CN107060071A - The method that chain assembled building blocks assembling members assemble house - Google Patents

Abstract

The invention relates to a method for assembling a house with interlocking combined building block assembly components. Using combined blocks of different thicknesses and different interlocking types with their own functional block shapes, they are assembled into hollow or solid square, L-shaped, T-shaped, and cross-shaped structural column windows with equal or unequal thickness of inner and outer walls. Independent components such as beams, door beams, cantilever beams, ring beams, walls and floors are assembled into houses that meet the quality requirements of current specifications. The high-rise fully prefabricated building can improve the anti-seismic effect of the house, avoid the safety risk of high-altitude operations under the layers of scaffolding, save a lot of formwork and improve the construction speed, and has a significant cost-effective advantage compared with all other current building structure systems at home and abroad.

Description

Method for assembling houses with interlocking combined block assembly components

Technical field:

The invention relates to a method for building a building by interlocking and combining blocks to assemble components. Using different types of combined blocks to assemble various components, adapting to mechanized assembly into houses with different heights and different fortification requirements, can eventually replace the existing red brick and brick-concrete buildings and become a new generation of building structure systems. . This chain series of products is not only suitable for manual assembly in economically backward areas, but also suitable for industrialized production and assembly in economically developed areas, involving cross-cutting technical fields such as wall material reform and public safety housing construction.

Background technique:

From the general direction of the development of domestic wall materials, because the newly developed wall materials of all kinds fail to fully contain the inner culture of Qin bricks, the taste of building materials in the building materials industry is not high, problematic products emerge in endlessly, and the efficiency of production enterprises is low. The phenomenon of shoddy goods is so serious that my country’s wall materials cannot compete with traditional red bricks for a long time. Although the government’s actions have been used to enforce the “ban” at various levels, the reform of wall materials in my country has been in a situation of getting twice the result with half the effort. Before replacing the Qin brick structure building system, it is even possible that our country’s unique Qin brick building culture will disappear on Chinese land due to waste of food.

One of the currently applied block types is "a composite structure of multi-functional joint brick anti-seismic and anti-crack composite blocks" that has been obtained in the current building method. Patent No. 2L201310200644.0 The original invention patent technology focuses on solving The traditional artificial masonry method is used to construct single-story or multi-storey houses. Due to the uneven shape of the block, it is not suitable to use the traditional mortar block method, and the construction speed is slow. It is only suitable for construction in areas with relatively backward economic conditions, and does not involve combined masonry. The field of prefabricated houses affects the overall development and further promotion of the technology and products of this project.

The second block type currently used is a functional composite block with horizontal mortar joints on the wall and interlocking concave and convex inside the block. It is built in a straight line and is only used to fill the wall. There is no composite block suitable for structural column changes. Independently assembled houses and suitable for modern prefabricated houses.

The third currently used block is a common filling or load-bearing wall building block used in China, but the construction method is to manually build blocks one by one, without interlocking and combined structural functions, and the building structure and fortification cost too high. At present, no one has attempted to build a house with blocks in a mechanized assembly form. There are several light supporting housing technologies serving the market in China, and there is a background problem that cannot be ignored, that is, domestic relevant technical authorities and investment companies have different understandings of national conditions, and they focus on fully assembled panel or steel component housing technologies, a common tendency, It is because the developers have ignored the passive acceptance barriers of emotional or economic affordability brought about by the large cost and cultural differences between the traditional red brick brick-concrete structure building and the housing system built with new technology. This is because traditionally built houses have a service life of hundreds or thousands of years, while modern buildings have a service life of only a few decades or even ten years, which is far less than the credibility of users for "Qin brick" houses. For example, a modern prefabricated building invested and developed locally, coupled with the high cost, is not optimistic from the perspective of public acceptance. The house has been completed for many years, but no one has subscribed. The multi-type cement composite block products of the present invention are stronger than red bricks in strength and texture, especially the interlocking combination blocks with specific anti-seismic functions that have been patented for invention. The block building superior to this structure has a sense of heaviness and security, basically no cultural emotion and price acceptance barriers, and is easier to be accepted by users. More importantly, there is no need to increase investment in anti-seismic fortifications, and the production methods and equipment are popularized everywhere in the country, and can be transformed for general use, which has the basic conditions for large-scale development. The series of products can be widely used in various buildings, traffic bridges and tunnels, sponge city pipe corridors, urban roads, water conservancy and mountain slope protection and other buildings, and have good thermal insulation performance, which can meet the changing requirements of building energy saving of more than 50%, especially in Comparing the comprehensive anti-seismic function of the house with any similar building, the time for people to escape after an earthquake has been increased from twelve seconds to more than ten times for this kind of building. At the critical moment of life and death, it can really avoid an effective On the premise of the important feature of life channel, it can also effectively use waste resources such as urban construction waste, industrial and mining waste, municipal solid waste, urban sludge, agricultural crop straw, river, lake and sea silt to produce various comprehensive chain and Limit chain combination blocks. The comprehensive cost of the house is lower than that of any existing building. Research, development, improvement and promotion of this new interlocking block building structure system that is both competent and superior to traditional brick-concrete structures in line with national conditions can form a new industrial chain, which will enrich and enhance my country's future urban construction. The level of my country's architectural technology has great social significance and economic value for accelerating the reform process of my country's walls, saving, inheriting and developing my country's unique "Qin brick" architectural culture, which is what generations of insightful people in this industry are striving for. A dream come true!

Contents of the invention

The purpose of the present invention is to improve and further innovate the problems existing in the existing and existing social background and technical background, to provide a construction method with more perfect products and broader market application prospects, which can be selected by users, The block type of functional combination of products can not only build houses manually by primitive manpower, but also adapt to product parts, production industrialization, and assembly mechanization, so as to fully replace the traditional brick-concrete structure building. It is an all-round new concept that is truly suitable for the national conditions. , a new construction system formed by a new method and a new industrial chain. In the content of the present invention, a group of combined blocks can be assembled into beams, columns, floor slabs, and wall-based building structural components. This assembled structure is suitable for any kind of functional composite blocks to construct anti-seismic houses, especially concave-convex all-round interlocking composite block houses, and is also suitable for filling walls and reinforced masonry buildings of existing high-rise buildings.

The technical solution of the present invention is a method for building a house by interlocking and combining blocks to assemble components, including assembling the components of the house: structural columns, beams, walls, and floor slabs, characterized in that: structural columns, beams, walls, The floor slab is a chain structure assembled from different types of exterior walls and interior walls with concavo-convex dislocation mortar joints or horizontal dislocation mortar joints on the surface of the wall. Columns, interlocking beams, interlocking walls and interlocking floor slabs, etc.; each component is equipped with a ring reinforcement steel bar in the vertical hole that can be used for hoisting and strengthening the structure, making each component a standard that can be hoisted and assembled Independent components; interlocking structural columns and interlocking walls are of the same height, interlocking floor slabs are equal to the width of housing bays, floor slabs can be enlarged and assembled, and mechanical hoisting equipment is used to assemble layer by layer according to the drawing design, and the assembled interlocking beams and interlocking walls are interlocked in the horizontal direction Structural state, interlocking structural columns and interlocking wall nodes are unified in the vertical structural interlocking state; interlocking floor slabs and interlocking walls are in the state of steel bar or steel pipe concrete structure.

The chamfering and chamfering type A all-round interlocking combination blocks of the present invention are characterized in that: interlocking blocks with concave-convex dislocation mortar joints on the surface of the wall in the horizontal direction, each block is connected to the ribs of the front and rear walls, or the upper , or are provided with reinforcement notches up and down, this composite block is divided into the main block and auxiliary blocks which are 1/2, 1/4, 3/4 of the length of the main block and L-shaped node corner blocks, T In addition to the concave surface and tenons in the horizontal direction of the block, the inner and outer walls of the block are provided with horizontal step lock tenons that connect the protrusions at both ends and are parallel to them. , after the wall is assembled, there is an all-round concave-convex interlocking structure relationship between blocks, up, down, left, and right;

The interlocking combination blocks with horizontal and horizontal dislocation mortar joints on the surface of the wall body are B-type anastomosing interlocking combination blocks. Tenon, horizontal grooves are set on the bottom surface, and the upper and lower sides are coincident interlocking structures. Each block is connected to the ribs of the front and rear walls, or there are rib-through grooves on the upper or lower sides. This interlocking combination block is divided into main blocks and main blocks respectively. One-half, one-fourth, three-quarters of the block length auxiliary blocks and basic blocks such as L-shaped node and T-shaped node corner block;

The wall surface is a limit combined interlocking block with horizontal misplaced mortar joints. The blocks are parallel up and down, and the left and right are coincident interlocking or left and right interlocking structures. Each block is connected to the ribs of the front and rear walls, and there are reinforcement slots on the top or bottom or up and down. This composite block is divided into main blocks, which are respectively half, quarter, and half of the length of the main block. Three-quarter auxiliary block and various blocks such as L-shaped node and T-shaped node corner block;

The combination blocks of the different types of A, B, and C mentioned above are also provided with inner wall combination blocks whose thickness is thinner than that of the outer wall. Three-quarter auxiliary block, one-shaped L-shaped corner auxiliary block, T-shaped corner block, and the transition between the outer wall and the inner wall are adjusted to a T-shaped basic block, or all-round chain up and down, or up and down chain or There are many kinds of interlocking forms, such as left and right coincident interlocking and left and right limit interlocking. Using any one of the above combined blocks of different interlocking forms can form a wall with equal thickness between the inner wall and the outer wall and a wall with unequal thickness between the outer wall and the inner wall. And house slabs, L-shaped, T-shaped, cross-shaped and square-shaped structural columns, internal and external wall door beams, window beams, cantilever beams and other building structural components.

The structural columns of the present invention are L-shaped T-shaped or cross-shaped and square-shaped structural columns, which are characterized in that: wherein the L-shaped corner block and 1/2 auxiliary block are combined to form an L-shaped corner construction column; A T-shaped block 1.5 times the length of the main block is combined with an L corner block and 1/2 auxiliary block to form a T-shaped structural column; the T-shaped block is sequentially interlocked vertically and horizontally and interlockingly with the 1/2 auxiliary block. The blocks are combined into a cross structural column, and the square structural column composed of the main block of the inner wall and the L corner block. All independent structural columns and wall nodes are in the shape of openings, that is, the structural shape or a dovetail. A single concave hole and a dovetail single tenon are automatically interlocked. structure; or a symmetrical dovetail hole compound interlocking form; or a concave-convex or one convex-concave double triangular hole and tenon automatic limit chain structure with alternating changes of one front and one back or one back and one front respectively; or It is a single circular handle-type concave hole or a single circular handle-type convex lock tenon automatic interlocking type; or a composite limit interlocking structure of symmetrical circular holes; or a corresponding single trapezoidal groove hole, or a single Trapezoidal convex lock tenon horizontal limit interlocking structure; or corresponding double trapezoidal groove holes, or double trapezoidal convex lock tenon horizontal limit interlocking structure; or corresponding single rectangular Groove hole or single rectangular tenon horizontal limit interlocking structure; or corresponding double rectangular slot holes or double rectangular tenon horizontal limit interlocking structure respectively; or corresponding single Semicircle slot or single semicircle tenon horizontal limit interlocking structure; or corresponding double semicircle slot or double semicircle tenon horizontal limit interlocking structure respectively; or one front one back or one back one respectively A concave circular hole-convex tenon horizontal limit interlocking structure alternately changing at the front; or a concave trapezoidal slot hole-trapezoidal tenon horizontal limit composite interlocking structure which alternately changes one front one back or one back one front respectively ; or one front and one back or one back and one front alternately changing a concave rectangular slot hole and a convex rectangular tenon limiting interlocking structure; or a single triangular groove hole or a single triangular tenon horizontal limit Position interlocking structure; or double-concave triangular hole or double-convex triangular tenon limiting interlocking structure respectively; or respectively chamfered and homogeneous unlimited composite interlocking structure; or respectively zigzag horizontal interlocking interlocking structure Structure; or 1/2 rectangular concave-convex step horizontal limit interlocking structure; or square rectangular unlimited interlocking structure respectively; all structural columns and wall node structures are either interlocking with bolts; or inserting steel cages Pouring concrete composite interlocking; or using a steel clasp to insert the end face of the structural column block and the end face of the wall block and spot welding and then pouring concrete composite interlocking form.

The method for assembling a house with interlocking combined blocks assembled components according to the present invention is characterized in that: the combined blocks used for the structural column and the wall have undergone block chamfering and edge chamfering technology, and after the ash is formed into the wall, it is placed on the wall Concave mortar joints are formed on the surface, that is, the main mortar joints have appeared on the surface of the wall, and the anti-seepage and sealing treatment is carried out by combining the process of wall decoration to replace the traditional masonry method of wiping ash with a knife.

A method for building a house by interlocking and combining blocks to assemble components according to the present invention, the beams include door beams, window beams, and cantilever beams, and the beams are characterized in that they are all built with one or two layers of blocks in a chain The horizontal steel bars are arranged in the threading slots set on each floor and the vertical and horizontal intersecting welding point steel bars are arranged in the holes. Concave-convex joints.

The wall body described in the method for assembling a building with interlocking and combined blocks according to the present invention is characterized in that it includes a wall body with door openings, a wall body with window openings and a whole board wall body without holes under the combination of door beams and window beams. Or combine the walls in pieces, and the holes of the blocks around the assembled walls are equipped with ring steel bars for reinforcement and lifting, or ring steel pipes with holes on the top, and reinforcements are arranged in the holes of the blocks on both sides of the window and door openings. Ringed steel bars or steel pipes used for lifting and transporting. Simple ring beams are set on the wall, and simple foot ring beams are set on the bottom. The holes for the reinforcement are filled with concrete, and the remaining holes of the block are poured and filled for heat preservation. materials, and the vertical piping is symmetrical or corresponding to the hole pattern and tenon pattern set up on the horizontal and structural columns and the wall joint surface, and the two ends of the wall are knocked on the threading ribs to set up guides for installing horizontal bolts. Holes or conduits, implemented in one go;

The assembled interior wall is either a non-casting block wall or a composite pouring self-insulation interlocking block wall. The method is characterized in that: the interlocking combination blocks are used to assemble and cast a composite thermal insulation material wall, and a hydraulically folded vibration mold is used. The assembled parts with a slope greater than 90° supported by hydraulic props on the platform are supported on the support platform, and after the assembled hollow wall is injected into the hole with foamed thermal insulation concrete, the hydraulic folding device combines the inclined plate with the assembled wall. Slowly lay it flat, so that the original foam body with a pressure of more than 3m becomes a horizontal pressure expansion body with only a dozen centimeters, so as to ensure that the foam body can be formed smoothly in the hole of the wall block under no pressure, so that For the wall to truly achieve self-insulation effect, all ground holes must be sealed before pouring materials, and the top holes of the wall must be sealed before laying flat.

The method for building a house with interlocking combined blocks assembled components of the present invention is characterized in that: the assembling method of the structural column and the wall body, the premise of the structural column and the corresponding interlocking structure is interlocking assembly, and according to the design positioning requirements, Break the rib in the middle of the two threading grooves on the horizontal block at the section of the beam height of the wall, that is, when the structural column and the wall are assembled, a gap from one end of the structural column to the wall is formed. The horizontal hole at the other end, in this hole, the conduit and the horizontal threading pipe can be pre-embedded, and the locking bolt is inserted into the limit chain horizontally when the column and the wall are assembled and docked;

When combining and assembling structural columns and walls, the characteristics of using mortar technology for assembling masonry components are: using viscose dip-dyeing method, when assembling and assembling parts such as walls, ordinary construction glue is added to cement, and after stirring, use The flat-bottomed box is used to hold the pieces, the blocks are dipped in the mixed grout, outlined with cement mortar or solidified by the inner and outer whitewashing layers.

In the method for assembling a house with interlocking combined blocks assembled components according to the present invention, the said floor is divided into the block combined floor of embodiment 1 and the diamond-shaped blind hole floor of embodiment 2, and the block combined floor Embodiment 1 is characterized in that: the block composite floor uses the main block and 1/2 auxiliary block of the length of the main block, combines horizontal and vertical reinforcement and pours concrete in the block holes, and after being cured into rigid structural parts , directly installed on the wall cylinder; the rib-shaped blind hole floor slab is characterized in that: the structural method of this kind of structural method is that the reinforcing ribs are arranged horizontally on the platform, and the reinforcement cages for vertical layout and lifting are arranged vertically. Pouring concrete; described embodiment 2 prismatic reinforcement blind hole slab is a prefabricated prismatic reinforcement net, and the four corners of the net or pre-embedded or later stages are all provided with L-angled walls to form closed triangular reinforcing bars, namely The right-angled rib head protruding from both ends of the reinforcing rib is directly anchored into the assembled L-angle block wall and the core column with vertical reinforcing ribs in the reserved part of the hole when the floor is installed. Fill and solidify with concrete, and run through each floor, so as to strengthen the control of the wall structurally, so that the original square wall cylinder can be shaped into an "octolateral" structural wall cylinder in terms of structural mechanics, further improving The earthquake resistance of the house.

The method for assembling a house by interlocking and combining block assembling components according to the present invention is provided with L, T, and cross-shaped square structural columns, and is characterized in that: all L, T, and cross-shaped square structural columns are provided with The steel casing or reinforcement that can penetrate each floor, the central column in each wall, the reinforced cement concrete structure and horizontal wall reinforcement in the structural column are only welded in each horizontal block. Large and small sets of medium steel pipe casings run through each floor, or reinforcing ribs are arranged in structural columns, and the upper and lower floors are welded and raised. Low-level buildings do not need to deploy reinforcing ribs, and are only filled with plain concrete.

The method for assembling a house with interlocking combined blocks assembled components according to the present invention is characterized in that: when each structural part is cured and formed, the foundation of the house is in place, and then the size of the bay is designed according to the basic drawing, and the position of the structural column is transported to the site As shown in Figure 30, or first hoist the structural column, the structural column is equipped with steel pipes or steel bars that match the foundation, the steel pipes are put in place with large sets of small sets, and the steel bars are welded in place, adjust the tooling tools through the angle, and then assemble the wall after adjusting the angle. After the housing cylinder is formed, floor slabs and other conventional prefabricated parts such as stairs and balconies are assembled. In this way, it is assembled room by room and layer by layer to form an earthquake-resistant house with composite design requirements.

The method for assembling a house with interlocking combined blocks assembled components according to the present invention is characterized in that: according to it, a combined interlocking block is used to assemble structural columns and wall parts, which can be combined into bays of single-layer walls The shell of the house is implemented in combination with the "eight-square" wall technology brought about by the floor reinforcement technology, and then hoisted and assembled into a sandwich wall house with a bridge-cut cold and heat break. The sandwich holes formed by the inner and outer layer spacing are filled with fireproof and heat insulation Material.

The L, T, and cross-shaped square structural columns required by the house of the present invention, when assembled, the bottom of the column passes through the built-in steel pipe or steel cage, and the upper and lower steel pipes of the components can be fitted with concave and convex, and can be connected with the foundation cloth on the ground by pouring the holes of the steel cage. Reinforcement forms a concrete structure; the core column set on the wall can be inserted into the corresponding hole according to the design height of the building, or it can be filled with plain concrete. In the above, the characteristics emphasized are that this kind of concavo-convex gray joint chain structure can flexibly jump with the vibration of the earthquake. Mainly use the interlocking structure blocks that can restrict each other to offset the destructive energy of the earthquake flexibly, instead of emphasizing the rigid earthquake resistance of the whole house to "head-to-head" Therefore, the necessary horizontal and vertical steel bars or steel cage welding points in this kind of assembled brick-concrete structure house with layer-by-layer interlocking combination of block walls and interlocking structural columns as the main structure are only considered Each layer of horizontal blocks in the wall does not need to be welded firmly at each vertical and horizontal intersection point, so as not to increase unnecessary expenditure on craftsmanship and materials and avoid causing damage to the wall when the house is subject to an earthquake. Cracking is not good for earthquake resistance or counterproductive.

The combined and assembled block body of the present invention is adapted to replace traditional brick-concrete structure buildings with reinforcements, and can also be adapted to fill walls of high-rise frame structures as long as the formula bulk density is changed.

When the components are assembled into a house, the structural columns can be positioned first, then the walls can be installed, and the floors can be installed last, or the walls can be positioned first, then the structural columns can be installed, and the floors can be installed last.

In order to further improve the heat insulation performance of the house wall, the combined assembly parts of the present invention can be assembled into a sandwich wall cylinder house with inner and outer walls cut off cold and heat bridges according to the needs of the region.

The various structural parts of the present invention have a large amount of assembly, and corresponding equipment must be provided. A hydraulically foldable assembly mold table is specially designed, and its characteristics are: the flat base is supported by the support of the assembly parts, the worker assembles the standing platform, and the hydraulic cylinder , engine base, fuel tank and other component groups, the platform relies on the flat plate, through the hydraulic static force of the oil cylinder and the connection between the central support shaft and the reversing support shaft, the components under the load can be lifted within the range of 0-90°. At the same time, it is also a must-use device for composite walls.

Other common parts involved in the assembled room of the present invention, such as stairs and balconies, can be completed as part of the product, and individual parts that need to be strengthened can be compounded twice.

Overall advantage of the present invention is manifested in:

First, the structural components can be completed at low altitude in the factory or construction site, reducing the risk of building-intensive manpower working at high altitude;

Second, it is convenient for fine implementation of various crafts on the ground, such as the implementation of multi-functional layout of wall decoration to every detail;

Third, due to the flat surface of the blocks and the high accuracy of geometric dimensions, the construction speed is accelerated, the amount of mortar used is reduced, and the construction cost is reduced;

Fourth, it solves the problem of slow construction due to the consumption of a large number of templates and steel pipe supports in the cast-in-place technology.

Fifth, combined with the portable supporting facilities, it can be used on large-scale old city reconstruction sites, from processing construction waste to producing block composite components with local materials, until building assembly, which can reduce a large amount of raw material transportation. For developed cities, Reducing the secondary pollution caused by transportation of waste on urban roads and reducing traffic jams have significant social and economic benefits, and the transportation cost alone can reduce the overall construction investment by about 15%;

Sixth, the combination of blocks is assembled, the input equipment is simple, the scale can be large or small, and it can be selected according to the location and people. Compared with the red brick masonry houses in the past, the process and process are simpler, the application is more convenient, the cost is cheaper, and the quality is better. Excellent, for houses with the same quality requirements, the average comprehensive cost will be reduced by 10-20%.

Seventh, due to the unique scientific nature of the simple and effective anti-seismic fortification embodied by the chain effect of the combined blocks, the houses constructed by the combined components can greatly reduce the application of steel materials on the premise of meeting the anti-seismic level fortification requirements, which is beneficial to the remote economy. Developed areas also have important practical significance for reducing the cost of builders, making the anti-seismic effect more reliable, and minimizing the loss of life and property caused by sudden earthquakes to the people.

Eighth, the combined interlocking block building structure system, the traditional brick-concrete structure system, is in line with China's traditional architectural culture for thousands of years, and the houses built with it have neither cultural differences nor acceptance barriers in the hearts of the people, and are less economical than the current housing prices. Accepting barriers, this series of products can be used for both ground floor and high-rise buildings, that is, housing construction, and can also be widely used in traffic, bridges, tunnels, sponge city pipe corridors, urban street pavement, water conservancy slope protection facilities, etc. It is the most ideal product to fully replace the status of traditional red bricks. The development of its project industry chain is crucial to the revitalization of my country's building materials industry, the ultimate goal of my country's implementation of wall reform, the promotion of my country's traditional architectural culture, the expansion of my country's broader application field space, and the promotion of social Economic development will make a huge contribution.

Description of drawings:

Fig. 1 is a schematic block diagram of a class A concave-convex gray joint with main block 4 as the main block, three rows of concave-convex interlocking and anti-seepage concave-convex steps up, down, left, right, and behind the front wall of the wall.

Fig. 2 is a schematic block diagram of a single-row hole step compound upper, lower, left and right concave-convex interlocking combination block with main block 4 as the main block of Class A concave-convex gray joint

Figure 3 is a schematic diagram of the block shape of the A-type concave-convex joint with the main block 4 as the main block and three rows of holes in the shape of "Mu" in the shape of upper, lower, left and right concave-convex interlocking combinations

Fig. 4 is a schematic diagram of the block shape of the upper, lower, left and right concave-convex interlocking combination blocks of the inner wall duplex single-row hole with the main block 4 as the main block 4

Fig. 5 is a block diagram of a type A concave-convex joint with the main block 4 as the main block 4 and a single row of holes in the inner wall with double-shaped upper, lower, left and right concave-convex interlocking combination blocks.

Fig. 6 is a schematic diagram of the block shape of a class A concave-convex mortar joint with a single row of holes in the inner wall with the main block 4 as the main block.

Fig. 7 is a schematic diagram of the block shape of the class B horizontal gray joint with the main block 4 as the main block, the upper and lower, the upper and lower, the horizontal trapezoidal wall, the front wall, the rear limit interlocking and the left and right dovetail anastomosis interlocking combination blocks

Fig. 8 is a schematic block diagram of a horizontal mortar joint of type B with the main block 4 of the inner wall as the main block.

Fig. 9 is a schematic diagram of a single row of holes in the B-type horizontal mortar joint with the main block 4 of the inner wall as the main block.

Figure 10 is a schematic diagram of the block shape of the C-type horizontal gray joint with the main block 4 as the main block, the double-shaped parallelogram single row of holes, and the end is the dovetail hole.

Schematic diagram of interlocking combination blocks in the inner wall with the main block 4 as the main block, the Japanese-shaped single-hole row and the interlocking structure by means of reinforcement.

Figure 11A is the three-dimensional view of ① L-shaped structural column, ② T-shaped structural column, and ③ cross-shaped structural column in the combination of related blocks in the upper, lower, left, right, front and rear all-round interlocking walls. schematic diagram.

Figure 11B shows the all-round concavo-convex interlocking wall surface in the horizontal direction up, down, left, right, front and back, and the surface of the horizontal gray joint interlocking combination block is composed of ① L-shaped node structural columns, ② T-shaped node structural columns, and ③ cross-shaped nodes. Schematic diagram of a structural column.

Fig. 11C is a three-dimensional schematic diagram of ① L-shaped node structural column, ② T-shaped node structural column, and ③ cross-shaped node structural column in the combination of blocks in parallel up and down and left and right interlocking blocks.

Fig. 12 is a schematic diagram of a cloth-reinforced door beam and a window beam assembled with the main body of the chain block and 1/2 auxiliary block.

Fig. 13 is a schematic diagram of a cantilever beam or a window beam with interlocking block main body and 1/2 auxiliary block.

Fig. 14 is a schematic diagram of a reinforced door beam and a window beam assembled by the main block of the horizontal plane end chain block and 1/2 auxiliary block.

Fig. 15 is a three-dimensional schematic diagram of an L-shaped structural column assembled by interlocking blocks on the assembling platform with cloth reinforcement.

Fig. 16 is a three-dimensional schematic diagram of a T-shaped structural column assembled by interlocking blocks on the assembling platform with cloth reinforcement.

Fig. 17 is a three-dimensional schematic diagram of a floor slab composed of Class B interlocking blocks on an assembly platform with reinforcement.

Fig. 18 is a three-dimensional schematic diagram of a wall with window holes assembled by interlocking blocks on an assembly platform.

Fig. 19 is a schematic diagram of a structural method of welding interlocking block structure columns and wall clips or using plugs to assemble the structure.

Fig. 20 is a schematic diagram of interlocking block structure columns and walls with unequal width blocks.

Fig. 21 is a schematic diagram of the assembled structure of interlocking block structure columns and walls using concrete pouring.

Fig. 22 is a schematic diagram of the interlocking block structure column and the wall using a vertical reinforcement cage lock bolt type assembly structure.

Fig. 23 is a schematic diagram of an assembled structure of interlocking block structure columns and wall nodes using horizontal anchor bolts and vertical interlocking.

Fig. 24 is a schematic diagram of the assembly structure of a floor slab built by B-type interlocking blocks and reinforcement methods.

Fig. 25 is a schematic diagram of the assembly structure of the block floor slab assembled by the A-type interlocking blocks and the reinforcement method in Embodiment 1.

Figure 26 is a schematic diagram of the reinforcement structure of the blind hole floor slab in Embodiment 2

Fig. 26' is a schematic diagram of the assembly structure of the prismatic cloth reinforcement blind hole floor slab and the wall body formed by the mold in embodiment 2.

Fig. 27 is a schematic diagram of widening and assembling welding of a prismatic reinforcement blind hole floor slab in embodiment 2.

Fig. 28 is a schematic diagram of installing a structural column on a foundation structural column pile foundation of a house.

Fig. 29 is a schematic diagram of adjusting a structural column using an adjustment tool.

Fig. 30 is a schematic diagram of interlocking assembly of a door opening wall and a structural column using hoisting equipment.

Figures 31 and 32 are schematic diagrams of interlocking assembly of walls with window holes and structural columns using hoisting equipment.

Fig. 33 is a schematic diagram of interlocking assembly of the entire panel wall and the structural column by hoisting equipment.

Figure 34 Schematic diagram of hoisting the floor with hoisting equipment

Figure 35 is a schematic diagram of the overall hoisting assembly of the floor, column, wall, and house

Fig. 36 is a schematic diagram of using any set of interlocking blocks of the combined inner wall to assemble a sandwich wall cylinder with a broken cold and heat bridge.

Fig. 37, 38, 39 are the working schematic diagrams of hydraulic pressure folding or assembling mold table.

detailed description:

Below in conjunction with accompanying drawing and embodiment the present invention will be further described

As shown in Figure 1, it is a three-row hole all-round multi-functional interlocking combination building block, with the main block 4 in Figure 1 as the core, forming 3/4 of the length of the main block respectively 3, 2 in Figure 1 Blocks such as /4 2 in Figure 1, 1/4 in Figure 1, L-shaped Figure 1, 5, and T-shaped Figure 1 such as 6 constitute a type of concave-convex dislocation interlocking mortar joint type A on the surface of the wall to be constructed. Combined blocks become the most basic parts of assembled structural columns, beams, walls and floors that can finally be assembled into houses. 9 and 10 shown in Figure 1 form the interlocking structural relationship of up, down, left, and right of the blocks; 4 and 4 ′ forms a horizontal left-right interlocking relationship between the blocks, and 4′ is connected to the inner side of the convex lock tenon at both ends of the upper plane of the block to form a step corresponding to the concave plane 10 on the outer side of the block, and a step corresponding to the bottom surface of the block. The corresponding 4″ grooves can be matched and interlocked, which not only further enhances the function of the horizontal limit between the wall blocks, but also avoids the formation of straight line joints inside and outside the wall after assembly, which is not only waterproof and seepage-proof, but also increases the resistance. The function of breaking the cold and heat bridge. This kind of interlocking combination block is only suitable for the production of high-tonnage upper and lower two-way hydraulic forming machines.

As shown in Figure 2, it is a chain combination block with a single row of hole walls with concave and convex gray joints similar to the functional effect described in Figure 1. This group of blocks is composed of 4 and 3/4 in the main block diagram. In 3,1/2 block figure 2,1/4 block figure 1,L corner block figure 5 and T type corner block figure 6 etc. basic block types are combined into a kind of combined interlocking block. The main block is shaped like a "duplex character", and the two ends of the block are 8, 8' in the symmetrical dovetail opening hole diagram.

As shown in Figure 3, this kind of combined interlocking block is suitable for the production of ordinary domestic fixed or walking molding machines, but a core-pulling mold must be provided. It is a kind of interlocking combined block with three rows of holes in the "mesh" type and the surface of the wall showing A-type concave-convex dislocation mortar joints with the same functional effect as described in Figure 1. The blocks are composed of 4 and 3/4 in the main block diagram Middle 3, 1/2 block figure 2, 1/4 block figure 1, 5 in the L corner figure and 6 basic block types in the T shape corner figure are combined into a kind of combined interlocking block. On the block with the main block as the core, there are no horizontal interlocking and waterproof steps. The openings at both ends of the main block are in the shape of a single dovetail hole 8, and the ribs of the block are provided with slots 7 for piercing ribs. It is designed to adapt to the production of domestic fixed or walking type, ordinary earthquake and molding equipment, but it needs to be modified or equipped with a core-pulling mold.

As shown in Figure 4, it is a "duplex"-shaped single-row hole with similar functional effects as described in Figure 1, and the wall surface is a combination interlocking block of type A concave-convex dislocation mortar joint type, from the main block diagram 4, 3/4 figure 3, 1/2 block figure 2, 1/4 block figure 1, L corner figure 5 and T-shaped corner figure 6 basic block types are combined into a kind of combined interlocking building blocks. The openings at both ends of the main block are in the form of "dovetail" holes 8, and there are threading grooves 7 on the surface ribs of the block.

As shown in Figure 5, it is a kind of internal wall combined interlocking block used in conjunction with the outer wall described in Figure 1, and this kind of combined block is provided with the outer and inner T-shaped corner interlocking blocks of 7' in Figure 5 , the rib at one end of the block and the outer wall is provided with a reinforcement groove 7, the rib at one end of the inner wall is provided with a reinforcement groove 7, and the ribs of the other blocks are provided with a reinforcement groove. Main block 4, 1/2 block 2, 3/4 block 3, 1/4 block 1, L corner block 5 and T-shaped corner and cross share block 6 to form. This group of products is suitable for the production of stationary common mode seismic or table seismic equipment or walking equipment, and a core-pulling mold is required.

As shown in Fig. 6, it is a kind of internal wall combined interlocking block used in conjunction with the outer wall described in Fig. 5. This combined block is provided with an L corner block, and one side thereof is composed of 3 blocks of the main block. /4 and the other side are 1/4 of the length of the block and are formed at an angle of 90°, and threading slots 7 are arranged on the upper and lower sides of the convex locking rib. This combined block is composed of 4, 1/ in the main block diagram respectively It consists of 1 in 4, 2 in 1/2, 3 in 3/4, 5 in L corner block, 6 in T-shaped and cross shared block, and 9 in right-angle corner block. Another feature of this kind of combined block is that it is symmetrical up and down, and can be built in the forward and reverse directions. It can adapt to the assembly of various rectangular structural columns and L, T, and cross-shaped structural columns, and is suitable for high-tonnage two-way hydroforming equipment. Production.

As shown in Figure 7, it is a combined block with B-type horizontal dislocation mortar joints on the surface of the wall, horizontal internal interlocking and vertical double interlocking of end dovetail holes. The outside of the horizontal plane is provided with a concave locking surface 10 and a convex locking plane 4' from one end of the block to the other end, the convex locking plane is flat with the block rib 9', and the block rib is provided with symmetrical and parallel threading slots 7. This combination The blocks are respectively composed of main block 1, 1/2, 2; 1/4, 1; 3/4, 4 of the length of the main block; L corner block 5 and T-shaped and cross corner block 6; Middle 10 and 4", 4' and 10' are horizontally concave-convex limit interlocking, and 8 and 8' are horizontally coincident limit interlocking. This group of products is suitable for modular seismic blocks that are widely popular in China, or modular seismic plus table seismic blocks. Molding machine production, but need to change the core-pulling mold.

As shown in Figure 8, in order to cooperate with Figure 7 exterior walls to build a group of same-type interior wall horizontal limit interlocking and interior and exterior wall interlocking composite blocks, it consists of main block 4, 1/4 of the length of the main block, 1; 1/2, 2; 3/4, 3; L corner 5, T-shaped and cross-shaped corner sharing block 6, and interlocking block 7A of T-shaped corner block on the inner and outer walls; Plane convex lock tenons 4' and 10' are matched horizontally and vertically to limit interlocking. When the outer wall and inner wall form a T-shaped wall, use the L transitional interlocking block 7A, and 11 in block 7A is the same as the T-block 6 on the outer wall in Figure 7. The shape of the central hole 11 matches, and the upper and lower concave-convex matching of the blocks 4' and 10' are interlocking. Combined into T-shaped chain structure columns and walls. This kind of combined horizontal limit interlocking block is suitable for domestic ordinary block forming machine equipment after being transformed into a core-pulling mold form, and the two-way concave surface of the block is facing upwards, and can be produced.

As shown in Figure 9, a group of interior wall interlocking blocks is set up to adapt to the horizontal limit interlocking combination blocks of the type shown in Fig. 8. L-shaped corner blocks 9, 9', because the upper horizontal concave-convex and the lower horizontal concave-convex limit chain are not symmetrically linked up and down, this L block cannot be used for a block corner but must be formed by a pair of L blocks in opposite directions To adapt to the four-corner chain construction and rectangular construction column construction in the house (seeing the "structural column and assembly equipment assembled by interlocking combination blocks" applied for in Figure 2 shown in Figures 12, 13, 14, and 15 of the invention patent), this combination The interlocking blocks are suitable for domestic common block forming machine equipment or walking equipment, and the modified core-pulling mold form is produced with the horizontal concave surface of the block facing upwards.

As shown in Figure 10, it is a type C wall with horizontal misalignment on both sides and two ends of the gray joints. One end of the block body 4' is a dovetail hole 8 and the other end is a protruding lock tenon 8' of an anastomosis lock, through the horizontal dovetail self-locking type, the chain of each block level fish-biting tail type is guaranteed. Combining bolts, pouring concrete or clasps to weld solid structural columns and wall nodes or coincident self-locking or limited passive interlocking. The amount of vertical reinforcement is added to the wall. This group of interlocking blocks is composed of main blocks, 1/2, 3/4, 1/3 of the main fast length, L corner blocks, T-shaped and cross shared corner blocks. .

The above composite blocks are all chamfered at the four corners of the block as shown by 13 in Figure 1, and chamfered on both sides of the block, as shown by 14 in Figure 1.

Figure 11A is A, B, and C three different interlocking shapes designed according to the selection equipment suitable for domestic production. The wall surface is an all-round interlocking combined block with dislocation concave-convex interlocking mortar joints. It is used as shown in Fig. 1 and Fig. 2. The 5 in the combined block shown in Fig. 3 and Fig. 4 intersects at the same L corner block direction at 90° and is combined with 2 in Fig. 1 to form the L corner column ① in 11A. Use 6, 5 and 2 in this figure for each Layer cross masonry forms the ②T-shaped structural column in Figure 11A, and uses 6 and 2 cross masonry in the above figure to form the cross-shaped structural column ③ in Figure 11A. The joint openings of the above structural columns and the wall are symmetrical dovetail holes, as shown in 8 in Figure 1, 8 in Figure 2, and 8 in Figure 3, and the above structural columns and the horizontal plane blocks of the wall are misaligned Chained gray seams. Corner 1' is a horizontal gray joint. See 1" in the picture.

Fig. 11B is one of A, B, and C three different interlocking shapes and forms designed according to the selection equipment suitable for production in domestic equipment. The L corner blocks 5 and 2 are two types of block shapes, and the L-shaped structural column ① is formed by intersecting blocks of each layer; ② in Fig. 12 uses the L corner blocks 5, 6 and 2 in Fig. 7 , a T-shaped structural column formed by crossing each floor; ③ is a cross-shaped structural column assembled by crossing 6 and 2 blocks in Figure 7, and the joint between the structural column and the wall is the block on one side of the wall The shape of the opening is a symmetrical dovetail hole, as shown by 8 in Figure 7, in which the L corner 1″ is a concave-convex gray joint; other structural columns and the blocks of the wall are horizontally dislocated gray joints.

Figure 11C is a C-type combined limit chain block at both ends of the ABC three different interlocking shapes and forms designed according to the selection equipment suitable for domestic production. Block cycle transformation 90° and 1/2 adjustment block 2 are combined to form an L-shaped structural column; use 6 and 5 and 2 in Figure 10 to form a T-shaped structural column ②; use 6 and 2 in Figure 10 to form a cross Into a cross structure column ③. The shape of the joint openings between the above structural columns and the wall is a symmetrical dovetail hole, as shown in 8 in Figure 10, and the above structural column corners 1″ and the wall are horizontally dislocated gray joints between the blocks. The above All L-shaped, T-shaped, and cross-shaped structural columns have been described in detail in the graphic text of "Structural Columns Assembled by Interlocking Combination Blocks and Assembly Equipment" that was applied for at the same time. Block-assembled structural columns and assembly equipment" are shown in Figures 12, 13, 14, and 15 in the document.

As shown in Figure 12, the main blocks 4 in Figure 1-Figure 4 and Figure 7 and Figure 10 are arranged in a straight line, and the horizontal reinforcing ribs are arranged on the upper and lower wiring grooves of the block body 4, and the vertical ribs are arranged and welded in the holes of the block body. After the ribs are reinforced, concrete is poured into the holes of the reinforcement and cured to shape. It is characterized in that it can become a window, a door beam, and a simple window beam that can be interlocked with the concave-convex teeth of the wall, as shown in 4 in Figure 12. The double-layer structure cantilever beam is shown in 4 in Figure 13 and Figure 14. as shown in 4.

As shown in Figure 30, a wall with a door opening is composed of the all-round interlocking block 4 and block 2 in the concave-convex dislocation mortar joints in the wall from Figure 1 to Figure 4; where MC is a reinforced door beam or window beam; 3X is Simple reinforced ring beam; 5D is the reinforced foot beam or cantilever beam, 5A is the steel ring for hoisting reinforcement, and all the reinforcements are laid out in place during the assembly process.

As shown in Figure 18, the wall with window holes is composed of the main block 4 and auxiliary block 2 in Figures 1-4. In the figure, MC is a window beam with reinforcement; 3X is a simple ring beam with reinforcement; Reinforced window sill beams; 3X is cloth-reinforced anchor beams.

As shown in Figure 17, the main block 4 and auxiliary block 2 of the inner wall are used to assemble the floor slab of the blocks in Figure 5, Figure 6, Figure 8, and Figure 9, 4H is a vertical structural reinforcement cage, and 5A' is a dual-purpose reinforcement for longitudinal reinforcement and suspension ring 5A 5A' or reinforcement cage 4H, the lower end of 5A is the steel supporting plate 6b welded by the distributed reinforcement 5A'. After the floor slab is assembled, concrete is poured into the vertical hole, and it becomes a rigid part after natural curing.

Figures 24 and 25 are the schematic diagrams of the layout of reinforcing ribs in the interlocking block floor slab in the block body of Example 1 of the block composite floor member. In the figure, 4 is the main block of the inner wall, and 2 is the 1/2 auxiliary block of the inner wall; 4H is the wear-through The longitudinal reinforcement cage inserted into the hole of the block; 5D is the horizontal reinforcing rib, and 6b is the supporting plate of the steel reinforcement cage of the lifting ring, which plays the role of fixing and assembling welding. When splicing the block floor, the 2 in Figure 24 at one end of the floor is a 1/2 block hole, press it on the wall block to match the hole in the wall, insert steel brazing and fill in the concrete, the floor area can be enlarged, and when assembling, use For the steel supporting plate 6b welded by electric welding, the two plates are connected and welded, and then the waterproof mortar is wiped in the spliced welded bad mouth.

As shown in Figure 26, the schematic diagram of reinforcing bars for the blind-hole floor of Embodiment 2 is arranged. When laying out the reinforcing bars, ensure that two right angles are provided with 8 reinforcing bars at right angles or 8 reinforcing bars at the four corners of each single block. When the floor slab and When the bay area of the house is equal, all the 8 steel bars of the elbows are riveted into the holes of the wall body to bear, so that the original square wall cylinder becomes an "octagonal" wall cylinder in terms of mechanical properties, so as to further increase the earthquake resistance and crack resistance of the house Function. 6b in Figure 26' is an assembled and welded plate for lengthening or widening the floor. When assembling the floor, the blind hole 1 of the floor is facing upwards, and the bottom plane is facing downward. 10 in the center is the hollow hole connected with each rhombic blind hole set in the blind hole prismatic rib, which can be used for the flexible selection of the wiring position of the pre-embedded threading pipe. The lockbolt hole 5 is vertical and coincides with the wall hole. After the positive angle of the floor and the wall is installed, insert steel pipe or steel bar (7H) into the hole and fix the hole of the wall block through concrete, as shown in Figure 26'.

As shown in Figure 21, it is a schematic diagram of the structural method in the assembly stage of the structural column and the wall. The central hole of each structural column is equipped with reinforced and in-place structural steel pipes 3C connected to each layer and equipped with lifting and reinforcing structures. The dual-purpose lifting ring 5 steel bar 5A' that acts on the bearing capacity and strength of the column, through the lifting ring steel bar 5A', each structural column is hoisted into the construction site and put in place. The joint structure method between the structural column and the wall, or a self-locking structure formed by the opening of the structural column and the end face of the block on one side of the wall, as shown in Figure 23, the 8 dovetail concave holes coincide with the 8' dovetail tenon Self-locking type; or 4Z as shown in Figure 19, the dovetail-shaped steel bar lock ring is respectively snapped into the structural column and one side of the wall, and for the two-phase snap ring, concrete is poured in the welding hole to form this indirect Chain type. Or in the corresponding and symmetrical dovetail node holes corresponding to 8 in Figure 21, insert the prefabricated plug 4D into the indirect chain type; or various opening shapes and wall as shown in Figure 11A, B, C structural columns The whole structure is set into the restricted chain type; or 5' in Figure 21 is indirect chain type with pouring concrete, or 4H in Figure 20 is used as 4H in Figure 22 and cast concrete indirect chain type after locking with dovetail steel cage or such as The 4F horizontal bolt structure interlocking type among Fig. 23.

As shown in Figure 23, when the structural column parts and wall parts are assembled, they are divided into at least three levels according to the height of the wall. Knock off the 9', so that the structural column and the wall joint have three horizontal bolt lock holes of the same height. When the wall and the structural column are in place, the special locking bolt 4F can be inserted horizontally to quickly link the structural column and the wall In place, 4F in the figure can also be a horizontal wiring pipe. In the figure 1 is the main view, in the figure 3 is the top view, in the figure 2 is the side view, in the figure 4 is the perspective view.

As shown in Figure 28, according to the layout of the foundation bays of the house, the foundation is first laid flat, and the pre-embedded steel bar column is shown in Figure 28. 3C', each structural column is hoisted with the pre-embedded steel pipe C3 in the column and the foundation steel bar column 3C'. Put it in place, adjust the tooling frame with the angle, as shown in 7 in Figure 35, adjust the angle and distance between the L-shaped structural column ① and the T-shaped structural column ② according to the design drawing, and then respectively install the assembled door openings as shown in the figure. 1' in 30 is as shown in Figure 31 and 4' in 32 or the whole panel wall, as shown in Figure 33, the 2' parts are assembled with each structural column according to the steps, and the structural column and the wall node or directly coincide with each other. The lock is shown as 8' in Figure 23; or as shown in Figure 23, use the plug 4C composite interlocking; or as shown in Figure 19, 22, the reinforcement is poured into the concrete interlocking, and then as shown in Figure 34, the floor member 6 Insert the steel pipe 5A or steel bar 5A' protruding from the center of each structural column into 3C' for assembly, as shown in Figure 35, before assembling the floor, the joint surface between the floor and the wall or the wall and the floor must be covered with mortar. Such single-storey or multi-storey houses can be assembled quickly.

As shown in Fig. 36, using any one group of composite blocks in the interior wall composite blocks set in Fig. 5, Fig. 6, Fig. 8, Fig. 9, and Fig. 10 combined with the setting of the internal and external wall tensile steel bars can be assembled into internal and external walls Sandwich wall cylinder house. Among them, A is the front view of the wall; B is the side view of the wall; C is the view of the sandwich wall; E is the three-dimensional view of the wall; D is the enlarged view of a corner of the sandwich wall; 1 is the outer layer of the wall; 2 is the inner layer of the wall block; 3 is the sandwich space.

As shown in Figure 37, it is the supporting equipment necessary for all assembled components of the present invention, which is composed of the support plate base 7 of the assembled parts, the worker's assembled standing platform 1, hydraulic cylinder 8, machine base 9, oil tank and other components, and the platform is supported by the flat plate , through the relationship between the hydraulic center support shaft 7 of the oil cylinder and the reversing support, the structure under the load can be raised and lowered within the angle range of 0-90°. The above figure 38 solves the problem of pouring foamed concrete in the wall to avoid vertical height pressure After assembling and pouring, the equipment components necessary for large-scale shrinkage of the foam body will be activated by the hydraulic lifting device to level the foam-filled wall. See 12 in Fig. 39, promptly guarantee foam body to form naturally in the block hole and make it become the body of self-insulation wall.

The above is only selected by the present invention and includes several typical embodiments of the combined interlocking block interlocking forms and assembled houses. Partial improvement and homogeneous replacement of content should be included in the scope of protection of the present invention.

Claims (11)

1. A method for assembling a building with interlocking combination blocks, including beams, structural columns, body of walls and floor slabs, characterized in that: the beam structure columns, body of walls and floor slabs are respectively assembled by interlocking combination blocks The interlocking beam components, interlocking structural column members, interlocking wall members, and interlocking floor members; each type of member is equipped with ring reinforcement steel bars (5A′) or steel sleeves for the double function of hoisting and strengthening the structure in the vertical cavity. The pipe (3C), concrete (5′) is potted in the cavity of the reinforcement bar of the hoisting ring; the horizontal tension reinforcement (5D) is arranged in each component, so that each component becomes a standard independent component that can be lifted and assembled; the interlocking structural column The same height as the interlocking wall, the interlocking floor is wider than the width of the house bay, and the floor area can be enlarged for assembly. Use mechanical hoisting equipment to assemble room by floor according to the drawing design. After assembly, the interlocking beams, interlocking structural columns and interlocking walls are at least in the A left and right interlocking structure state is formed in (C) gray suture line in the horizontal direction; interlocking structure columns and interlocking wall nodes are unified in the state of vertical structural interlocking (8), (8′); the floor and the wall are in the reinforcement or Concrete-steel structure (7H) state of vertical bolting of steel pipes. 2. The structural column assembled by interlocking combined blocks according to claim 1, characterized in that: said combined interlocking blocks (with the main block (4) as the core, on the upper, lower, left, and The all-round interlocking form masonry surface in the right front and rear directions is a type (A) interlocking combination block. After being combined into a wall, the surface horizontal direction is concave (10), convex (9), convex (4′ ) Dislocation interlocking and groove mortar joints (A), each block is connected to the ribs of the front and rear walls, or there is a reinforcement notch (7) on the top or bottom, this combination block is composed of the main block and the main block respectively. One-half (2), one-fourth (1), three-quarters (3) of the block length, auxiliary blocks, L-shaped corner blocks (5), T-shaped corner blocks (6) and other basic blocks, In addition to the concave locking surface (10) and the convex locking tenon (9) in the horizontal direction of the block, the inner and outer walls of the block are provided with a horizontal step convex locking tenon (4′ ), the house structural column and the wall are in a close all-round interlocking structural relationship. The interlocking combined block is: a combined block with mortar joints (B) that are horizontally and horizontally dislocated on the surface of the wall, which is a type B interlocking combined block, and a horizontal tenon (4′ ), the bottom surface is provided with a horizontal concave lock groove (10′), and the masonry structure is mainly in an interlocking relationship between the upper and lower sides. ), this composite block consists of main block (4) and one-half (2), one-fourth (1), three-quarters (3) auxiliary blocks and L-shaped corner blocks of the length of the main block (5) and basic blocks such as T shape corner block (6) form. The interlocking combined block is a chain block in which the two ends of the internal block of the gray joint are in a parallel form (C) and the interlocking structure is interlocking. The tenon (8') left and right direction coincides with the interlocking or left and right direction limiting interlocking relationship, and is a type C composite building block. Each building block consists of main block (4) and 1/2 ( 2), one quarter (1), three quarters (3) of auxiliary blocks, L-shaped corner blocks (5) and T-shaped corner blocks (6); Pass through the rib notch (7). The interlocking combined block is provided with an inner wall combined block whose thickness is thinner than the outer wall, and consists of a main block (4), one-half (2), one-fourth (1), and four of the length of the main block. Basic blocks such as three-thirds (3) auxiliary blocks, L-shaped corner blocks (5), T-shaped corner blocks (6), and T-shaped blocks (7A) for transition adjustment between external walls and internal walls, or between blocks Upper, lower, left and right all-round interlocking, or upper and lower interlocking, or anastomosing interlocking between front and rear walls and left and right limit interlocking of block ends as shown in (8) and (8'), use any one of the above groups The combined blocks of different interlocking forms can be assembled into walls of equal thickness between the inner wall and the outer wall, and walls of unequal thickness between the outer wall and the inner wall. The required L-shaped ①, T-shaped ②, cross-shaped ③ and square assembly Structural columns commonly used in houses. The above-mentioned different types of interlocking combination blocks have all been chamfered (13) and chamfered (14). 3. The method for assembling a house according to claim 1, characterized in that: said interlocking structural columns are respectively L-shaped, T-shaped, cross-shaped, and square-shaped structural columns, The "L"-shaped structural column is formed by interlocking the L block (5) and the 1/2 block (2) in the combined block by changing the angle of 90° layer by layer. After the L-shaped structural column is formed There are steel sleeves (3C) in the right-angle holes, and the steel sleeves at the upper end of the column are provided with holes for lifting (5A). In addition, the L-shaped structural columns are arranged in the holes in the direction of combining with the wall according to the design floor height of the building. Reinforcing steel bars (5A′) with different diameters, steel pipes (4F) in the upper, lower, and middle sections of the horizontal direction that can be interlocked with the wall in the combination of structural columns and walls, and concrete (5′) poured into all vertical holes, so that the structural columns Become the L node independent pillar member (11A①), (11B①), (11C①) of the assembled house; The "T"-shaped structural column is composed of L blocks (5), 1/2 blocks (2) and T-shaped main blocks (6) in the combined blocks, which are alternately interlocked and assembled. A steel sleeve (3C) is laid in the center hole of the "T"-shaped structural column. The steel sleeve at the upper end of the column is provided with a hole for lifting (5A). The three-way connection of the column to the wall In the vertical hole, according to the design floor height of the building, there are different diameters of reinforced steel bars with rings (5A), and the steel pipes (4F) that can be interlocked with the wall are arranged in the upper, lower and middle sections of the structural column outer wall and inner wall joints in the horizontal direction. Concrete is poured into the vertical hole to make it a T-shaped independent pillar member (11A②), (11B②, (11C②) of the assembled house; The "ten"-shaped structural column is formed by overlapping and cross-linking the "D" main block (6) and 1/2 auxiliary block in the combined block, and the central hole formed by the "ten"-shaped structure Steel sleeves (3C) are laid, and the steel sleeves at the upper end of the column are provided with holes for lifting (5A), and the vertical holes are partially or fully filled with concrete (11A③), (11B③), (11C ③); The square structural column is composed of the corner block (9J) in the combined block and the main block (4) or is composed of L corner blocks (9A), (9B) and the main block (4) alternately. Made of bricks. The keyholes formed on one side of the L-shaped, T-shaped, and cross-shaped structural columns in the vertical direction to the wall nodes are in the shape of dovetail holes and dovetail interlocking structures. 4. The method for assembling a building with interlocking combined blocks according to claim 1, wherein said interlocking beams include door beams (MC), window beams (MC), and cantilever beams (3X). It is formed by interlocking one or two layers of blocks, and the horizontal reinforcement (6D) is arranged in the threading slot (7) set on each layer, and the vertical and horizontal cross welding point reinforcement (5D) is arranged in the hole, Then concrete is poured, and the beams formed by all concave-convex interlocking combination blocks, and the upper and lower concave-convex surfaces can be matched and interlocked with the concave-convex of the wall. 5. According to claim 1, the method for assembling a house with interlocking combined blocks and assembling structural parts, said wall is characterized in that: it includes a wall with a door opening and a belt with a door beam (MC) and a window beam (MC). For window-hole walls and whole-slab walls without holes or piece-by-piece combination walls, ringed steel bars (5A′) for strengthening and lifting are arranged in the holes of the blocks around the combined walls, or belt-ringed steel bars (5A′) that run through the top of structural columns Hanging rings (5A) and steel pipes (3C) for the hole, ringed steel bars or steel pipes for strengthening and lifting are arranged in the block holes on both sides of the window opening and door opening, and simple ring beams (3X) are arranged on the wall. Simple foot ring beams with reinforcement (3X), the holes of the reinforcement are filled with concrete, and the remaining holes of the blocks used for the external wall are filled with thermal insulation materials, and the holes opened on one side of the wall and the joint surfaces of each structural column Type and mortise-type symmetrical composite interlocking or corresponding anastomotic interlocking, and the two ends of the wall are knocked out to form threading slots for installation of weak current threading pipes and horizontal plug interlocking conduits (4F). 6. The method for assembling a house according to claim 1, wherein the method for assembling a house with interlocking combined blocks is characterized in that: using the interlocking combined blocks to assemble and pour the composite thermal insulation material wall, then use hydraulic foldable vibrating mold table equipment, hydraulic props ( 5), the support angle is greater than 90° slope, relying on the support platform (2, 3), the hollow wall (13) that has been assembled can be poured into the hole after foaming thermal insulation concrete, and the slope can be adjusted by the hydraulic folding device. The flat plate and the combined wall are slowly laid flat, so that the foam body with a pressure of more than 3m becomes a horizontally compressed expansion body with only a dozen centimeters, ensuring that the foam body is basically in a pressure-free state in the hole of the wall block. It can be formed stably under the state, so that the wall can truly achieve self-insulation effect. Before pouring materials, all holes facing the ground must be sealed, and the holes on the top of the wall must be sealed before laying flat, so as to form a self-insulation wall. 7. A method for assembling a house with interlocking combination blocks according to claim 1, characterized in that: the floor slab includes a floor slab of interlocking blocks assembled from inner wall interlocking combination blocks in Embodiment 1 and an edge in Embodiment 2. Shaped blind hole cloth reinforcement floor; said embodiment 1 interior wall interlocking block floor is the main block (4) and 1/2 Auxiliary blocks (2) are assembled and combined with the suspension rings (5A) arranged in the longitudinal holes and the reinforcements (5D) that are dual-purpose and 90 degrees to the holes and under the action of the concrete structure, the rigid floor structure after curing is formed. ; Embodiment 2 The prismatic blind hole reinforcement floor is a lightweight blind hole overall floor that is formed after the mold is released by distributing reinforcement and concrete leveling on a specific formwork platform. , frame steel bars (1) are set around the net, reinforcing bars (3) are set at the four corners of the net to make the four corners of the floor slab a triangular steel frame structure, and the protruding parts at both ends of the reinforcing bar (3) are at right angles to the frame of the floor. 8) When installing the floor slab, it can fit into the holes at the four corners of the wall. After the concrete is solidified, the original square wall cylinder is formed into an octagonal wall in terms of structural performance. 8. A method for assembling a house according to claim 1, characterized in that: when combining and assembling structural columns and walls, the viscose dipping method is used to assemble and assemble parts such as walls, Put ordinary building glue into cement, mix it, put it in a flat-bottomed box, soak the blocks in the mixed slurry, and outline the concave mortar grooves on the wall surface with cement mortar or plaster them with the inner and outer whitewashing layers . 9. The method for assembling a house according to claim 1, characterized in that: in all L, T, and cross square structural columns, the house foundation is provided with steel bars or steel pipes (3C ′), single-storey and multi-storey masonry structure houses, the cement concrete structure arranged in the central column and structural column of each layer of the wall and the horizontal reinforcement of the wall are only welded in each horizontal block, and the column Large and small sets of medium steel pipe casings run through each floor, or reinforcement ribs are arranged in the structural columns, and the upper and lower floors are welded and raised. In addition to the steel bars (5A) or steel ring pipes (3C) for hoisting, low-level buildings do not need to Lay out stiffeners and fill with plain concrete only. All components are hoisted and assembled, and all structural columns and walls are interlocked with joint structures or composite interlocking with plugs; or inserting reinforced cages and pouring concrete for composite interlocking; The composite interlocking form of pouring concrete after spot welding, or the staggered limit interlocking form of concave and convex surfaces. 10. The method for assembling a house according to claim 1, characterized in that: according to it, a combination of interlocking blocks can be assembled into a single-layer wall by structural columns and wall parts The cylinders of each bay of the house are combined with the "eight-square" wall technology brought about by the floor reinforcement technology, and then hoisted and assembled into a sandwich wall house with a bridge-cut cold and heat. thermal insulation material. (See Figure 36). 11. The method for assembling a house according to any one of claims 1-9, characterized in that: the various structural parts are completed on a hydraulically folded and assembled vibrating mold platform (Figure 37) , the hydraulically folded and assembled vibrating mold table is supported by the assembled parts to support the flat base (2 in Figure 37), the worker's assembled standing platform (1), hydraulic cylinder (6), machine base (9), fuel tank (8) Composition, the platform relies on the flat plate (3), and through the hydrostatic force of the oil cylinder and the correlation between the central support shaft (5) and the reversing support bearing (4), the components under the load can be lifted and lowered by 0-90°.