CN104641048B - Waffle box body building technology - Google Patents

Abstract

The present invention relates to five (5) and six (6) sided prefabricated, pre-finished, plug-in, insulated or cast-in-place rectangular structural waffle boxes 27 designs specially designed for shelters, buildings or any similar box structures. The present invention uses waffles made of thin walls 3 or plates 4 having a pattern of indentations on all sides called ribs 5. Type I five (5) sided waffle boxes 27 are installed vertically up and down while Type II (6) sided waffle boxes 27 are installed horizontally (with extra space between waffle boxes 27) to form a shelter or building. The present invention aims to solve the backlog of affordable housing, public or private schools and other buildings or shelters in any country with an alternative construction system that is lighter but equally strong, highly resistant to earthquakes and hurricanes, and then cheaper and faster.

Description

Waffle Box Building Techniques

Waffle Box building technology is an alternative prefabricated or cast-in-place building system that is lighter but equally stronger, highly resistant to earthquakes, typhoons and hurricanes, cheaper and more readily available , and the technology is designed to address backlogs in affordable housing, public and private schools, and other small, mid-rise, or large high-rise bunkers, or construction projects in any country.

The name "lattice box" 27 of the present invention is derived from these latter meanings and terms.

A box (noun) as defined by the Microsoft Electronic Encyclopedia dictionary is "an object of square or rectangular shape", "container for objects or dry items ...", "enclosed area ...", "a small Architecture", and "Compartment...".

A lattice (noun), also defined by the Microsoft Electronic Encyclopedia dictionary, is "a pattern of indentations on both sides" or "as in the split core used for pancakes".

In technical terms, diaphragms and shear walls (see APA (The Engineered Wood Association, www.apawood.org), Design/Construction Guide), as quoted here, "a diaphragm is a act as a flat structural unit", "however, a shear wall is a vertically overhanging diaphragm. A diaphragm structure results when a series of such vertical and horizontal diaphragms are properly connected together to form a structural unit .When diaphragms and shear walls are used in the lateral design of a building, the structural system is called a "box system".

The present invention relates to prefabricated or cast-in-place structural "lattice boxes" 27 made of concrete or other materials; having a square or rectangular shape for use as shelters or defined areas of rooms, with or without wing-like protrusions 10, 10a, 10b, with perforations for windows 12b, 12c, doors 12, 12a and stairs or elevators etc. 12d forming part of a shelter or building or any other similar structure for a specific purpose.

In addition, the invention is a prefabricated or cast-in-place structural "lattice" 1, 2 (a partition formed by thin walls 3 or plates 4, with a pattern of indentations called ribs in both directions) 5, 5a , 5b, 5c, 5d "box" 27 (a series of horizontal and vertical diaphragms connected together with shear walls to resist vertical, horizontal, torsional and other building loads) It can resist earthquakes, typhoons or hurricanes at a lower cost than flat walls or panels.

Lattice wall 1 (vertical plane) is a combination of thin walls 3 and ribs 5, 5a (walls and columns in traditional designs) (Fig. ) is a combination of thin plates 4, ribs 5b, 5c (plates, beams and/or beams in conventional designs) (Figures 1, 3, 4, 5, 6, 7, 28, 27, 31, 32), lattice walls 1 and the lattice panels 2 are joined together to form a lattice box 27 .

Regarding prior art or Philippine Utility Model Registration No. 2-2001-000254 entitled "A Modular Wall Panel for Fence, Housing, or Building Unit" issued May 19, 2005, manufactured by Claude of Mandaluyong City, Philippines Edwin Andrews, whose required pre-cast modular panels were laid horizontally, with concrete poured between the joints. Identical modular panels are laid piece by piece, some with tongue and groove to achieve a specific height or length. Note that in this prior art the panel indents are strictly around the peripheral edge.

Philippine Utility Model Registration No. 2-2001-000254 is a valid model and a good contribution to the construction industry in general. This waffle box 27 invention defines very specific thin walls 3 or panels 4 (sometimes called skins) with a series of indentations (called ribs 5) extending in many directions (not just in the edges) (Fig. 2, 29).

The waffle box 27 has five (5) faces (Type I) (Figs. 1, 2, 3, 4, 25, 26) or six (6) faces (Type II) (Figs. 27, 27a, 28, 29, 29a, 29b), as the case may be. All faces of the lattice box 27 are designed to carry the structural (vertical, horizontal, torsional, etc.) loads of the building. The shape of the lattice box 27 may be square or rectangular.

The ribs 5, 5a, 5b, 5c (sometimes called flanges or chords) are rectangular or trapezoidal in shape in an easily removable form (Figs. 2, 2a, 29, 29b). The arrangement of the ribs 5 to 5d may be vertical, horizontal, diagonal, longitudinal or transverse.

The size and spacing of the ribs 5, 5a, 5b, 5c and their reinforcements are dictated by the number of floors, use of the structure, size of the room, zoning of the shelter or building and other design factors and are a product of the structural design. A strict rib (no crossing members) design is strong for loads in one direction, while a lattice 1, 2 (vertical, horizontal, diagonal, longitudinal or transverse member) (Fig. 7, 7a, 34) design is strong for two The load in the direction is solid. In the same referenced APA design guidance, it is also stated that "Diaphragms function in a manner similar to deep beams or beams, where the face plates act as "webs", resisting shear forces, while the diaphragm edge members perform "flanges "The function of resisting bending stress.

Ribs 5, 5a, 5b, 5c are sometimes redesigned for sole or special purposes. Corbels (corbel) 7, 7a, 7b, 7c (Figs. 3, 4, 5, 7, 9, 10, 11, 12, 13, 16, 38, 39, 40) are for example improved ribs, which will be Used to hold and carry the upper waffle box 27, the panel 2 or the wall 1.

The ribs or corbels 7 to 7d have holes 15, 15a, 15b, 15c, 15d for fixing, lifting and connecting. It also has sockets for mounting or securing dowels or pins 17, 17a (Figs. 9, 10, 12, 13, 16, 38, 39, 42), for carrying 14b, and for fork lifting 14c 14, 14a, 14b, 14c (Figs. 9, 10, 12, 13).

Some of the ribs or corbels 7 have welded plates 16 (Figs. 10, 12, 40, 43, 44) and welded gussets 16a (Figs. 40, 43, 44) for mutual attachment to obtain the structural integrity of the shelter or building sex.

Furthermore, some of the ribs or corbels 7, 7a, 7b, 7c are also provided with jacking cylinders/bolts 13a (Fig. 18) or jacking bolts 13b (Fig. 46) for lifting purposes. They also have vertical and horizontal targets 22 and matching channels 23 for alignment, better quality control and speed during installation.

On the lower part of the waffle box 27 ribs developed to fit these corbels 7, 7a, 7b, 7c are notches 8, 9 (figures 3, 4, 5, 6, 17, 31, 32, 45). As matching elements for corbels 7a, 7b, 7c, (Fig. 5, 7, 9, 11, 16, 17, 38, 39), welded plates 16 (Figs. 10, 12), to optimally prepare these lattice boxes 27 for integrated structural box systems for shelters or buildings .

These mating connectors, like sockets 14, 14a, 14b, 14c, dowels or pins 17, 17a, welded plates 16, welded angled plates 16a, bolts 18, 18a, 18b and holes 15b, 15c, are then fixed (Fig. 9, 11, 16, 37), grouted (Fig. 9, 38), welded (Fig. 40), screwed (Fig. 11, 39), painted or sealed 21 (Fig. 9, 11, 38, 39, 40), etc., to prevent misalignment and corrosion and to ensure the structural integrity of the shelter or building (Figs. 21, 37).

Optional features with special purpose called wing-like protrusions 10, 10a, 10b (Figs. 27, 28, 29) or galleries 8 or panels 4 are added integrally to the corners of the box. After installation according to the procedure described in later sections, the extra space 24 (Figs. 21, 27a, 36, 37) or other space surrounding the waffle box 27 receives the required wall coverings, panels, corridors or balconies or even otherwise living space without the need for additional work on site.

Perforations for windows 12b, 12c, doors 12, 12a and stairs or elevators 12, 12a, 12b, 12c, 12d etc. are incorporated into the manufacturing process, forming part of the waffle box 27 for a special purpose.

Structural boxes designed as lattices 1, 2 are lighter in weight than those designed using conventional planar walls and columns or slabs and beams or beams because of the hollow sections between the ribs 5, 5a, 5b, 5c (Fig. 2, 29). The walls 3 or plates 4 (sometimes also called skins) connecting the ribs are generally thinner. Furthermore, the term grid 1, 2 (Fig. 2, 28) fully accounts for this reduced mass.

The reduced mass or volume or weight requires thinner structural members, including foundations 26, and fewer or smaller steel reinforcements or similar structures, thus making the shelter or building less expensive.

Other prior art is worth mentioning as it is useful for understanding the present invention.

Philippine Patent No. 24939, published on December 26, 1990, entitled "Shelter Components and Stocking Process for Multi-Storey Building", inventor: Cesar V. Canchela, Quezon City, Metro Manila, Philippines, at Protection is claimed in item 1, "a unitary prefabricated reinforced concrete body of similar rectangular shape with open longitudinal ends", "the body has a planar bottom wall", "a pair of opposing planar side walls", "a pair of spaced apart outwardly extending column members”, “a pair of opposing support members” and a “planar top wall”. Figures 1 and 2 of said prior art also describe this claim.

The special technical feature of the planar box having a flat surface with end columns differs from the lattice box 27; the lattice box 27 has thin walls 3 and plates 4 with a pattern of indentations called ribs 5 to 5d .

The planar box has columns, but the lattice box 27 does not. A planar box has flat walls, while a lattice box 27 has thin walls 3 with a pattern of vertical, horizontal or diagonal ribs 5 . The planar box is closed on the top and bottom panels, whereas the waffle box 27 may be closed or open, assuming peripheral corbels 7, 7a, 7b, 7c, 7d or notches 8 for the structural integrity of the waffle box 27 , 9 or other ribs are retained. Lattice boxes 27 with open panels 12d are used for stairwells, ventilation shafts, elevators, ducts, doorways or the like, whereas closed planar boxes do not have these features. The planar box body and the grid box body 27 are different in form and appearance.

Additional research was carried out at http://patentscope.wipo.int/search/en/search.jsf and it was shown that no results were even remotely similar to the present invention.

For example the grating grooves described below relate to grooves.

Http://patentscope.wipo.int/search/en/detail.jsf? docld=WO2005056936&re cNum=l&maxRec=l&office=&prevFilter=&sortOption=&queryString=FP%3A%28waffle+box+concrete%29&tab=PCTDescription

International application number PCT/AU2004/001728, inventor Stephen Cordell, titled "Slab Tank".

The Lattice Box 27 construction technique is consistent in its purpose to provide a lighter but equally strong, highly resistant to typhoons, hurricanes and earthquakes, cheaper, and faster construction methods to address affordable housing, Backlogs in public and private schools, and other shelters or construction work.

The waffle box 27 has punched openings in its vertical walls for the windows 12b, 12c and doors 12, 12a (Figs. 5, 6, 30, 31, 32). A door opening 12a (closed during casting, but openable afterwards) (Fig. 2, 25) located more or less in the mid-span of the longer vertical side walls, designated for room expansion to the side Uses (Figures 22, 23, 24). This extension is equivalent to a minimum half (1/2) size of the lattice box 27 (Fig. 24), equivalent to one lattice box 27 (Fig. 23) or equivalent to a maximum of two lattice boxes 27 (Fig. 22), to allow Occupants, users, or buyers have more options for expansion.

Some waffle boxes 27 (Fig. 27f) have punch-through openings 12d for panels, for stairwells, ventilation shafts, elevators, pipe ducts, porticoes or the like. The openings may be resized accordingly, provided that peripheral corbels or notches or other ribs are retained to maintain the structural integrity of the waffle box 27 .

Other waffle boxes 27 are manufactured with limited or even no walls on the front and rear sides (Fig. 27e) to give the designer options for larger windows and doors. Apart from this design option, this type of lattice box 27 is best suited for mass production, since the free and open end features pave the way for quick and easy dismantling of the internal structure. This also makes the waffle box 27 lighter.

In some cases, the positioning of waffle boxes 27 may be done perpendicular to other waffle boxes 27 to maintain the structural integrity of the shelter or building in both lateral directions. This type of mixed location requires some features of the waffle box 27 to be adaptable.

Additionally, in cases where these waffle boxes 27 (without front or rear walls) (Fig. 27e, 27f) lack the necessary lateral framing due to the removal of their front and rear walls, structural engineers can integrate Cast-in-place structural elements, such as walls, beams, etc., to complete a structurally viable shelter or building.

Typical features of a five (5) side Type I or six (6) side Type II waffle box 27 are described in the preceding paragraphs.

Type I five (5) sided waffle boxes 27 and Type II six (6) sided waffle boxes 27 have different installation procedures. Both processes are claimed in the present invention.

A. Type I lattice box 27 (5 sides, the bottom plate is open, and the whole set is vertical up and down)

Type I waffle boxes 27 have five (5) sides. The bottom plate remains open. This opening is designed for mounting to the upper panel of a waffle box 27 of the same type I. They are mounted vertically one above the other (Fig. 20).

Type I waffle boxes 27 (Figures 1, 2, 3, 4, 5, 6, 7) differ in width and length but are the same in height when positioned in any part of a shelter or building (Figure 26). Type I lattice boxes 27 are installed in a linear progression from the foundation 26 or bottom until the boxes reach the highest platform (Fig. 20, 21); therefore, each column of boxes must have the same width, length and height . The user of the present invention may choose a Type I waffle box 27 of another width and length but the same height in a shelter or some other part of the building, but must follow the installation of the same waffle box 27 from the foundation 26 or bottom until Its general rule of reaching the highest platform (Figs. 20, 21).

The practice of using different Type I waffle boxes 27 in a shelter or building provides design flexibility to the user. However, it is advisable to use the same waffle boxes 27 in any part of the building, to save on the cost of building prototypes and to benefit from economies of scale in operation.

A series of pre-designed lattice panels 2 or lattice walls 1 (Fig. 27d) must be installed around these Type I lattice boxes 27 to complete the structural box system of the shelter or building. Detailed specifications of standard joints, such as dowels or pins 17 to 17b, bolts 18 to 18b, welded plates 16 and welded gussets 16a, are available to the user to choose from.

B. Type II waffle boxes 27 (6 sides, complete set is horizontal with extra space 24 between waffle boxes 27)

Type II waffle boxes 27 have six (6) sides. They have the same width, length and height in all parts of the shelter or building (Fig. 36, 37).

Type II waffle boxes 27 are placed horizontally, spaced apart with consistent spaces (Fig. 27a), thereby forming an extra space 24 or room or unit between them. The horizontal distances between the center of each thin wall 3 of the lattice box 27 and the center of the extra space 24 are equal ( FIGS. 36 , 37 ). As a general rule, the centerline of the thin wall 3 is in line from the foundation 26 (Fig. 45) or bottom up to the highest platform. Type II waffle boxes 27 have the same length, width and height (Fig. 27b).

On the adjacent next upper level, the installation of Type II waffle boxes 27 must start directly above the leftmost or rightmost extra space 24 and proceed progressively towards the other end (Fig. 27a). The lattice walls 1 and lattice panels 29 are optionally introduced to an outer end (Fig. 27c) to complete the floor or level of the shelter or building. The horizontal installation of Type II waffle boxes 27 is repeated on the adjacent next upper level until the structural box system of the shelter or building is completed (Figs. 27a, 36, 37).

Using this horizontal installation process for Type II waffle boxes 27 means that when "X" waffle boxes 27 are installed, the result is "2X" usable boxes or spaces (FIGS. 36, 37) created, while End lattice walls 1 and modular lattice panels 29 (Fig. 36) are introduced at one of the outer ends to complete the structural box system of the shelter or building. Being a prefabricated structural system, coupled with this special method of horizontal installation, the construction period of the bunker or building is much shorter compared to construction carried out using traditional methods (column, beam, slab, wall system).

Assuming that the user of the present invention chooses to design an inner gallery shelter or building (Fig. 27a) (two lattice boxes facing each other with a common corridor), the horizontal installation of the row of lattice boxes 27 facing the first row Should be alternating; waffle box 27 facing extra space 24 or extra space 24 facing waffle box 27 (Fig. 27a). Type II waffle boxes 27 (Fig. 27, 27b) with extended corridors 6 are most suitable for this design.

The use of Type II waffle boxes 27 saves the cost of building prototypes and enjoys the benefits of operating with economies of scale.

Also, the earlier mentioned prior art uses a similar installation process for verandah shelters or buildings, such as one (1) row shown in Figures 1, 2, 5, 6 and 9 of this invention. The same prior art is useful for the understanding of the present invention, which yields a better or improved horizontal installation process according to the object of the present invention, for passing through a lighter but equally strong, highly resistant to typhoons, hurricanes and earthquakes , and subsequently cheaper and faster optional building systems to address backlogs in affordable housing, public and private schools, and other bunker or construction projects in any country.

Philippine Patent No. 24939, announced on December 26, 1990, entitled "Shelter Components and Stocking Process for Multi-Storey Building"; inventor: Cesar V.Canchela, Quezon City, Metro Manila, Philippines, claims are as follows:

Claim 5: "The stacking process of shelter parts according to claim 4, wherein installing one shelter part over the shoulder parts of two shelter parts comprises a plurality of A spaced apart downwardly projecting anchor bolt is adapted to fit snugly into a corresponding plurality of spaced apart embedded metal tubes disposed above the planar sidewalls of the two shelter components."

Claim 6: "The stacking process of shelter components according to claim 4, wherein mounting one shelter component over shoulder portions of two shelter components further comprises positioning opposite planar side walls of said one shelter component Upright angled bent embedded steel rods with fixedly fastened metal plates are adapted to be weldably fastened to corresponding angled metal plates which are fixedly fastened interconnected generally V-shaped steel rods fastened to shoulder portions embedded in said shelter components".

Claims 5 and 6 are supported by Figures 3, 4, 5, 6 and 7 of the invention.

Although there appear to be similarities in the installation process for both the planar box (prior art) and the lattice box 27 (the present invention), both have spaces between the box and the adjacent box above, etc. , but there are obvious differences between the two techniques, which can be summarized as follows:

1. Although the installation process looks similar, this prior art does not address or explain in the specification and through the accompanying drawings that during the upward installation of the box, the stairs, elevators that are vital elements of the shelter or building , how ducts, ventilation shafts, waste chutes, etc. were introduced. Openings 12d are required in the panels or even the walls to accommodate these basic features of the building or shelter. The present invention strives to provide a unique solution to this need.

Type II six (6) sided waffle boxes 27 of the present invention have similarly arranged punch-through openings for stairs, elevators, etc. structures to provide those critical openings of shelters or buildings. Stairs can be prefabricated and installed in open stairwells without requiring cast-in-place work. The same is true for others, such as elevators, since pre-designed punch-through openings 12 are already provided.

The present invention already includes punch-through openings 12d for stairs, elevators, troughs, etc., which are vital elements of the shelter or building, during installation or stacking, the prior art and the present invention are two different specific technical features . Cast-in-place operations affect the concept of mass production if those openings are made on-site.

2. Although the prior art and the present invention are all committed to solving the backlog in affordable housing or collective housing and other construction projects in any country by means of the stacking or installation process of the box body (Fig. 27a, 36, 37 of the present invention) order, however, as explained in the specification of this prior art and shown in Figures 3, 4, 5, 6 and 7 of this prior art, which references a verandah shelter or building (single rows of buildings). The interior corridor design, which is the characteristic of the present invention, utilizes public corridors or corridors as habitable units in residential projects, or utilizes public corridors or corridors as classrooms in school projects, thereby maximizing the use of the site.

The present invention considers two kinds of outer corridor type design buildings and inner corridor type design buildings. In addition to the installation or stacking process of the first row of waffle boxes 27, there is another unique product and process in the present invention for the installation of the second row of waffle boxes 27 (Fig. or architectural design. The waffle box 27 has the gallery 6 as an extension (or wing-like protrusion) of both the top and bottom panels 4 (Fig. 27b, 36, 37). The overhang of the corridor 6 is half the width of the aisle. With the waffle boxes 27 installed in the first row (and together with the gallery 6), new waffle boxes 27 will be installed alternately in front of the extra space 24 (Fig. 27a, 27b, 36), aligning the first row and The edge of the corridor 6 of both the second row of waffle boxes 27 (Fig. 27a). On the adjacent next upper level, the resulting structure will have the upper corridors 6 of the first row 27 of waffle boxes merge with the lower corridors 6 of the second row 27 of waffle boxes (Fig. 27a). This installation process is repeated alternately for the waffle box 27 in front of the extra space 24 and the extra space 24 in front of the waffle box 27 (Fig. 27a, 36). Because the upper and lower corridors 6 of the waffle box 27 merge alternately, the corridor is completed (Fig. 27a). The width of the corridor is the total length of the two converging corridors 6 (Fig. 27a, 35, 42).

Similar to the previous description for Type II waffle boxes 27, waffle walls 3 and modular waffle panels 29 (Fig. 27c) are introduced to an outer end to complete the shelter or building's structural box system.

In difference #2 above, the site is maximized by using the present invention to design a high-density bunker or building with corridors, which is an improvement over the prior art. The cost is cheaper because the cost of common facilities, such as aisles, stairs, or elevators, is distributed among facing units.

3. Another unique feature of the present invention is the installation of Type I waffle boxes 27 (5 sides) vertically up and down (Fig. 20, 21). This installation process of Type I waffle boxes 27 is very different from the described stacking process of the prior art.

All waffle boxes 27 are pre-cast and mass-produced at the manufacturing site with no or in extreme cases with very little on-site construction work. All waffle boxes 27 are identical (except for the panel openings 12 which are pierced), so the user of the invention enjoys the benefits of economies of scale in production.

Another prior art, Philippine Patent No. 12302, announced on January 16, 1979, entitled "Pre-cast Reinforced Concrete Frame for a Multi-story Building Construction System", inventor Gregorio C.Concepcion, Quezon City, Metro Manila City, Philippines, claims as follows:

"Concrete wall construction for use in a multistory building construction system comprising a set of lower frames anchored to a ground foundation such that the upper horizontal ribs of said lower frames are aligned horizontally with each other, ... and rigidly fixed to said set of lower frames a set of upper frames above and consisting of spaced apart frames such that vertical ribs of said upper frames are vertically aligned with corresponding vertical ribs of lower frames..."

While the above prior art describes a similar frame stacking process as the aforementioned Philippine Patent No. #24939 using planar boxes, in the present invention there is a unique product (lattice box 27) and installation process (except corridor building In addition), these all distinguish the present invention from the earlier contributions of the mentioned prior art.

Based on the installation process of the above-mentioned inner corridor design bunker or building, the present invention provides a completely different installation concept. First, the concept of inner gallery, followed by the alternate installation of the second row of lattice boxes 27 that the prior art does not involve, and the third is the vertical installation process of type I lattice boxes 27.

Further, for a Type II waffle box 27 with six (6) sides, the waffle panels 2 form a "Z" notch 9 (Figs. 38, 39, 44, 45) at the bottom (Figs. ) of the lattice walls 1 converge. Then, these mating connectors, such as sockets 14, 14a, 14b, 14c, dowels or pins 17, 17a, welded plates 16, welded gussets 16a, and holes 15b, 15c, are secured as previously described ( Figures 37, 39, 40), grouted (Figures 38, 39), welded (Figure 40), screwed (Figure 39), painted or sealed 21 (Figure 37), etc. to prevent misalignment and corrosion and to ensure Structural integrity of the shelter or building (Figure 37).

Using the present invention, buildings or shelters (Figs. 36, 37) designed to have the same room layout on each floor (such as in high-rise buildings, in dormitories, in hotels, in group houses, in schools, etc.) are constructed It will be easier, faster and cheaper to get up.

Type I waffle boxes 27 with five (5) sides (without a floor) are mounted one above the other (Figs. 20, 21 ), while Type II waffle boxes 27 with six (6) sides are mounted alternately on Above two other waffle boxes 27 (Figs. 36, 37). Lattice Wall 1, Modular Lattice Wall Panel 29 and Lattice Panel 2 are special lattice monolithic units (not manufactured as boxes) which will be integrated at the outer ends and platforms as appropriate (Fig. 27c, 36), until the installation of the lattice box 27 shelter or building is completed (Fig. 37).

Type I five (5) side galleries are pre-cast slabs 2 (Fig. 26) or cast-in-place slabs, whichever is economically viable.

The topmost decks (Figs. 20, 21) of buildings using waffle boxes 27 will be given special attention to contain leakage in the future. Slope and sealant 21 (Fig. 42) are necessary for a sealed roof deck (Fig. 37).

The design of the cast-in-place foundation 26 (Fig. 17, 45) is governed by soil properties, height and size of the building, seismic zoning, and other design parameters.

In either type of waffle box 27, stairwells, ventilation shafts, elevators, ducts etc. (openings 12d provided as required) are left open (FIG. 27f), while accessories or provisions for their particular use are provided. Stairs can be precast concrete or steel.

In either case, these waffle boxes 27 create additional space around, between, below and above them without requiring additional cost for vertical support (Figs. 20, 21, 36, 37). The present invention, especially Type II six (6) sided waffle boxes 27, creates almost double the amount of usable space (Fig. Except (places where boxes cannot be installed) where combined lattice wall panels 29 ("L" shaped panels) and lattice walls 1 are to be installed or constructed (Fig. 36).

In a detached house, Type II six (6) side lattice boxes 27 are arranged, spaced apart from each other, some aligned at the front and others displaced forward or rearward as appropriate (Figs. 47, 48, 49 , 50, 51, 52, 53, 54, 55, 56), so that designers can be creative in terms of aesthetic design and special purposes, such as balconies, stairs, attics, toilets and bathrooms, etc. A roof is optional, but the user of the invention can utilize the concrete slab 2 as a platform. The walls are specially manufactured.

The purpose of the present invention is to simplify, reduce or eliminate redundancy, repetitive work, consumption, etc. caused by many construction activities carried out on the ground, including the handling of materials, tools, equipment, and workers' up and down movement, etc. (especially for high-rise architecture), affecting the speed, efficiency, economy and quality of construction. Thus, the lattice box 27, including its electrical, plumbing, cabling, telephone, internet, alarm, background music pipes, etc., wiring, and construction and other finishing work is or can be performed at sub-ground level or off-site at the fabrication site , thereby transforming these lattice boxes 27 as pre-assembled, pre-finished or plug-in, and ready-to-use units for shelters or buildings.

The manufacture of the structural lattice box 27, whether segmented or integral, is controlled by handling, lifting, stacking, and actual conditions on the actual site or outside the site. Mass production of the waffle box 27 takes place in a controlled manufacturing facility.

Cast-in-place lattice boxes 27 are or can be performed at the construction site in extreme or special circumstances.

The lifting mechanism consists of a metal rod 13, a cylinder 13a, a bolt 13b with a mating hook (fig. 18, 19) all embedded in the concrete (fig. The socket 14b constitutes. Their frequency, size and anchoring are all influenced by structural design results.

The invention covers simple but strong connection notches 8, 9, holes 15, dowels/pins 17, bolts 18, steel angled plates 16a or plates 16 of different materials, sizes and shapes around the object of the invention, Lifting hook 13, or cylinder 13a etc. (Fig. 11, 12, 14), as shown or presented in the accompanying drawings, the object of the present invention is simplicity, utility, efficiency, economy, stability and strength, including the Design, prototyping, fabrication, lifting, handling, placement and fixing to form a complete "lattice box 27" building system.

More particularly, as a prefabricated, pre-finished, plug-in or insulated structural lattice box 27, the present invention minimizes the repetitive handling, lifting, and transportation of materials, tools, and manpower from the ground to the building (especially for High-rise buildings), thus, in the ground floor or manufacturing site in a controlled work location, reducing construction costs, improving work efficiency, and maintaining product quality.

Where the lattice is formed, spaces between the ribs 5 are created which can be used to hold thermal and acoustic insulation material, thus promoting the invention to insulating concrete building technology.

In addition to making the unique product and installation process that the invention is intended to protect, the object of the invention is to develop a simple, durable, usable, economical, efficient, functional, light, fast and Simple construction system to solve the backlog of affordable housing, public and private schools, offices, hotels, dormitories, hostels, apartments, etc. in any country, and in other small, mid-rise or large high-rise buildings or bunker projects Backlog of orders in . During the design and actual implementation of the invention, some or more parts of the waffle box 27 and the technology as a whole will be modified to suit present and future times.

The materials used in this design and further development of this technology to maximize its benefits can be any type of concrete, steel, profiled steel, plastic, wood, laminate or combinations thereof, as well as other applicable, less expensive in the future and available building materials.

These improvements stated above form part and partial content of the present invention.

For practical reasons in the future site conditions, project size, budget constraints, etc., this technique can be changed to a cast-in-place construction method, but still using the same method of building lattice boxes 27 in a direct top-down arrangement or in an alternating fashion. process.

The invention covers the following:

1. For residential purposes, single-story or two-story, detached, multi-dwelling, duplex, quadrant, townhouse, elevator-free or multi-storey apartment, townhouse, collective Dorms, apartment-style housing, affordable housing or group housing, or various types of bunkers.

2. For commercial purposes, such as office buildings, hotels, motels, inns, call centers, shopping malls, parking spaces, or various types of bunkers for similar purposes.

3. For industrial purposes, such as school buildings, learning centers, day care centers, hospitals, clinics, administrative centers, or similar types of shelters.

4. For any type of box-like structure arranged vertically, horizontally or obliquely, such as bridges, pipes, caissons, wells, tunnels, columns, or falls on mass production, economy, speed, strength, etc. Similar structures within the rationale.

Description of drawings

The following figures will describe and illustrate the waffle box 27 technology. The drawings, although numbered consecutively, are divided into two types. Type I describes a five (5) sided waffle box 27 (Figs. 1-26) and Type II describes a six (6) sided waffle box 27 (Figs. 27-56).

A Type I five (5) sided waffle box 27 is ideal for houses, shelters or buildings with rooms of varying sizes. Type I waffle boxes 27 with open bottom sides are mounted up and down from the foundation or subgrade plane to the topmost platform. Type I waffle boxes 27 of different sizes may be used for bunkers or buildings. However, when using Type I waffle boxes 27, the general rule is to use waffle boxes of the same size and mount vertically in a linear progression from the foundation or sub-base plane to the topmost platform. Type I waffle boxes 27 of different sizes (but must be of the same height) can then be used in other parts of the same building, but must be installed similarly, vertically in a linear progression from the foundation or sub-base plane to The topmost platform of the same bunker or building. Adjacent waffle panels 2 are designed and fabricated to fit into the peripheral space around a Type I waffle box 27 .

Type II six (6) sided lattice boxes 27 use the same lattice box (same width, length and height) from the foundation or sub-base plane to the topmost platform, regardless of its position in the shelter or building. The waffle boxes 27 are placed horizontally with extra space 24 between them. These additional spaces 24 or cells are formed with the walls 1 of the two adjacent waffle boxes 27 . The center line of each thin wall 3 of the waffle box 27 and the center line of the extra space 24 are equidistant, so that when another waffle box 27 is placed on top of them (on top of the extra space 24), the corbel 7 can The rear waffle box 27 is received and installed. Repeat the process until the bunker or building is complete. The basic guideline is that, at any level of the shelter or building, all centerlines of the thin walls 3 of all waffle boxes 27 are vertically aligned from the base plane or foundation up to the topmost platform.

End waffle walls 30, modular waffle panels 29 and waffle panels 2 are placed at the outer ends or platforms to complete the box system. Figure 36 illustrates these components.

Type II six (6) sided waffle boxes 27 have walls 1 at the front and rear with punch-through openings for doors 12 and windows 12b, 12c or stairs, lifts 12d etc. Type II six (6) sided waffle boxes 27 are ideal for mass production, especially for large projects or construction. The front and rear walls 1 of the type II lattice box 27 are open, and the internal structure can be dismantled faster. Wall 1 is reduced due to having front and rear openings 12, 12b by repositioning the lattice box 27 (architect's design) or in extreme cases by introducing cast-in-place walls or other structural elements at strategic areas of the building shelter (structural The architect's design) was resolved to maintain the structural integrity of the building. The piercing or closing of the wall 1 or plate 2 for these cast-in-place structural elements can be done during the casting of the lattice box 27 . Once cast on site, they become an integral part of the structure.

There are cases where the waffle box 27 has pierced openings 12, 12a, 12b, 12c, 12d on almost all sides of the waffle box 27 to meet anticipated needs (windows, doors, stairs, shafts, viewing areas Such as porch, or sightseeing elevator, etc.). These cases are allowed, assuming the general rule is that these critical horizontal and vertical ribs including corbels 7, 8, 9 and notches are intact and that the structural engineer has to look for voids.

A. Type I five (5) sided lattice box 27; FIGS. 1-26

Figure 1 is a plan view of five (5) side grating panels 2 with some basic features.

Figures 2 and 2a are plan views showing the bottom open side and the lattice wall 1 and its components, such as the walls 3, ribs 5, door and window openings 12. The ribs 5 are trapezoidal in shape for easy removal of the inner structure.

FIG. 3 is a cross-section showing the rib 5 , the window opening 5 b , the corbel 7 and the reverse notch 8 . Also shown near the corbel 7 are vertical and horizontal targets 22 to help plumb or align the building during installation. Also shown below are mating channels 23 that assist in aligning the lower and upper waffle boxes 27 during installation.

FIG. 4 is a sectional view showing the lattice wall 1 and plate 2 , the rib 5 , the window opening 12 b , the corbel 7 and the reverse notch 8 . Sockets 14 for dowels are also shown on the corbel 7 . On the lower reverse notch 8 is shown the hole 15b also for the dowel.

FIG. 5 is a cross-sectional view showing lattice walls 1 and panels 2 , window and door openings 12 , corbels 7 and counter notches 8 . Sockets 14 for corbels and holes for counter notches 15e and for jacks 15d are also shown.

FIG. 6 is a cross-section showing ribs 5 , window and door openings 12 , corbels 7 , reverse notches 8 and vertical/horizontal targets 22 .

Figure 7 is a cross-section showing the ribs 5, the lattice walls 1, the door opening 12, the counter notches 8 and the holes 15d for lifting. Also shown are dotted lines showing holes 15 for dowels or pins, vertical and horizontal targets 22 and matching channels 23 .

FIG. 7a is similar to FIG. 7 but with a diagonal rib 5 feature.

Figure 8 is a longitudinal sectional view showing the lattice walls 1 and slabs 2, corbels 7, door and window openings 12, holes 15 for lifting and dowels or pins. Also shown on the upper left is the connection of the wall and the plate, and on the right the connection of the corbel 7 and the lattice panels 2 is also shown.

FIG. 9 is the connection of the waffle box 27 to the waffle box 27 and the waffle panel 2 . Type I five (5) sided boxes are placed one above the other. After aligning the waffle boxes 27, the dowels or pins 17 are fixed and grouted. Then place the grid plate 2. In a Type I five (5) sided waffle box 27, the waffle panels 2 around the waffle box 27 are of different length and width but the same height. These grating panels 2 are manufactured and installed individually.

Fig. 10 is the connection of lattice box body 27 and platform board 2. Also shown is sealant 21 , holes 15 , dowels or pins 17 and sockets 14 .

Figure 11 is a bolted connection 18a as an optional waffle box 27 to waffle box 27 connection. This type of connection can also be used as a temporary connection, since the bolts 18 can be loosened and removed.

FIG. 12 is a connection of welded plates 16 and/or dowels or pins 17 . Plate 16 is welded to fix plate 2 to corbel 7 . Sockets 14 , holes 15 , dowels or pins 17 are different types of connections that may alternatively be used to secure the lattice panels 2 to the corbel 7 .

Figure 13 is the connection of the lattice box 27 to the corridor 6 lattice panels 2. Also shown are sockets 14, holes 15 and dowel or pin 17 connections. Sealant 21 is also shown.

Figure 14 is the connection of the grid plate 2 to the grid plate 2. This connection is used when two (2) grid panels 2 meet.

Fig. 15 is the connection of the front wall of the lattice box body 27. Welded plate and gusseted plate connections are shown. Socket, hole, dowel or pin connections may also be used.

Figure 16 is the end lattice wall 30 connection. Apply this connection when adjacent boards are not required.

FIG. 17 is the connection of slab-on-fill and/or foundation 26 to waffle box 27 .

Figure 18 is an alternative lifting mechanism using a threaded cylinder with a hooked mating bolt 13a.

Figure 19 is another lifting mechanism using a rod with matching hooks and eyelets 13.

Figure 20 shows how Type I five (5) side waffle boxes 27 are placed and installed up and down. Adjacent grating panels 2 are also shown. The waffle boxes 27 are identical, but the width and length of the waffle panels 2 may vary. The same waffle boxes 27 with their corbels 7 and connectors support the waffle panels 2 around them. This type of waffle box 27 is ideal for residential buildings or multi-storey buildings with different room sizes. Here, the general rule is to use one or more identical boxes from the foundation or sub-base plane to the topmost deck of the building so that they can be mounted or placed up and down. The waffle panels 2 around the Type I waffle box 27 follow.

Fig. 21 is the sectional view of the horizontal and vertical installation of the lattice box 27 and the lattice plate 2 of five (5) sides of type I,

FIG. 22 is an architectural plan showing the side door opening 12a allowing the user to expand laterally equal to two rooms or waffle boxes 27. FIG.

FIG. 23 is an architectural plan showing the side door opening 12a allowing the user to expand laterally equal to one room or waffle box 27. FIG.

Figure 24 is an architectural plan showing a side door opening allowing the user to expand laterally equal to half a room or waffle box 27.

Figure 25 is an isometric view of a Type I 5 sided waffle box 27 with window and door openings 12.

Figure 25a is an isometric view of a Type I waffle box with window and door openings 12. A waffle box 27 of this type is usually mounted on a platform. The floor 2 is open for stairwells, ducts, elevators, etc.

Figure 26 shows the gradual placement or installation of a type I 5-sided prefabricated waffle box 27 and the waffle panels 2 around it.

B. Type II Six (6) Sided Lattice Box, Figures 27 through 56

Figure 27 is an isometric view of a type II 6 sided lattice box 27 with wing-like protrusions 10 (front and rear walls, corridor),

Figure 27a is an isometric view of a Type II 6 sided waffle box 27 with winged protrusions (front and rear walls, corridor) 10 showing a progressive installation.

Figure 27b is an isometric view of a Type II 6 sided waffle box 27 with wing-like protrusions (front and rear walls, corridor) 10. The installation of waffle boxes 27 on any same level is spaced apart from each other by an extra space 24 . The installation of a second row of waffle boxes 27 for a gallery design building is also shown. The new waffle box 27 will be placed above the extra space 24 formed by the 2 lower waffle boxes 27 .

Figure 27c is an isometric view of a type II 6 sided waffle box 27 with wing-like protrusions (front and rear walls, corridor) 10. Also shown are modular lattice wall panels 30, lattice panels 2, and lattice walls 1 . These four (4) structural elements comprise the structural box system of the shelter or building. The grating 2 is pierced or left open if it is required for stairways, ventilation shafts, elevators etc.

Figure 27d is an isometric view of a waffle panel 2, a waffle wall 1 .

Figure 27e is an isometric view of a Type II 6 sided waffle box 27 with corridor wing-like projections 10.

Figure 27f is an isometric view of a Type II 6 sided waffle box 27 with a gallery wing 10, with a punch-through opening 12d for the stairwell. The piercing openings 12d for the grating 2 can be wider or 100% open depending on the application, if the peripheral frame, ribs 5, corbels 7, notches 8, 9 are left intact.

Figure 28 is a plan view of a Type II six (6) sided waffle box 27 showing the top waffle panel 2 including the gallery 10a and some basic features.

FIG. 29 is a plan view showing the bottom waffle panel 2 and the waffle wall 1 and its parts, such as the wall 1 , ribs 5 , door and window openings 12 .

Figure 29a is a plan view showing the bottom waffle panel 2 and waffle wall 1 of Type II 6-sided waffle box 27 and its parts, such as wall 1, ribs 5, door and window openings 12 and corridor wing-like protrusions 10a.

Figure 29B is a plan view showing a Type II 6 sided waffle box 27 open for the stairwell 12d. The openings for the panels 2 are variable as required, if the horizontal and vertical ribs 5 including the surrounding corbels 7 and notches 8, 9 are left intact.

FIG. 30 is a cross-section showing the wing-like protrusions 10 , ribs 5 , window openings 12 , and corbels 7 . Also shown are vertical and horizontal targets 22 to help plumb or align the building during placement and installation. Also shown below are mating channels 23 that assist in aligning the lower and upper waffle boxes 27 during placement and installation.

FIG. 31 is a cross-sectional view showing the lattice wall 1 , wing-like projections 10 and panels 2 , ribs 5 , window openings 12 , corbels 7 and "Z" notches 9 . Also shown are sockets 14 and holes 15 for dowels or pins 17 and holes 15d for jack rods.

32 is a cross-sectional view showing the lattice wall 1 , wing projections 10 and panels 2 , window and door openings 12 , corbels 7 and "Z" notches 9 . Sockets for the corbel 15 and holes 15b for the "Z" notches and jacking holes 15d are also shown.

Figure 33 is a cross-section showing the wing-like protrusions 10, the ribs 5, the window and door openings 12, the corbel 7 and the "Z" notch 9. Vertical and horizontal targets 22 and mating channels 23 are also shown.

Figure 34 is a cross section showing the gallery 10a, ribs 5, lattice walls 1, door opening 12a, "Z" notch 9 and lifting holes 15d. Holes for dowels or pins 15, vertical and horizontal targets 22 and mating channels 23 are also shown in dotted lines.

35 is a longitudinal sectional view showing the gallery 10a, the lattice walls 1 and slabs 2, the corbels 7, the door and window openings 12, the lifting holes 15d and the dowels or pins 17. FIG. Gallery ribs 5 are also shown.

Figure 36 shows the placement or installation process of a Type II six (6) sided waffle box 27 . The waffle box 27 has only one size. First, they are placed horizontally with extra space 24 between the waffle boxes 27 . The lattice walls 1 of the lattice box become the walls of the extra space 24 . The distance between the centerline of each thin wall 3 of the lattice box 27 and the centerline of the extra space 24 is equal. On the adjacent next upper level, Type II six (6) sided boxes 27 are placed above the extra space 24 . The "Z" notches 9 of the waffle boxes 27 installed on the upper level rest on the corbels 7 of the two waffle boxes 27 already installed below. After installation, the grating 2 becomes the roof of the additional space 24 . Repeat this installation process until the bunker or building is complete. A general rule is that each thin wall 3 is in a straight line from the foundation or sub-base plane up to the topmost platform. The number of waffle boxes 27 installed forms a room or usable space equal to twice their number.

Shown are end waffle walls 30, modular waffle panels 29 and waffle panels 2 placed on the outer ends or platforms to complete the waffle box 27 system.

The foundation 26 or plate is also designed to fit into the “Z” notch 9 of the waffle box 27 .

37 is a completed horizontal and vertical placement or installation cross-section of a Type II six (6) sided waffle box 27 comprising end waffle walls 30 , modular waffle panels 29 and waffle panels 2 .

The figure shows that twice the number of usable spaces or units formed by this technique is the number of waffle boxes 27 that are manufactured and installed. This technology saves labor costs and construction time by a large amount, basically half.

FIG. 38 is a waffle box 27 to waffle box 27 connection. Six (6) side waffle boxes 27 are placed above the extra space 24 with "Z" notches 9 on the corbels 7 of the previously installed waffle boxes 27 below. The socket 14, hole 15 and dowel or pin 17 connection is shown.

Figure 39 is a bolted connection 18a, an optional waffle box 27 to waffle box 27 connection. This type of connection can also be used as a temporary connection because the bolts can be loosened and removed.

Figure 40 shows welded plate and welded gusset 16 connections.

Figure 41 shows the front wall 3 connection using welded plates/anchors and welded angled plates/anchors 16.

Figure 42 is a grid 2 to grid 2 connection. This connection is used when two (2) grating panels 2 meet, in this case two (2) grating panels 2 meeting at the corridor.

FIG. 43 shows the connection of the welded plate and the welded gusset 16 , showing the connection of the lattice platform plate 31 to the corbel 7 .

FIG. 44 shows the welded plate and welded gusset 16 connection, showing the connection of the end lattice walls 30 to the corbel 7 .

Figure 45 shows cast in place slabs and foundations 26 and prefabricated lattice boxes 27.

Figure 46 is an alternative lifting mechanism using bolt 13b.

Figure 47 is a ground floor plan view of a detached house showing aligned waffle boxes 27 with extra space 24 built on the ground level and forward displaced waffle boxes 27 on the second level. Garages, porches, living rooms, dining rooms, kitchens, stairwells, or toilets and showers are built on the ground level.

Figure 48 is a second floor plan view of a detached house showing aligned waffle boxes 27 with extra space 24 at ground level and forwardly displaced waffle boxes 27 at second level. Bedrooms, stairwells, family areas, balconies, toilets and bathrooms are built on the second level.

Figure 49 is a loft plan of a detached house showing aligned waffle boxes 27 with extra space 24 on ground level and forwardly displaced waffle boxes 27 on second level and with Roof attic on third level. The attic is formed by using the upper panel 2 of the waffle box 27 . A roof is used to cover the additional space 24 on the second level and the attic on the third level.

Figure 50 is a sectional view showing 3 waffle boxes 27 and 3 extra spaces 24 plus the resulting loft. Provides all the space needed by ordinary houses, such as living room, dining room, kitchen, garage, stairs, toilet and bathroom, balcony, family room, etc.

Figure 51 is a ground floor plan of a detached house showing 2 aligned waffle boxes 27 with 3 additional spaces 24 (1 on ground and 2 on second level). Garage, living room, dining room, kitchen, stairwell, or toilet and shower room are formed on the ground level.

Figure 52 is a second floor plan of a detached house showing 2 aligned waffle boxes 27 with 2 additional spaces 24 or bedrooms on the second floor level. A roof was fabricated to cover this second floor plan. The arrangement of the lattice boxes 27 is varied, depending on the idea of the architect or the user of the technique.

Figure 53 is a cross section showing 2 waffle boxes 27 and 3 extra spaces 24 formed. Roof coverings are also shown.

Figure 54 is a ground floor plan view of a detached house showing a single waffle box 27 with 2 extra spaces 24 formed on the ground level and one extra space 24 formed on the second level. Garage, living room, dining room, kitchen, stairwell, or toilet and shower room are formed on the ground level.

Figure 55 is a second floor plan view of a detached house showing a single waffle box 27 with an additional space 24 formed on the second level. Bedrooms and a stairwell form the second level.

Figure 56 is a cross section showing a single waffle box 27 and 3 additional spaces 24 (2 on the ground and 1 on the second level). All basic elements of housing are provided.

Fig. 57 is lattice box building technology code.

Claims (12)

1. A lattice box building, comprising: A lattice box having an open bottom portion, having a front vertical wall, a rear vertical wall and side vertical walls along which a plurality of trapezoidal ribs are arranged at intervals, wherein the front vertical wall and the rear vertical wall has punch-through openings for windows, the side vertical walls are provided with centrally arranged punch-through openings for doors; A corbel, defined by a protruding formation integrally connected and disposed at a top edge portion of said waffle box, said corbel being provided to receive and comfortably or compactly fit a corbel to be disposed on top or side thereof Similar lattice box; notches provided at the bottom inner portion of the waffle box to serve as legs or anchors when the waffle box is placed on top of another waffle box with complementary fit with the corbel; a plurality of welded plates which are spaced apart and partially embedded on the bottom portion of said slot, when like waffle boxes are held together in a top-down or side-by-side arrangement or are attached to another wall or other building components when providing welded connections; A plurality of angled welded plates, which are spaced apart and partially embedded on the top edge portion of the corbel, allow welded connections to said welded plates, providing a more secure hold between the waffle boxes attached and connected to each other ; a plurality of horizontal apertures, arranged axially on said vertical wall, allowing the insertion of any components, be it rods, ropes, cables and chains for lifting transport; a plurality of sockets, which are provided on the bottom portion of the waffle box, allowing optional lifting gear for easy transport purposes; and a plurality of targets, which are defined by cubes, with intersecting lines positioned and marked at each corner of said lattice box to serve as alignment and balance guides; Matching channels, which are vertical markings provided on each central portion of the slot, when used with targets, serve as guides to ensure proper vertical alignment of waffle boxes being stacked on top of each other . 2. The waffle box building of claim 1, wherein the waffle box comprises front and rear walls with punch-through openings for corridors and a waffle box provided with a plurality of punch-through openings for windows. side vertical wall. 3. The waffle box building of claim 1, wherein the waffle box includes right and left vertical walls along which a plurality of ribs are spaced apart and provided There are front and rear openings for front and rear connection and inflation. 4. A waffle box building as claimed in any preceding claim, wherein the waffle box is provided with a floor portion. 5. The waffle box building of claim 1, further comprising a panel of predetermined length and width, having an internal notch and having tapered ends, said panel being positioned and mounted on said waffle box On the top part, it is used as a roof or a floor. 6. A waffle box building according to claim 5, wherein the panels are provided with predetermined openings provided on the top portion and have a length extending past a rear end portion thereof. 7. A waffle box building as claimed in claim 1, further comprising a wing-like protrusion which is an extended panel having a flanged top portion and a bottom portion, provided with a plurality of welded plates, said Welding plates are partially embedded and spaced apart on the edges of the flanged top and bottom portions and can be securely connected to the corners of the waffle box body by welding means to provide additional space and provide for expansion. 8. The waffle box building of claim 1, further comprising a winged protrusion arm member defined by a horizontal body having a flanged top portion. 9. A horizontal installation method for a lattice box building, comprising the steps of: Preparation of a suitable type of foundation capable of supporting a tall building to receive the first layer of lattice boxes; fastening the first tier of lattice boxes to the foundation either individually or alongside each other; Desired structural elements that are not integral to the waffle box are placed into the first tier waffle box using different attachments, said required structural elements being walls, panels, beams, combined walls and panels and stairs; connecting and fastening said structural members not integral with the waffle box by means of a pin or dowel system, bolted or welded; Install the second and upper waffle boxes directly over the first waffle box by repeating the process for the first tier of waffle boxes and required structural members, including all alignment and fastening attachment operations, until the The building is fully formed; Insert post-tensioned cables into designated openings in the waffle box; and Seal all concrete connections to make them waterproof and soundproof. 10. A horizontal installation method for a lattice box building, comprising the steps of: Preparation of a suitable type of foundation capable of supporting a tall building to receive the first layer of lattice boxes; Fastening of the first tier of waffle boxes to the foundation either individually or alongside each other, with additional space between the waffle boxes, wherein the slabs or any member integral with the waffle boxes are plumbed, leveled and aligned allow; Facing the first tier of waffle boxes, start with the leftmost or rightmost extra space and gradually move towards the other end in an alternating fashion to install and fasten the second tier of waffle boxes, including special end pieces to complete the floor fastening , wherein the centerline of the waffle box walls is plumbed vertically and in line from the foundation up to the topmost platform of the building, wherein the special end member is a wall, panel or combination panel; Install the second and upper waffle boxes by repeating the first and second waffle boxes below until the building is complete; Insert post-tensioned cables into designated apertures in the waffle box; and Seal all concrete connections to make them waterproof and soundproof. 11. A vertical installation method for a lattice box building, comprising the steps of: Preparation of a suitable type of foundation capable of supporting a high-rise building to receive the first layer of lattice boxes; fastening the first tier of lattice boxes to the foundation either individually or alongside each other; Desired structural elements that are not integral to the waffle box are placed into the first tier waffle box using different attachments, said required structural elements being walls, panels, beams, combined walls and panels and stairs; connecting and fastening said structural members not integral with the waffle box by means of a pin or dowel system, bolted or welded; Install the second and upper waffle boxes directly above the first waffle box by repeating the process for the first tier of waffle boxes and required structural members, including all alignment and fastening accessories, until the building is fully formed ; Insert post-tensioned cables into designated apertures in the waffle box; and Seal all concrete connections to make them waterproof and soundproof. 12. A vertical installation method for a lattice box building, comprising the steps of: Preparation of a suitable type of foundation capable of supporting a high-rise building to receive the first layer of lattice boxes; Fastening of the first tier of waffle boxes to the foundation either individually or alongside each other, with additional space between the waffle boxes, wherein the slabs or any member integral with the waffle boxes are plumbed, leveled and aligned allow; Facing the first tier of waffle boxes, start with the leftmost or rightmost extra space and gradually move towards the other end in an alternating fashion to install and fasten the second tier of waffle boxes, including special end pieces to complete the floor fastening , wherein the centerline of the waffle box walls is plumbed vertically and aligned from the foundation up to the topmost platform of the building, said special end member being a wall, panel or composite panel; Install the second and upper waffle boxes by repeating the first and second waffle boxes below until the building is complete; Insert post-tensioned cables into designated apertures in the waffle box; and Seal all concrete connections to make them waterproof and soundproof.