CN103797197A - Building structure with precast monolithic walls and floors - Google Patents

Abstract

The invention relates to a building structure, mainly comprising composite floor tiles and precast slabs, the floor tiles comprising a foamed plastic material (1) cut on the upper surface thereof with longitudinal grooves (2) and transverse grooves (3), the grooves being provided mainly for the placement of gaskets for reinforcing structures, and the precast slabs being transported to the building site and the floor structure being reinforced specifically by the application of these items, the precast slabs comprising insulating building slabs made of light concrete and formed with grooves and gutters, some of which are formed with longitudinal and transverse shapes to achieve specific reinforcement effects.

Description

Building structure with precast monolithic walls and floors

technical field

The subject matter of the invention belongs primarily to the field of civil engineering. This invention may be classified under IPC designation numbers E04B5/18; E04B5/21; E04B2/23; E04C1/41; E04B2/18.

technical problem

The technical problem to be solved by the invention is as follows: how to design wall boards and floor boards that can be supported. These two materials can actually be used in the integral precast semi-manufactured system.

What is particularly interesting is that each building site has the opportunity to use pre-cast materials as a system to quickly complete the building. When these materials are combined with the effective construction of reinforced concrete, they will become a set of overall mechanisms. The load-bearing system of the wall and floor buildings can confirm the load-bearing capacity required for each different project at the same time. Thermal insulation, high noise resistance, vapor diffusion, fire resistance, fast construction. The weight of the wall panels and floor slabs carried by the building must be light. In this way, the building can additionally be reinforced with reinforced concrete. Even for the tallest buildings in the world. Construction technology must be highly flexible and can be used at any time on every building site and in every phase of construction.

Background technique

In the current situation, in some different types of precast and semi-fabricated slab structures, the filling materials include ceramic materials and concrete, and even a large amount of expanded polystyrene. At the same time, although there are many solutions, they can only solve some of the requirements.

Among these solutions, we have selected some similar but at the same time very different approaches, explaining each example. In document FR1602029, the slabs of buildings are made of calcined (cooked) clay. If this material is to be used for construction, it must be used for the formwork work of the entire building. And the floor structure in this patent does not propose special requirements to formwork. Its biggest difference is the use of two-way ribs for reinforcement, just like the lattice bed in the card beam system.

WO95/09953 describes that precast building materials need to rely on molds to be shaped. Just as these materials cannot form the structure without the aid of formwork at the stage of pouring the concrete. Additionally, this method does not use transverse ribs. But in this new patent there is described the use of transverse ribs and longitudinal ribs, as well as ribs consisting of lattice beds of the Cassette beam system, on which the floor rests.

EP0987377A2 describes concrete materials for pouring steel mesh. These materials are not easily transported and upwardly handled. This example does not apply to the transverse ribs mentioned in the new patent, and the lattice bed of the card beam system.

US6817150 shows a polystyrene material which is solid and inexpensive. It contains ?C" type materials. These building materials, as stated in the patent, do not have reinforcements, nor do they have transverse ribs, nor a lattice bed of a clamped beam load-carrying system.

WO/2007/059538 proposes another application method proposed by the same inventor. This method is improved from the method applied before. Especially in the first stage, when planning the concrete works. The inventor arranged for more grooves to increase the beam width. When the last transverse groove is closed, the concrete will not flow out of the transverse groove. Like the new patent, the author provides a new type of rangefinder and two tools, the steel support seat. This made transport and upward handling of the semi-finished joists with new poured concrete much easier. A rangefinder is also installed in the lattice bed of the beam reinforcement. This example describes inter-site transport, which was not possible in the earlier application of WO/2007/059538.

The inventor of this patent has applied for a patent number no.PCT/99YU/00007 concerning building materials and wallboard production. Take numbering EP No.99946999.2 as an example, which has mentioned how to use thin bricks for construction work. It also explains how to align the vertical grooves vertically to build the slabs and how to properly masonize the slabs to the wall. Whether it's at a corner or at an intersection.

In the new application it is mentioned to use the thick walls made of insulating concrete brickwork and use the treatment in the above mentioned document. The most important point is that in the stage of actual construction, due to the problems encountered in the construction stage of mortar, the author understands the shortcomings of thin wall bricks. Therefore, the inventor here explains a brick structure with thick wall material. The material is lightweight concrete, so that the bricks are not only light in weight, but also very practical. In addition, in this new patent, the author also provides a method. By creating a new type of building bricks to build precast semi-fabricated wall panels.

Looking for patent documents and documents in this field, there is no solution to the technical problems raised at the beginning of this report.

Contents of the invention

Expanded polystyrene bricks cut by CNC machines are the elements used to construct the floor slabs. It represents a completed template project. This method can avoid pouring concrete everywhere, unless there are special requirements in the design.

So a one meter wide polystyrene slab has a thickness that depends on the floor span. Using the Red Line CNC machine tool, three longitudinal grooves can be cut in each round, and transverse grooves can also be cut every fifty centimeters on the same polystyrene board. In this way, molding materials with a width of one meter and a length of two meters can be obtained, which are neatly arranged one by one to be used as the longitudinal part of the bottom plate. In the formed groove, we put the bendable steel bar rangefinder made of sheet metal, and the steel bar support seat. In these rebar rangefinders we use a trellis of beams that have been reinforced with rebar. In addition, longitudinal reinforcement consisting of steel bars can be added if required. In the lattice bed of the beam, put some 95 cm long steel bars into the transverse grooves. These elements, which are poured with concrete a few centimeters thick (up to six centimeters), thus make half-finished, longitudinal sections of movable floor joists. This part is picked up and placed with the hat beam on a support next to the wall, and with the hat beam on a support between the walls. When the floor joist sections are placed on the bracing frame with the cap beams, the extra reinforcement is placed in transverse grooves that run the full width of the structure. In addition, steel mesh is placed on the already formed longitudinal slabs. These sections will then be poured with concrete to make a lattice-beam floor slab that is load-bearing in one or two directions.

The second application of the slab solution proposed by this patent is a monolithic precast slab. Its length is between the supporting walls, and its width is between the horizontal supporting walls. Here, there is a possibility that the full width of the slab does not need to be used. A width of two meters is the most suitable size for shipping. In each structure, the two floors will be visualized as one. The transverse reinforcement of the first floor slab overlaps with the transverse reinforcement of the second floor slab. At the construction site, after the longitudinal reinforcement has been placed, all elements will be poured with concrete. The solution used in factories and construction sites is to place the already formed polystyrene material on the conveyor belt, together with the distance gauge, the steel support base, and the transverse steel bar below it, which exceeds the width of the styrofoam. Longitudinal steel mesh, as well as other steel bars, and steel bars placed in the beam grid will also be arranged. In addition, there are transverse reinforcements arranged above, the width of which again exceeds the width of the foam. Finally, three-quarters of the height of the horizontal and vertical trenches is added with concrete.

To quickly reach a solidified form within 24 hours, the floor slab is then applied to the building structure and supported by cap beams along the walls. These pre-cast semi-finished slabs require no additional support in the central part. Only additional reinforcement is required with steel mesh, which has been practically applied to the assembled and configured floors.

Concrete beams are also placed in the walls and at the longitudinal joints between the two floor slabs. Place additional steel bars and pour concrete at the site to make the overall connection. Proven and considered the best. And can resist load sudden increase.

Create thick walls of concrete bricks by using specially designed tools. According to the application of this patent, the concrete bricks made on the conveyor belt, or on the toning device, or on the shelf, are usually designed with vertical grooves and transverse grooves. Therefore, horizontal reinforcement can be added during construction, and vertical reinforcement can also be placed when the wall is completed.

Bricklaying can be done on a construction site, on a conveyor belt next to a site, or in a factory where wall panels are made. For wall panels, every second vertical groove can be a practical reinforcement. And it is possible to put an anchor in it for the exterior wall on the ground. Regarding the method of pouring into vertical grooves that have been placed in steel bars, it is not allowed to pour in vertical grooves without steel bars, and only every other vertical groove is allowed to be poured. The inventor of this patent further proposed a construction method, which is to put a waterproof hose at the same height as the wall in the vertical groove that has not been poured, so that its cross-section is higher than that of the vertical groove. About five percent of the height. Elastic tarp hose, which is placed at the bottom, is then injected with air. Concrete pouring is then carried out in every second vertical groove. As the concrete begins to cure, the air can be vented partially through flexible tarp hoses or, to some extent, through vertical grooves in the bricks used to construct the exterior walls.

Description of drawings

This invention is described and explained by the following detailed icon examples:

Figure 1 - Describes the styrofoam building material that has been formed and has longitudinal/transverse grooves, which can be regarded as a closed formwork and can be made into a floor slab.

Figure 2 - Shows a specially fabricated sheet metal used to place the rangefinder for rebar placement. This results in a movable slab section that can be used to protect the concrete layer that needs to be added to the reinforcement.

Figure 3 - Shows a distance meter made of metal placed in a molded styrofoam material, making it easier to place the steel bars in the future. It is reinforced with steel bundles and additional steel bars.

Figure 4 - shows a complete and easily removable floor section. The floor is one meter wide, and the length can be determined according to the needs. Steel bars are set for one supporting direction and poured into six centimeters thick concrete.

Figure 5 - Shows the support floor for a mobile cassette beam lattice bed. The slab can be carried upwards onto the building, and along the edge of the slab, can be placed on support frames together with the cap beams.

Figure 6 - Shows a building insulation formwork block. There are vertical grooves and transverse grooves on it. The thick wall is built by bricklayers and corresponds to the vertical grooves as well as the horizontal grooves. This makes it possible to place horizontal or horizontal, concrete-cast buildings. In this way, the entire wall becomes a reinforced concrete façade.

Figure 7 - shows the reinforced concrete exterior wall. The method of making this wall is that when the wall is built with insulating formwork blocks, the horizontal reinforcement is simultaneously provided. The placement of the vertical reinforcement is when the wall construction is complete. Every second vertical groove is concreted and lightens the weight of the wall so that it can be erected upwards, and the façade can thus be anchored to the building.

Figure 8 - Shows the placement of the finished facade on the building/structure. The outer walls descend to anchorages protruding below the ground. In each structure, every second vertical groove was poured with concrete after the vertical reinforcement was placed. This diagram also shows where each anchor is on the ground.

Figure 9 - Shows a removable 1 meter wide slab section. Its length varies with the distance from the supporting wall. The floor slab and the cap beam are placed on the support frame next to the wall, and the farthest distance from the wall is 200 meters.

Figure 10 - Shows the support floor for a moveable Cassette Beam Bed. Its longitudinal and transverse ends are placed on the support frame and placed together with the cap beam on the support frame next to the supporting wall. Or from the perspective of the horizontal plane, the two boards are tied together. Here, too, it can be seen how a monolithic and concreted floor slab is built, in which the previous reinforcement mesh is placed.

Figure 11 - shows the supporting floor slabs tied together with two movable snap-beam grids. Overlapping bars that extend beyond the transverse groove. Among them, it is reinforced with longitudinal steel bars. The styrofoam is placed on top of this form so that the styrofoam covers from below the ceiling.

Detailed ways

The invention consists of a block of expanded polystyrene, which is cut with a red line by a CNC machine to become a shaped foam material (1). This material has three longitudinal grooves (2) and three transverse grooves (3). At its tail end, there is a similar groove. The only difference is that the slot is divided into two parts. The longitudinal groove is conical, and the two sides (4) at the bottom of the groove are opposite to each other, forming an angle of sixty-five degrees with the bottom (5). In the central part of the longitudinal groove (2), there are two vertical faces (6) facing each other. These two vertically opposite faces (7) continue until the longitudinal groove (2) is conical, extending to the apex, and the large (8) between the longitudinal groove (2) and the transverse groove (3) ) small (9) section. The transverse groove (3) straddles the longitudinal groove (2), and its bottom height (10) is the same as the bottom height (5) of the longitudinal groove (2).

The transverse grooves (3) between the longitudinal grooves (2) are also conical in the lower part near the bottom (10). Its opposite face (11) forms an angle of sixty-five degrees with the bottom (10) of the trench. The central part of the transverse groove (3) has two vertical opposite sides (12), and extends to the topmost (13) of the transverse groove, and the gap between the longitudinal groove (2) and the longitudinal groove (3) Larger (8) and smaller (9) sections. At the tail end of the transverse groove (3), there are five centimeters of high thin vertical walls (14) and (15) whose function is to prevent concrete from overflowing when pouring in the first stage. The foamed rubber material (1) that has been cut has been cut in half at its tail end. From its bottom, where the thinnest transverse and longitudinal grooves are located, there is a completely flat section (16) with a thickness of at least five centimeters. Likewise, in the direction of the longitudinal groove (2), on the outside of the foam rubber material (1), there is a vertical section (17) positioned in the transverse groove (3).

Next to the bottom (5) of the longitudinal groove (2), between the opposite surfaces (4) with a slope, one and a half centimeters of thickness are placed, a metal rangefinder and a steel bar support frame (18). The two final points of its bottom section (19) just come into contact with the bottom (5) of the longitudinal groove (3). The bottom section (19) of the range finder and the steel bar support frame (18) is bent downwards so that the bottom section (19) forms an obtuse angle of 115 degrees. In this way two opposite sections (20) are obtained. These two sections are connected by a thin metal sheet (21). In its central part, and between two relatively inclined sections (20), there is a hollow groove with a serrated edge (22) for the purpose of strengthening the rigidity of the thin metal sheet (21).

The bottom section (19) of the metal sheet of the range finder and the steel bar support frame (18) is bent into an angle of sixty-five degrees, so that in the longitudinal groove (2), the gradient of the range finder and the steel bar support frame (18) (4) same. When putting into range finder and steel bar support frame (18), the both sides (23) of its bending, will continue to stop after horizontal section (24) always. Then be divided into a flat section (25), meanwhile, another part (26), then slopes downwards. Rangefinders and steel support frames (18) are used and reinforced with steel bundles (27). This strengthens and pressurizes the rangefinder and the opposite part (26) of the steel support frame (18). The reason for doing this is that the slipping out of the reinforcement bundle (27) can be avoided due to its opposite flat section (25).

In addition, the rangefinder and steel support frame (18), its used flat part (21), is reinforced by additional flat steel bars (28).

The molded styrofoam materials (1) are placed one by one. In this way, the longitudinal grooves (2) can correspond to each other. And a longitudinal groove (2) that can be lengthened according to requirements is formed. In it, put the rangefinder and the steel support frame (18). Wherein still must put into reinforcement bundle (27). Additional flat steel bars (28) can be placed if desired.

Before the transverse groove, place a second thin reinforcement bar (29). Here, pour in the longitudinal groove (2) and the transverse groove (3), until the transverse reinforcement bar (29) is poured by a five-centimeter-thick concrete layer. When the concrete in the transverse groove (3) begins to solidify, the range finder and the steel bar support frame (18), the required steel bar bundle (27), and the extra steel bar (28) are also placed in the longitudinal groove (2). ) and horizontal steel bars (29). Like this, just can obtain a fully removable detachable, one meter wide, the length can be determined as needed, the three-groove joist (30) of semi-finished floor slab.

The semi-finished three-groove joist (30) of the floor slab is one meter long and has three transverse grooves (2) and longitudinal grooves (3) with an axial distance of up to 50 cm. The three-groove joist that semi-manufactures floor slab is put on building, and along with cap beam (31), be placed on the supporting frame together. Along the width of the entire slab, transverse reinforcement is placed in transverse grooves (3). In addition, a reinforcement mesh (32) is also placed over the entire section above the three-groove joist of the floor slab. In this way, when the whole structure is poured with concrete, the concrete support floor slab (37) of the caged beam lattice bed can be obtained. This type of slab can be regarded as a supporting structure of reinforced concrete.

Another method of application that specifically uses the shaped foamed rubber material (1) is to place it horizontally and vertically in succession. At least two or more. Like this, just can make a precast integral type card-type beam lattice bed floor (33). This precast monolithic cassette beam lattice bed floor (33) has necessary longitudinal support reinforcement bundles (27), and additional reinforcement bars (28) placed on the range finder (18). In the transverse groove (3), put the bottom steel bar (34) under the reinforcement bundle (27). The iron bar (35) on top is then placed vertically on the reinforcement bundle (27). The tail ends of the iron bars (34) and (35) are bent, and overlap with the space outside the styrofoam (1). The precast integral card-type beam lattice floor slab has three quarters of the vertical (2) and horizontal (3) groove heights poured with concrete. After the concrete is solidified, a movable, detachable supportive precast monolithic plate (33) can be obtained. This plate edge will be placed on the support frame next to the wall together with the cap beam (31). During erection, an additional steel mesh (27) will be laid over the entire floor surface, additional reinforced concrete beams will be placed on the walls, and additional steel bars (36) will also be placed in the connecting ribs between the two floors inside. Next, the remaining longitudinal grooves (2) and transverse grooves (3) are poured with concrete. And pouring the pre-cast integral type card-type lattice bed floor (33) into a concrete slab with a thickness of five to six centimeters, changing the integral type cassette-type lattice bed concrete floor (37), applying foam glue material In a closed formwork project, the concrete floor slab (37) of the integral card-type beam lattice bed is strongly insulated during the pouring stage and the development stage, and it needs to be placed in the ceiling structurally.

The bricks (38) for construction will be made with insulating formwork. These blocks have two vertically opposed longitudinal prismatic walls (39), and three lower transverse walls. The first transverse wall (40) has a wall recess for clamping. The third face, also the last horizontal vertical wall (41), has a tooth nail, which can be clamped into the wall recess (41) of the adjacent brick. The transverse vertical wall (42) in the center is twice as thick as the last wall. This is because the vertical grooves (43) are always vertically corresponding to each other when the wall is laid. The transverse walls (40, 41, 42) are 25% shorter than the longitudinal walls (39) in order to facilitate the longitudinal connection by means of horizontal grooves (44). This connection can be strengthened by transverse steel bars (45) when building wall panels (46).

After the wallboard is completed, every two vertical grooves (43) will be inserted into vertical reinforcement anchors (47) made of U-shaped steel bars. The reason why steel bars are used as anchors is to lift the outer wall so that it can be placed in the building.

And do not have the vertical groove of reinforcing bar, then be put into bendable tarpaulin rubber hose (48). This prevents air from escaping. The top of the rubber hose is glued with a rectangular metal plate on which a bolt valve is connected with the air hose. At the bottom of the waterproof cloth sebific duct (48), there is an iron ball of 0.5 kilograms, so that close the vertical groove (43), also for the required brick (38) when laying the wallboard (46). Flexible tarpaulin hose (48), the inside is full of air. And carry out pouring of concrete in vertical groove (43), but only have to arrange the groove of vertical reinforcement anchor (47), just can do this processing.

Immediately after the curing process starts, the air is expelled via the hose (48). And these sebific pipes can be put into other wall-building boards (46) again and use.

In the process of building the wallboard (46) and building up, by lifting the steel anchor bar (49) under the ground, to enter the groove (43) that has not yet been poured, the U-shaped steel bar (49) ) is put into the not yet poured groove (43) immediately. Then, start pouring in these grooves (43). In this way, an entire panel of reinforced concrete panels of the highest quality, integrally connected, will be constructed. Thus, we will obtain bricks (38) for buildings and wall panels (46) with concrete and steel as internal support structure (50).

It is certain that when the field of the invention described in this report does not change, applying the same principles as this invention, the structural details, technical preparations, and practical application of the invention can be done more than the previously described and presented examples. widely used.

Claims (5)

1. The building structure of precast integral wall and floor slabs uses expanded polystyrene bricks cut with red lines by CNC machine tools. It is characterized in that the cut styrofoam (1) has three transverse grooves (2 ) and three longitudinal grooves (3). At its tail, a very similar transverse groove (3) is divided into two parts. Wherein the bottom of the longitudinal groove (2) is conical. Two opposite sides (4) next to the bottom of the groove form an angle of sixty-five degrees with the bottom of the groove (5). The central part of the longitudinal groove (2) has two vertically opposite faces (6). These two faces (7) expand conically to the longitudinal groove (2) and extend to the top. The large (8) and small (9) cross sections between the groove (2) and the longitudinal groove (3), in which the transverse groove (3) crosses the longitudinal groove (2), and its bottom (10) is high, which is as high as the longitudinal groove The bottom height (5) of (2) is the same. The transverse grooves (3) between the longitudinal grooves (2) are also conical below, bent to both sides (11) of the bottom (10), and form an angle of sixty-five degrees with the bottom of the groove. The central part of the transverse groove (3) has two vertically opposite surfaces (12), which continue to the top of the transverse groove, and to the large (8) between the transverse groove (2) and the longitudinal groove (3). ) small (9) section. At the end of the transverse groove (3), there are vertical thin walls (14) and (15) five centimeters high. Its function is to prevent the concrete from flowing out in the first stage of pouring. The cut styrofoam material (1) has a transverse groove divided into two halves at the tail. At the bottom where the transverse groove (2) and the longitudinal groove (3) are located, there is a plane (16) at least five centimeters thick. In the direction of the longitudinal grooves (2), on the outside of the foamed rubber (1), vertical areas (17) are placed between the transverse grooves (3). 2. The building structure of precast monolithic wall and floor slab according to claim 1, characterized in that, it also includes a longitudinal groove (2), next to its bottom (5) and on two sloped opposite surfaces ( 4) In the room, a metal rangefinder and a steel support frame were placed. It consists of 1,5 cm steel sheets with bottom sections (19) at both ends resting on the floor (5) of the longitudinal groove (3). The two bottom sections of the range finder (19) and the steel bar support frame (18) form an obtuse angle of 155 degrees. Two opposite sides (20) are thus formed. These two opposite sides are connected together by a flat thin metal sheet (21). In its central part, between two sloping opposing sections (20), there is a machined groove (22) for the purpose of increasing the rigidity of the sheet metal (21). At the section (19) at the bottom of the rangefinder, the sheet metal and the steel bar support frame (18) are inclined at an angle of sixty-five degrees to become two opposite surfaces (23). In this way, these two opposite sides will follow the slope (4) of the longitudinal groove (2) with the rangefinder and the steel support frame inside. The two oblique facades (23) will continue to the horizontal section (24). When the horizontal section is divided, one part is flat (25), and the other part (26) is inclined downward. Rangefinders and steel support frames (18) are used and reinforced with steel bundles (27). This strengthens and pressurizes the rangefinder and the opposite part (26) of the steel support frame (18). The reason for doing this is that the slipping out of the reinforcement bundle (27) can be avoided due to its opposite flat section (25). The range finder and steel support frame (18), its used flat part (21), is then reinforced by additional flat steel bars (28). 3. The building structure of precast integral wall and floor slab according to claim 1 or 2, characterized in that, when the half-finished floor version of the one-meter-wide three-groove joist (30) is connected one after another Put on the bracing frame (31) with the cap beam, it is characterized in that, the three-groove joist (30) that semi-manufactures floor slab is formed with the foamed rubber material (11) that cuts. These materials are properly arranged in the longitudinal groove (2) one by one, and correspond to the longitudinal groove (2). The length part, if necessary, can be enlarged. And can put range finder and steel bar support frame (18) therebetween, and reinforce with necessary steel bar bundle (27). Additional steel bars (27) can be re-used if required. A three-groove joist (30) having three longitudinal grooves (2). And the axial space of transverse groove (3) has 50 centimeters. In the transverse groove (3), along the width of the whole three-groove joist (30), a transverse reinforcing bar (29) is placed. Then cast on the longitudinal groove (2) and the transverse groove (3). Until the transverse steel bars (29) are poured with concrete at least five centimeters thick. In this way, when the concrete in the transverse groove (3) and the longitudinal groove (2) is cured, a movable and detachable semi-finished floor version of the three-groove joist (30) can be completed. The joist is one meter wide, and the length can be adjusted according to the needs of the building structure. On half-finished floor panels with three-groove joists, the joists are placed one after the other. and place an additional reinforcement mesh (32) on top of it. The whole installation is then concreted at the same height as the longitudinal (2) and transverse (3) grooves. The full section of the floor slab is additionally poured with five to six centimeters thick concrete. After the concrete is cured, the concrete floor slab (37) made of the styrofoam material (1) can be obtained. 4. The building structure of precast integral wall and floor slab according to claim 1, 2 or 3, characterized in that, when the cut styrofoam materials (1) are successively placed vertically and horizontally, More than two at least, just can make a detachable, pre-cast integral type cassette beam lattice bed floor (33). Along the edge of the floor slab, together with the cap beam (31), it is propped up by the bracing frame next to the wall. According to this feature, a pre-cast monolithic card beam floor (33), with the necessary bundles of longitudinal support reinforcement (27), and additional reinforcement bars (28) on the distance gauge (18). At the bottom of the transverse groove (3), a bottom steel bar (34) is placed below the reinforcement bundle (27). And top steel bar (35), then is placed vertically on the reinforcing bar bundle (27). The tail ends (34) and (35) of the two steel bars will be inclined and overlapped in the space outside the styrofoam material (1). The completed integral type caged beam lattice bed floor (33) is poured by three-quarters of the height concrete of the longitudinal groove (2) and the transverse groove (3), and the extra steel mesh (32) , hang on the entire section of the cassette beam lattice bed floor (33). The extra reinforced concrete beams are placed into the wall, and the extra steel bars (36) are used as ribs connecting the two floor slabs, and the remaining parts of the longitudinal groove (2) and the transverse groove (3) are poured with concrete. And pour the thick concrete of five to six centimeters into the precast integral type cassette beam lattice bed floor (33). Like this, just can make the concrete floor slab (37) of integral type card-type beam lattice bed that adds styrofoam material (1). 5. Precast monolithic wall and floor building structure building construction according to claim 1 or 2 or 3 or 4, and according to a second example, characterized in that insulating formwork bricks (38 ), there are two thick vertical vertical prism opposite longitudinal walls (39), and three lower transverse walls. In the first transverse wall (40) there is a recess for the teeth of the next insulating formwork brick to clamp into. The third transverse vertical wall (41), which is also the last, has a nail which can be clamped into the groove (40) of the adjacent brick. The transverse vertical wall (42) in the middle is twice as thick as the last wall, so that the vertical grooves (43) can always find their vertical counterparts when covering the wall. The height of the transverse walls (40, 41, 42) is 25% less than the height of the longitudinal walls (39). The longitudinal connections made by horizontal grooves are reinforced with horizontal steel bars (45). When building wallboard (46), in the finished wallboard, in every two vertical grooves (43), a U-shaped steel bar (47) can be put into. This rebar was used as an anchor to hoist the façade from the site into the structure. In the vertical groove (43) that does not place the U-shaped reinforcing bar (47), it will be put into the waterproof cloth rubber hose (48). The tail end above the rubber hose will be glued with a metal rectangular screw valve plate and connected with the air hose. And at the bottom of elastic waterproof sebific hose (48), there is a steel ball with a weight of 0.5 kilogram. The purpose is to close the vertical groove (43) for the construction of insulating formwork bricks (38) for the use of wall panels (46). And every two vertical grooves (43) can be poured with concrete, and put into vertical reinforcement (47). Thus, on top of the reinforced concrete, drywall panels (46) are built and placed in the building structure. If the vertical groove (43) in the building structure inside is not poured with concrete, then put into the vertical reinforcing bar (49). In every building constructed, these vertical grooves are concreted to make concrete siding (46). The interior of the wall plate is made of concrete and steel bars (50) as a supporting structure, and is built with insulating formwork bricks (38) made of lightweight concrete.

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