bags of Portland evenly for this mix. It is better to use volume measures, rather than weight, because sand weight can vary due to moisture and composition. 1 to 1 sand mixes can be too hot and 1 to 2 can be too sandy because of the problems with measuring dry cement.

Here is why those simple-seeming formulas can be misleading: This mix is a 1-to-1.64 cement-to-sand ratio going by 7.48 gallons as a measure- 3.74 gallons OPC + 0.875 gallons Flyash (12 % to 14 % OPC by weight) + 0.25 G Silica Fume (3%to 4% OPC by weight) or, it is 1 to 2.14 not counting the reactive powders as cement, or 1-to-1.77 using the apparent volume of cement at 9 gallons per 94 pound bag but not counting the reactive powders or 1-to-1.42 going by apparent volume of cement + Reactive Powders. The reactive powders provide a structure for late-strength-gain CO2 reactions to grow in the tighter matrix. That is the coolest thing about this aerated mix is that the strength doubles from 30 to 90 days indicating that reactive powder effect and a dense reactive matrix forming around the micro bubbles instead of the bubbles distancing and killing those kind of secondary reactions.

You don’t get late strength gain with standard aerated mortar.

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1617 Silver Heights Boulevard
Silver City, NM
88061

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