CN107524262B - Structural column assembled by interlocking combined building blocks and assembling equipment - Google Patents

Abstract

The invention relates to a building structure column assembled by interlocking combined building blocks, which is characterized in that combined building blocks with different thicknesses and different interlocking types and having respective functional block types are respectively assembled into hollow or solid L-shaped, T-shaped, cross-shaped and square structure columns with equal thickness and unequal thickness of inner and outer walls of an anti-seismic house, and necessary equipment for assembling the anti-seismic house and assembling the structure column is matched with other components.

Description

Structural column assembled by interlocking combined building blocks and assembling equipment

Technical Field

The invention relates to a constructional column assembled by interlocking combined building blocks. The combined building blocks of different types are assembled into various components, are suitable for being assembled into houses with different floor heights and different fortification requirements, and finally can replace the existing red brick and brick mixed structure building to become one of indispensable components in a new generation building structure system. The interlocking structure column is suitable for manual building in economic laggard areas and industrial production and matched assembly in economic developed areas, and relates to the technical field of buildings.

Background

From the direction of the great development of the domestic wall materials, the newly developed wall materials in different shapes and colors cannot fully contain the inherent culture of the Qin brick, so that the building material quality in the building material industry is not high, the problems of endless product layers, low benefit of production enterprises and serious phenomenon of excellent quality are caused, the wall materials in China cannot compete with the traditional red brick for a long time, and the wall materials in China are finally reformed to be in the situation of twice the effort even though the government action is used layer by layer, and even the special Qin brick building culture in China cannot disappear on the China land due to the pharyngeal waste food before a system which can really replace the Qin brick structure building is not cultured.

One of the types of the prior applied building blocks is that the applicant of the invention obtains a basic block type and a building method of a patent of 'a combined structure of multifunctional interlocking anti-seismic and anti-cracking combined building blocks' patent number ZL2013102006440 invention patent, the original invention technology focuses on solving the problems of the traditional manual building method and building a single-layer or multi-layer house, and because of the concave-convex shape of the blocks, the method using the traditional mortar building blocks is not suitable, the construction speed is slow, the method is only suitable for buildings in regions with relatively laggard economic conditions, and the content of the assembled structural columns under the house assembled by the combined building blocks is not related.

The other type of the currently applied building blocks is a horizontal mortar joint wall body, and the building blocks are concave and convex interlocking building blocks in blocks, are built in a straight line, are only used for filling walls, and have no building block constructional column content.

The third block in the prior application is a parallelogram block of a filling or bearing wall building which is commonly applied in China, no one tries to construct a house by a mechanical assembly form, and an independent block constructional column concept does not exist.

Disclosure of Invention

The invention aims to improve and innovate the problems of the current social background and the prior technical background, provides a construction method which has more perfect products and wider market application prospect, can be used for users to select a combined product by utilizing linked building blocks, can construct houses by original manual masonry, can adapt to product componentization, production industrialization and assembly mechanization, can comprehensively replace the traditional brick-concrete structure building, and can be formed into a new building system by an all-round new concept, a new method and a new industrial chain which are really suitable for national conditions.

The technical scheme of the invention is as follows: the utility model provides a structure post of assembling by chain combination building block which characterized in that: the building columns are assembled by combining building blocks of different types of external walls and internal walls with different types of concave-convex staggered mortar joints or horizontal staggered mortar joints on the surface of the wall body, matched linkage and composite linkage of the external walls and the internal walls, and chamfers and chamfered edges of the limiting linkage. In order to reduce the secondary pollution of cities and save the transportation cost, the house building method is more suitable for the reconstruction of old cities of cities, and the integrated construction of building garbage and new cities is consumed.

The invention relates to a chamfered and chamfered A-type omnibearing interlocking combined building block, which is characterized in that: the wall surface is concave-convex dislocation mortar joint in horizontal direction, each block is connected with ribs of the front and rear walls, or is provided with a bar-penetrating notch on the upper part or the lower part, the group of linkage combined blocks mainly comprises a main block, and basic blocks which are respectively one half, one fourth and three quarters of the length of the main block, an L-shaped node corner block, a T-shaped node corner block and the like, the block body of the block is provided with a concave surface and a tenon in the horizontal direction, the inner wall and the outer wall of the block are provided with horizontal step locking tenons which are connected with bulges at two ends and are level with the bulges, and after the wall body is built, the blocks are in omnibearing concave-convex linkage structure relation with each other up and down and left and right;

the surface of the wall body is a chain combined building block of a horizontal and horizontal staggered mortar joint, and the B-type inosculated chain combined building block is characterized in that: the top surface between the blocks in the building block is provided with a horizontal tenon, the bottom surface is provided with a horizontal groove, the upper part and the lower part of the building block are of a matched linkage structure, each building block is connected with ribs of the front wall and the rear wall, or rib penetrating slotted holes are arranged on the top or the lower part of the building block, and the group of linkage combined building blocks are divided into a main block, an auxiliary block which is one half, one fourth and three quarters of the length of the main block respectively, an L-shaped node and a T-shaped node corner block and other basic blocks;

the wall surface be spacing combination interlocking building block of level dislocation mortar joint, be parallel from top to bottom between piece and the piece, control for coincide chain or control spacing interlocking structure, be C class combined building block, characterized by: each block is connected with the rib of the front wall and the rear wall, or is provided with a bar-penetrating slotted hole at the upper part or the lower part or the upper part and the lower part, and the group of interlocking combined building blocks consists of a main block, auxiliary blocks which are respectively one half, one fourth and three fourths of the length of the main block, L-shaped node and T-shaped node corner blocks and other blocks;

the A, B, C different types of combined blocks are respectively provided with inner wall combined blocks which are thinner than the outer wall, and the main blocks, the auxiliary blocks which are one half, one quarter and three quarters of the length of the main blocks, the L-shaped corner auxiliary blocks in a straight line shape, the T-shaped corner blocks and the basic block bodies of which the outer wall and the inner wall are in transition adjustment in a T-shaped direction, or in a plurality of linkage forms of up-down and left-right omnibearing linkage, or up-down linkage or left-right matching linkage and left-right limiting linkage are combined, and the combined blocks in any one group of different linkage forms can be used for building the equal-thickness wall body of the outer wall, the equal-thickness wall body of the inner wall and the outer wall, and the unequal-thickness L-shaped, T-shaped, cross-shaped and square-.

The structural column is respectively in an L-shaped T-shaped or cross-shaped structure column, and is characterized in that: combining the L-shaped corner block in any one group of interlocking combined building blocks in any one set of interlocking type with the 1/2 auxiliary block to form an L-shaped corner structural column; combining a straight T-shaped block which is 1.5 times the length of the main block, an L-shaped corner block and an 1/2 auxiliary block into a T-shaped structural column; taking a straight T-shaped block, sequentially, vertically and horizontally crossing, inosculating and interlocking to build a building, combining the building with 1/2 auxiliary blocks to form a cross structural column, and sleeving all independent structural columns and wall nodes in an open shape, namely a structural shape, or a dovetail single concave hole and a dovetail single tenon into an automatic interlocking structure; or a symmetrical dovetail hole type composite linkage form; or a concave-convex or convex-concave double triangular hole and tenon automatic limit interlocking structure which alternately changes in tandem or in tandem respectively; or a single round handle type concave hole or a single round handle type convex locking tenon automatic interlocking type; or mutually symmetrical round hole composite limit chain type structures; or respectively a single corresponding trapezoidal groove hole or a single trapezoidal convex locking tenon horizontal limiting interlocking structure; or two corresponding trapezoidal groove holes or two corresponding trapezoidal convex locking tenon horizontal limiting interlocking structures are respectively arranged; or respectively a single corresponding rectangular groove hole or a single rectangular convex locking tenon horizontal limiting interlocking structure; or two corresponding rectangular slotted holes or two rectangular tenons are respectively in a horizontal limiting interlocking structure; or a single corresponding semicircular slotted hole or a single semicircular tenon horizontal limiting interlocking structure respectively; or the two corresponding semicircular slotted holes or the two corresponding semicircular tenons are respectively of a horizontal limiting interlocking structure; or a concave round hole-convex round tenon horizontal limiting interlocking structure which is alternatively changed in tandem or in tandem respectively; or a horizontal limit composite interlocking structure of a concave trapezoidal slotted hole and a trapezoidal tenon which are alternately changed in tandem or in tandem respectively; or a concave rectangular slot-convex rectangular tenon limit interlocking position type structure which is alternatively changed in tandem or in tandem respectively; or a single triangular groove hole or a single triangular tenon horizontal limiting interlocking structure respectively; or a double-concave triangular hole or a double-convex triangular tenon limit interlocking structure respectively; or respectively in a chamfer edging shape without limit composite interlocking structure; or respectively in a zigzag horizontal limiting interlocking structure; or respectively 1/2 rectangular concave-convex step horizontal limit interlocking structure; or respectively in the form of square rectangular non-limiting composite interlocking structure; all the structural columns are in composite linkage with the wall node structure or the plug; or inserting a reinforcement cage to pour concrete composite linkage; or the end face of the structural column block and the end face of the wall block are sleeved with the steel bar snap ring and welded by spot welding and then concrete is poured to form a composite linkage.

The invention relates to a chain combined building block assembly structure column, which is characterized in that: the combined building blocks used by the structural columns and the wall body are subjected to block chamfering and edge chamfering technology to treat the ash into the wall body and then form a concave mortar joint notch on the surface of the wall body, namely, the main mortar joint is presented on the surface of the wall body, and the anti-seepage sealing treatment is carried out by using the process of combining wall surface plastering so as to replace the traditional knife-holding ash-wiping masonry method.

The symmetrical trapezoid splicing platform is characterized in that: the steel frame with an inclined vertical angle upwards supports two oppositely-facing iron plate planes, a lower plane base is combined with a die carrier support with holes for supporting the building blocks and a personnel operating platform structure to form the building block assembling and assembling device, the two oppositely-facing trapezoidal iron plate planes and a platform for workers to operate and stand are more than 100 degrees, and the trapezoidal planes and a supporting seat of a building block assembling and building component are 90 degrees. The base can move and change the model: the base is provided with through holes which are the same as the holes of the assembled building blocks so as to facilitate the longitudinal penetration and fixation of reinforcing and hoisting ring dual-purpose steel bars when various building block structure column building block walls and building block floors are combined, the platform base is provided with a vibration pump and an electrical appliance button switch with corresponding power, when the assembled parts need to pour large-area concrete materials on the parts, an electric button is started, and the finished product forming efficiency is improved in a table vibration mode;

the invention has the overall advantages that:

firstly, the structural components can be completed in a factory or a construction site in low-altitude operation, so that the risk of high-altitude operation by intensive building manpower is reduced;

secondly, the surface of the building block is smooth, and the accuracy of the geometric dimension is high, so that the construction speed is accelerated, the use amount of mortar is reduced, and the construction cost is reduced;

thirdly, the problems that a large amount of templates and steel pipe supports are needed to be consumed in the cast-in-place technology and the construction is slow are solved.

Fourth, combining the light supporting of facility, can be at the site of the building site of large-scale old city transformation from handling building rubbish local materials to producing the building block and making up into the component, until the house is assembled, reducible a large amount of raw and other materials transportation volume, to the developed city, reduce the urban road because of transporting the secondary pollution that the waste material leads to, reduce the traffic jam, all have apparent social and economic benefits.

Fifthly, the combined building blocks are assembled, the investment equipment is simple and convenient, the scale can be large or small, the combined building blocks can be selected by people, and compared with the traditional red brick building house, the combined building block has simpler process and working procedures and more convenient application.

Drawings

FIG. 1 is a schematic diagram of a block shape of an omnibearing interlocking combined block after a main block 4 is taken as a main block and three rows of hole concave-convex interlocking and seepage-proofing concave-convex steps are added on the upper part, the lower part, the left part and the right part of a station front wall.

FIG. 2 is a schematic diagram of a single row hole step composite upper, lower, left and right concave-convex interlocking combined block shape with a main block 4 as the main part

FIG. 3 is a schematic view of a block shape of a three-row hole-shaped concave-convex interlocking combined block with a main block 4 as the main part

FIG. 4 is a schematic diagram of a double I-shaped single row hole upper, lower, left and right concave-convex interlocking combined building block shape of an inner wall with a main block 4 as a main part

FIG. 5 is a schematic view of a single-row hole double-zigzag upper, lower, left and right concave-convex interlocking combined block shape of an inner wall with a main block 4 as the main part

FIG. 6 is a schematic view of a single row of hole-letter "Ri" combined block shape with a main block 4 as the main part

FIG. 7 is a schematic view of a block shape of a combined block which is mainly composed of main blocks 4, is limited in front of and behind the upper and lower horizontal walls of a single row of holes in a shape like a Chinese character 'mu', is interlocked with left and right dovetails in a linkage manner

FIG. 8 is a schematic diagram of a single-row-hole double-zigzag upper and lower horizontal wall front wall rear limit interlocking combined block shape with an inner wall main block 4 as the main part

FIG. 9 is a schematic view of a single row hole Chinese character 'ri' shaped block shape formed by interlocking and combining the front wall and the rear wall of the horizontal wall with the inner wall main block 4 as the main part

FIG. 10 is a schematic view of a dual-square parallelogram single-row hole end with a main block 4 as a main part and a dovetail-shaped interlocking combined block shape

Fig. 11 is a schematic plan top view of A, B, C interlocking blocks, that is, L, T combined by related blocks in all combined interlocking blocks, and a single dovetail lock hole on one side of a cross-shaped node, wherein:

FIG. 11A is a first L-shaped node structural column formed by combining related blocks in the interlocking combined building blocks with concave-convex mortar joints on the surface of an upper, lower, left, right, front and rear omnibearing concave-convex interlocking wall; a T-shaped node structure column II; a cross node structure column and a three-dimensional schematic diagram.

FIG. 11B is a first L-shaped node structural column formed by combining related blocks in horizontal mortar joint type interlocking combined blocks on the surface of a wall body in a concave-convex interlocking manner in all directions along the horizontal direction, wherein the upper part, the lower part, the left part, the right part, the front part and the rear part are in all-round concave-convex interlocking; a T-shaped node structure column II; cross node structure post (c), perspective schematic view.

FIG. 11C is a C-type combined two-end limit interlocking block with horizontally staggered mortar joints on the wall surface, which is designed according to domestic model selection equipment and has three different ABC interlocking shapes and forms.

FIG. 11ABC-1 is a schematic view of L, T, cross-shaped structural column top plan side node of all interlocking type combined blocks combined by related blocks being a single male-dovetail lock tenon.

Fig. 11A, B, C-1', namely, L, T combined by related blocks in all the interlocking combined blocks, and the node at one side of the top plane of the cross-shaped structural column connected with the wall body is a single male-dovetail lock tenon schematic view.

Fig. 11A, B, C-2 is a top plan view of a cross-shaped structural column with two dovetail lock holes L, T on the wall-connecting side of all interlocking combined blocks combined by related blocks.

FIG. 11A, B, C-2' is a plan view of all interlocking type blocks L, T combined by related blocks, and a cross-shaped structural column connected with a wall body and provided with two parallel dovetail lock tenons arranged in parallel.

Fig. 11A, B, C-3 is a plan view of L, T combined by related blocks in all the interlocking combined blocks, and a single trapezoidal lock hole is arranged on the side where the cross-shaped structural column is connected with the wall.

Fig. 11A, B, C-3' is a top plan view of L, T, combined by related blocks, of all interlocking type composite blocks, with a single trapezium tenon on one side of the node of the cross-shaped structural column.

Fig. 11A, B, C-4 is a schematic plan view of L, T combined by related blocks in all interlocking combined blocks, and two parallel trapezoidal lock holes are arranged on the side where the cross-shaped structural columns are connected with the wall.

Fig. 11A, B, C-4' is a schematic plan view of L, T combined by related blocks in all interlocking combined blocks, and two parallel trapezoidal locking tenons are arranged on one side of a node of a cross-shaped structural column.

Fig. 11ABC-5 is a plan view of L, T, cross-shaped structural column node side being a single rectangular slot hole combined by related blocks in all interlocking type combined blocks.

Fig. 11A, B, C-5' is a schematic plan view of a single rectangular tenon at the side where the cross-shaped structural columns are connected with the wall body, L, T combined by related blocks in all the interlocking combined blocks.

Fig. 11A, B, C-6 is a schematic plan view of L, T combined by related blocks in all interlocking combined blocks, and two parallel rectangular concave holes on one side of a node of a cross-shaped structural column.

Fig. 11A, B, C-6' is a plan view of L, T combined by related blocks in all interlocking combined blocks, and two parallel and parallel rectangular tenons at the side where the cross-shaped structural column is connected with the wall.

Fig. 11ABC-7 is a plan view of L, T, single circular lock holes on the node side of a cross-shaped structural column combined by related blocks in all the interlocking type combined blocks.

Fig. 11A, B, C-7' is a schematic plan view of a single tenon at the side where the cross-shaped structural columns are connected with the wall body, L, T combined by related blocks in all the interlocking combined blocks.

Fig. 11A, B, C-8 is a plan view of L, T combined by related blocks in all interlocking combined blocks, and two parallel side-by-side circular lock holes on one side of a node of a cross-shaped structural column.

Fig. 11A, B, C-8' is a plan view of L, T combined by related blocks in all interlocking combined blocks, and two parallel side-by-side circular locking tenons at the side where a cross-shaped structural column is connected with a wall body.

Fig. 11A, B, C-9 is a plan view of L, T combined by related blocks in all interlocking combined blocks, and convex round locking tongues and concave round locking holes on one side of a node of a cross-shaped structural column are arranged in parallel in a crossed mode.

Fig. 11A, B, C-9' is a plan view of L, T combined by related blocks in all interlocking combined blocks, and the concave circular lock holes and the convex circular lock tenons on one side of the node of the cross-shaped structural column are arranged in a crossed and parallel mode.

Fig. 11A, B, C-10 is a schematic plan view of L, T combined by related blocks in all interlocking combined blocks, and convex trapezoidal lock tenons and concave trapezoidal lock holes arranged in parallel at one side of a cross-shaped structural column connected with a wall body in a crossed manner.

Fig. 11A, B, C-10' is a schematic plan view of L, T combined by related blocks in all interlocking combined blocks, wherein the concave trapezoidal lock tenons and the convex trapezoidal lock holes on one side of the cross-shaped structural column nodes are arranged in a crossed and parallel mode.

Fig. 11A, B, C-11 is a schematic plan view of L, T combined by related blocks in all interlocking combined blocks, and a convex rectangular lock hole and a concave rectangular lock tenon which are arranged in parallel at the side where a cross-shaped structural column is connected with a wall body are crossed.

Fig. 11A, B, C-11' is a schematic plan view of L, T combination of all interlocking type given-combination blocks, wherein rectangular concave lock holes and convex lock tenons are arranged in parallel at the side where a cross-shaped structural column is connected with a wall body in a crossed mode.

Fig. 11A, B, C-12 are schematic plan views of L, T combined by related blocks in all interlocking combined blocks, and a concave triangular lock hole and a convex triangular lock tenon on one side of a cross-shaped structural column connected with a wall body.

Fig. 11A, B, C-12' is a schematic plan view of the convex triangular lock hole and the concave triangular lock tenon on one side of the cross-shaped structural column connected with the wall body, which are combined by the related blocks L, T in all the interlocking combined blocks.

Fig. 11A, B, C-13 is a plan view of L, T combined by related blocks in all the interlocking combined blocks, and the double-concave triangular lock hole is arranged in parallel on one side of the cross-shaped structural column connected with the wall.

Fig. 11A, B, C-13' is a plan view of L, T combined by related blocks in all interlocking combined blocks, and the double-convex triangular lock holes on the node side of the cross-shaped structural column are parallelly juxtaposed.

Fig. 11A, B, C-14 are plan views of L, T combined by related blocks in all the interlocking combined blocks, and the triangular lock tenon and the triangular lock hole on one side of the cross-shaped structural column connected with the wall body are crossed and parallelly juxtaposed.

Fig. 11A, B, C-14' is a plan view of L, T combined by related blocks in all the interlocking combined blocks, one side of the cross-shaped structural column connected with the wall body is provided with a concave triangular lock hole and a convex triangular lock tongue which are crossed and parallel.

Fig. 11A, B, C-15 are plan views of L, T combined by related blocks in all interlocking combined blocks, and the node at one side of the cross-shaped structural column connected with the wall body is in a plane crossing composite interlocking type.

Fig. 11A, B, C-16 are top plan views of all interlocking combined blocks L, T combined by related blocks, and the node at one side of the cross-shaped structural column connected with the wall body is rectangular.

Fig. 11A, B, C-17 are right angle step top views of L, T combined by related blocks in all interlocking combined blocks, and a node at one side of a cross-shaped structural column connected with a wall body.

Fig. 11A, B, C-18 are top views of door handle type circular lock holes at the side joint of all interlocking combined blocks combined by related blocks L, T and the cross-shaped structural columns connected with the wall.

Fig. 11A, B, C-18' is a top view of the door pull type circular tenon at the side node where the cross-shaped structural column is connected with the wall body, L, T combined by related blocks in all the interlocking combined blocks.

Fig. 12 is a schematic view of the block 9 and the main block 4 combined by rectangular structural columns built by using the concavo-convex interlocking combined block of the inner wall of fig. 6.

Fig. 13 is a schematic perspective view of rib arrangement of a rectangular structural column.

Fig. 14 is a schematic view of a rectangular structural column combined by the main block 4, the block body L9A and the block body L9B by using the plane interlocking combined block of the inner wall of fig. 9.

Fig. 15 is a schematic view of the reinforcement of rectangular structural columns formed by the combination of the main block 4, the block bodies L9A and the block body L9B by using the plane interlocking combined block of the inner wall of fig. 9.

Fig. 16 is a schematic view of a symmetrical trapezoidal shaped mounting platform.

Fig. 17 is a schematic view of the assembly of L-shaped structural members on a trapezoidal assembly platform.

Fig. 18 is a schematic view of assembling T-shaped structural members on a trapezoidal assembly platform.

Detailed Description

The invention will be further described with reference to the following figures and examples

As shown in fig. 1, the block is a three-row hole omnibearing multifunctional interlocking combined block, which takes 4 in a main block fig. 1 as a core, forms 3/4 blocks with the length of the main block respectively as shown in fig. 13, 2/4 blocks in fig. 12, 1/4 blocks in fig. 1 and fig. 1 5L, 6T and other blocks, forms a combined block with concave-convex dislocation interlocking mortar joint type on the surface of a constructed wall body, becomes a spliced structural column, a beam, a wall body and a floor slab, and finally can assemble the most basic parts of a house, 7 shown in fig. 1 is a horizontal rib-arranging notch; in FIG. 1, 9 is a male locking tenon, 10 is a female locking surface, and 9 and 10 form the up-down-left-right concave-convex interlocking structural relation of the blocks; the convex lock plane 4 'and the groove 4' form a horizontal front-back interlocking relation between the blocks, the convex lock plane 4 'is connected with the inner sides of the convex lock tenons at two ends of the upper plane of the blocks to form a step corresponding to the concave plane 10 at the outer side of the blocks, and the corresponding groove 4' formed at the bottom surface of the blocks can be interlocked in a matching way, so that the horizontal limiting function between the blocks of the wall body is further improved, the linear through joint after building inside and outside the wall body can be avoided, the crack and seepage are prevented, and the function of blocking cold and hot bridges can be increased. The interlocking combined building block is only suitable for the production of a double-sided die hydraulic forming machine with high tonnage and fixed up and down.

Referring to fig. 2, a single row of interlocking combined blocks with concave-convex mortar joints (shown as a in the figure) similar to the single row of wall bodies shown in fig. 1 is formed by combining basic blocks, such as main blocks shown as 4 in fig. 2, 3/4 in the figure, 1/2 in the figure, 2 in the figure, 1/4 in the figure, 1 in the figure, L-shaped corner blocks shown as 5 in the figure, and T-shaped corner blocks shown as 6 in the figure, into a combined interlocking block. The main block is shaped like a double I, and two ends of the block body are symmetrical dovetail opening holes which are shown in figure 8. The main block 4 is provided with symmetrical dovetail holes, 9 shown in figure 2 is a convex lock tenon, 10 is a concave lock surface, and 9 and 10 form an up-down left-right concave interlocking structure relationship between blocks; the convex lock plane 4 'and the groove 4' form a horizontal front-back interlocking relationship between the blocks, the convex lock plane 4 'is connected with the inner sides of the convex lock tenons at two ends of the upper plane of the block to form a concave plane corresponding to the outer side of the block, 10 is a corresponding step, and the corresponding groove 4' formed at the bottom surface of the block can be interlocked in a matching way.

The combined interlocking building block is suitable for domestic common fixed or walking forming machine production, but a core-pulling mould is required to be arranged.

As shown in fig. 3, the interlocking combined block with three rows of holes in the shape of a Chinese character 'mu' and concave-convex staggered mortar joints on the surface of the wall body, which has the same functional effect as that of fig. 1, is shown in a figure, wherein a is a combined interlocking block formed by combining a main block 4 in the figure, (3) 3/4 in the figure, (2) 1/2 in the figure, (1) 1/4 in the figure, an L-shaped corner block, 5 in the figure and 6T-shaped corner block in the figure, wherein 8 is a symmetrical dovetail hole; 10 is a concave lock plane, 9 is a convex lock tenon which is interlocked up and down, left and right corresponding to the concave plane of 10, and 7 is a rib distributing groove formed on a block body rib.

As shown in fig. 4, the combined interlocking block is a combined interlocking block with a duplex-shaped single-row hole and a wall surface in a concave-convex staggered mortar joint type, as shown in a figure, 4 main blocks and 3/4 in the figure, 3 in the figure, 1/2 in the figure, 2 in the figure, 1/4 in the figure, 1 in the figure, 5 in the figure of an L-shaped corner block and 6 in the figure of a T-shaped corner block are combined into the combined interlocking block, two ends 8 and 8 of the main blocks are symmetrical dovetail holes, 9 'are two ribs connecting two walls, 7 are rib threading notches arranged on the ribs, 9 are convex locking tenons, 10 are concave locking surfaces, 13 are block chamfers, 14 are block chamfered edges, a central hole 11 in the L-shaped corner block 5 is matched with a central hole 11 in the T-shaped corner block 6, and a horizontal plug hole can be formed by knocking off the ribs 9', so that the horizontal plug hole is convenient for the installation of the wall.

As shown in fig. 5, the interlocking block for an inner wall used in cooperation with an outer wall in fig. 1 is provided with an interlocking block for a T-shaped corner required by the outer wall and the inner wall, a rib distributing groove 7 is provided on a rib at one end of the interlocking block body in cooperation with the outer wall, a rib distributing groove 7 is provided on a rib at one end of the inner wall, rib distributing grooves are provided on ribs of other block bodies, and a main block 4 and a main block 1/2 of the interlocking block 9 in the drawing are respectively provided with a interlocking plug; 3/4 Block 3; 1/4 Block 1; the L-shaped corner block 5 and the T-shaped corner and cross shared block 6.

As shown in fig. 6, the combined interlocking block for an interior wall used with an exterior wall as shown in fig. 5 is provided with an L-corner block, a right-angle corner block 9j formed by combining 3/4, which is a main block, at one side thereof with 1/4, which is a block length at the other side thereof, at an angle of 90 °, and slotted holes 7 are formed above and below the male locking ribs, and the combined block is respectively composed of 4 in a main block diagram, 3 in 1 in 1/4 diagram, 2 in 1/2 diagram, 3 in 3/4 diagram, 5 in an L-corner block diagram, 6 in a T-and cross-shaped common block diagram, and 9j in a right-angle corner block diagram. In the figure, two ends of a main block 4 are flush, a rib penetrating notch is distributed on a rib 7, a knocking rib 9 'is used for knocking the rib, a horizontal plug hole can be formed by knocking the rib 9', the horizontal plug is convenient to install a wall column, and a square hole 11 'at the end of a block 5 and a square hole 11' at the end of the block 6 are matched, assembled and laid to form a T-shaped structural column. The combined building block has the other characteristics of being symmetrical up and down, being capable of being laid in the forward and reverse directions by turning over, being suitable for assembling various rectangular structural columns and L, T and cross structural columns, and being suitable for production of high-tonnage bidirectional hydraulic forming equipment.

As shown in figure 7, the combined building block is a wall body surface horizontally staggered mortar joint, a horizontal inner chain and an end dovetail hole vertical double interlocking type combined building block, a main block body is shaped like a Chinese character ' bei ', a concave locking plane 10 and a convex locking plane 4 ' from one end of the block to the other end are arranged on the outer side of the horizontal plane of the building block, the convex locking plane 4 ' is flush with a block rib 9 ', the concave locking planes 10 on the two outer walls of the block and the convex plane 4 ' on the lower plane 4 ' of the block form a symmetrical interlocking structure, the block convex locking plane 4 ' and the lower plane 10 ' of the block form a symmetrical interlocking structure, one end of the main block is provided with a dovetail locking hole 8, the other end of the main block is provided with a convex locking tenon 8 ' correspondingly interlocked with the dovetail locking hole 8 ', the block rib is provided with a threading slot hole 7 which is symmetrically parallel, and the combined building block consists of a main block 4, 1/2 blocks 2, 1/4 blocks 1, 3/4 blocks 3, an L-shaped corner block, the assembled wall can realize the interlocking of the upper, lower, front and rear structures, and has seepage prevention and earthquake resistance.

As shown in fig. 8, a group of combined blocks of the same type of horizontal limit interlocking of the inner wall and the interlocking of the inner and outer walls for cooperating with the house constructed by the outer wall of fig. 7 respectively consists of a main block 4, 1/4 blocks 1, 1/2 blocks 2, 3/4 blocks 3, L corner blocks/5, a T-shaped and cross corner shared block 6 and an inner and outer wall T-shaped corner block excessive interlocking block 5'; when the straight wall is built, the convex lock tenon 4 ' on the upper plane and the lower plane 10 ' in the block are horizontally and vertically matched and limited and interlocked, the concave lock plane on the block is 10 in the figure, the convex lock tenon 4 ' correspondingly linked with the concave lock plane 10 in the block is 4 ", when the outer wall and the inner wall form a T-shaped wall, the L-shaped transition interlocking block 7A is used, the L-shaped transition interlocking block 7A is matched with the cross corner block 6 in the figure 7 and the hole shape of the central hole 11 of the T-shaped corner, and the T-shaped interlocking structure column and wall are combined.

As shown in fig. 9, the set of inner wall interlocking blocks for accommodating the horizontal limit interlocking combined blocks of the type shown in fig. 8 is characterized in that a first L-shaped corner block L9A and a second L-shaped corner block L9B which can be directly turned and are symmetrical are additionally arranged, because the upper horizontal concave 10 convex 4 ' and the lower horizontal concave locking surface 10 ' convex 4 ' are locked in a tenon limit interlocking way instead of left-right symmetrical interlocking, the L block 5 can not be turned by a block, but must be formed by a pair of first L-shaped corner block L9A and a second L-shaped corner block L9B which are opposite in direction and are missing to be adapted to the construction of a square rectangular construction column in a house.

As shown in fig. 10, for the self-locking combined interlocking blocks with two horizontally staggered mortar joints on both sides of the wall body, one end of a block 4G used on one side of a structural column combined by corner blocks 5 and 6 and one side of the wall body built by the assembly blocks is a dovetail hole 8, the other end is a convex locking tenon 8' of the interlocking lock, and the horizontal fish-biting type interlocking of each block on each layer of the wall body is ensured through the horizontal dovetail self-locking. And the solid structure column is welded with the wall body by combining the plug, the concrete pouring or the clamping ring to realize the limit type passive interlocking. The interlocking building block group is formed by combining 1/2 blocks 2, 3/4 blocks 3, 1/3 blocks 1, L-shaped corner blocks 5 and T-shaped and cross-shaped common corner blocks 6 which take main blocks 4 and 4G as main blocks and have main lengths, wherein 1' is a horizontal plane, 7 is a rib penetrating groove hole arranged on a rib, 13 is a chamfer, 14 is a chamfered edge, and a hole shape 11 at one end of each 5-shaped corner block is matched with a hole shape 11 of the L-shaped corner block to form a T-shaped corner structural column.

Fig. 11A is a class a full-range interlocking combined block with staggered concave-convex interlocking mortar joints on the wall surface in A, B, C three different interlocking shape forms designed according to domestic model selection equipment, 5 and 2 in combined blocks in fig. 1, 2, 3 and 4 are used to form a first L-corner column in fig. 11A, 6, 5 and 2 in a block diagram are used to form a second T-shaped structural column in fig. 11A, 6 and 2 in the block diagram are used to form a second cross-shaped structural column in fig. 11A, the side surfaces of the structural columns in the second cross-shaped structural column diagram are symmetrical dovetail holes, 8 in fig. 1, 8 in fig. 2 and 8 in fig. 3, staggered concave-convex interlocking mortar joints are formed between the structural columns and horizontal blocks of the wall, and a wall corner 1' of the second L-shaped structural column is a horizontal mortar joint. See FIG. 11A at 1'.

FIG. 11B is a B-type interlocking block which is designed according to model selection equipment suitable for production of domestic equipment, wherein a wall body in one of A, B, C different interlocking shapes and forms is a linear horizontal mortar joint, and L-shaped structural columns I are formed by combining and building L-shaped corner blocks 5 and auxiliary blocks 2 in FIG. 7 in a crossed mode; fig. 11B is a T-shaped structural column formed by cross-combining each layer of auxiliary blocks using the L-corner block 5 in fig. 7; FIG. 11B is a cross-shaped structural column formed by cross-combining each layer of the auxiliary blocks in FIG. 7, and the node combined with the wall is a dovetail hole with a symmetrical opening shape with respect to the block body on one side of the wall, as shown in FIG. 7A 8, wherein FIG. 11B shows that an L-shaped angle 1' is a concave-convex mortar joint; other structural columns and all blocks of the wall body are horizontally staggered mortar joints as shown in fig. 11B and 1'.

FIG. 11C is a C-type combined two-end limit interlocking block with ABC three different interlocking shapes and forms designed according to domestic model selection equipment, wherein the surface of the wall body is a horizontally staggered mortar joint, and a 5L corner block in FIG. 10 is turned back by 90 degrees to be combined with an 1/2 auxiliary block 2 to form an L-shaped structural column; the auxiliary blocks 6 and 2 in the figure 10 are crossed to form a T-shaped structural column II; the auxiliary block in fig. 10 and the L-corner block 5 are crossed to form a cross-shaped structural column. The structural columns and the auxiliary blocks in the wall body 10 and the L corner blocks 5 are crossed to form a cross structural column. The opening shape of the joint of each structural column and the wall body is a symmetrical dovetail hole, as shown in 8 of the block body in fig. 10, and horizontally staggered mortar joints are formed between the wall corners 1' of each structural column and each block body of the wall body.

The first, second and third in fig. 11A, B, C-1 are respectively an L-shaped, T-shaped and cross-shaped structural column formed by combining the A, B, C related connecting blocks, the opening shape of the splicing node at one side of the wall body is a single dovetail concave hole or a single dovetail convex locking tenon, and the shapes are respectively shown in 8 in A, B, C-1'. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the block body cross holes, reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in a figure 4C, concrete 5' is filled in the holes of the structural columns, and the number of the filled concrete holes of all the structural columns below is consistent with the content, and the process is not repeated.

The first, second and third parts of fig. 11A, B, C-2 are L-shaped, T-shaped and cross-shaped structural columns respectively formed by combining A, B, C related building blocks as shown in fig. 11, and the opening shape of the splicing node at one side of the wall body is a double-dovetail hole shape as shown in fig. 8'. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the crossed holes of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in figure 4C

The first, second and third parts of fig. 11A, B, C-2 'are respectively composed of A, B, C related building blocks in fig. 11 to form a composite L-shaped, T-shaped and cross-shaped structural column, and the opening shape of the splicing node at one side of the wall body is a double-dovetail tenon shape parallel and parallel to each other, as shown in fig. 8'. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the crossed holes of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in figure 4C

The openings of the splicing nodes at one side of the L-shaped, T-shaped and cross-shaped structural columns and the wall body, which are respectively composed of the A, B, C related building blocks in the figure 11, are single trapezoidal slotted holes in the figures 11, 11A, B, C-3, and 10B. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the crossed holes of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns.

The first, second and third in fig. 11A, B, C-3' are respectively an L-shaped first, T-shaped second and cross-shaped third structure column formed by A, B, C related building blocks in fig. 11, and the opening of the splicing node at one side of the wall body is a single trapezoidal tenon, as shown in fig. 10A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the crossed holes of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in a figure 4C.

The first, second and third in fig. 11A, B, C-4 are L-shaped first, T-shaped second and cross-shaped third, which are respectively composed of A, B, C related building blocks as described in fig. 11, and the opening shape of the splicing node of the structural column and one side of the wall body is double parallel trapezoidal concave holes as shown in fig. 10B. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-4' are L-shaped first, T-shaped second and cross-shaped third, which are respectively composed of A, B, C related blocks as described in fig. 11, and the shape of the splicing node of the structural column and one side of the wall body is double parallel and parallel trapezoidal tenons as shown in fig. 10A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-5 are the first, second and third L-shaped, T-shaped and third cross-shaped structures respectively composed of A, B, C related blocks in fig. 11, and the joint of the structural column and one side of the wall body is a single rectangular groove hole, as shown in fig. 11B. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-5' are respectively an L-shaped first, T-shaped second and cross-shaped third structure column formed by A, B, C related blocks in fig. 11, and the shape of the splicing node of the structure column and one side of the wall body is a single rectangular tenon as shown in fig. 11A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-6 are L-shaped first, T-shaped second and cross-shaped third, which are respectively composed of A, B, C related blocks as described in fig. 11, and the shape of the joint of the structural column and one side of the wall body is double horizontal parallel rectangular slotted holes as shown in fig. 11B. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-6' are L-shaped first, T-shaped second and cross-shaped third, which are respectively composed of A, B, C related blocks as described in fig. 11, and the shape of the joint of the structural column and one side of the wall body is two horizontal parallel rectangular tenons as shown in fig. 11A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-7 are respectively an L-shaped first, T-shaped second and cross-shaped third structure column formed by A, B, C related building blocks in fig. 11, and the joint of the structure column and one side of the wall body is a single semicircular concave hole, as shown in fig. 9B. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-7' are respectively an L-shaped first, T-shaped second and cross-shaped third structure column formed by A, B, C related building blocks in fig. 11, and the shape of the splicing node of the structure column and one side of the wall body is a single semicircular tenon as shown in fig. 9A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-8 are L-shaped first, T-shaped second and cross-shaped third, which are respectively composed of A, B, C related building blocks as described in fig. 11, and the shape of the joint of the structural column and one side of the wall body is two parallel and parallel semicircular concave holes as shown in fig. 9B. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-8' are respectively an L-shaped first, a T-shaped second and a cross-shaped third, which are formed by A, B, C kinds of related building blocks as described in fig. 11, and the shape of the splicing node of the structural column and one side of the wall body is two parallel and parallel semicircular tenons, which are respectively shown in fig. 9A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-9 are respectively an L-shaped first, T-shaped second and cross-shaped third structure column composed of A, B, C related building blocks in fig. 11, and the joint of the structure column and one side of the wall body is shaped as a semicircular tenon at the upper part and a semicircular concave hole at the lower part, which are sequentially shown in fig. 9A and 9B. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

In fig. 11A, B, C-9', the joint points of the structure column and one side of the wall body are respectively an L-shaped (first), a T-shaped (second) and a cross-shaped (third) block which are respectively composed of A, B, C related blocks in fig. 11, the joint points are shaped as a semicircular tenon at the lower part and a semicircular concave hole at the upper part, and the joint points are sequentially shown in fig. 9B and 9A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-10 are respectively an L-shaped first, T-shaped second and cross-shaped third structure column formed by A, B, C related building blocks in fig. 11, and the shape of the joint of the column and one side of the wall body is a trapezoid tenon at the upper part and a trapezoid concave hole at the lower part, which are sequentially shown in fig. 10A and 10B. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-10' are respectively an L-shaped first, T-shaped second and cross-shaped third structure column formed by A, B, C related building blocks in fig. 11, and the shape of the joint of the structure column and one side of the wall body is a trapezoid tenon at the lower part and a trapezoid concave hole at the upper part, which are sequentially shown in fig. 10B and 10A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-11 are respectively an L-shaped first, T-shaped second and cross-shaped third structure column formed by A, B, C related building blocks in fig. 11, and the shape of the joint of the structure column and one side of the wall body is a rectangular tenon at the upper part and a rectangular groove at the lower part, which are sequentially shown in fig. 10A and 10B. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-11' are respectively an L-shaped first, T-shaped second and cross-shaped third structure column formed by A, B, C related blocks in fig. 11, and the shape of the joint of the structure column and one side of the wall body is a rectangular groove at the upper part and a rectangular tenon at the lower part, which are sequentially shown in fig. 10B and 10A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-12 are the first, second and third L-shaped, T-shaped and third cross-shaped structures respectively composed of A, B, C related blocks as shown in fig. 11, and the joint of the structural column and one side of the wall body is a single triangular notch as shown in fig. 8B. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-12' are respectively an L-shaped first, T-shaped second and cross-shaped third structure column formed by A, B, C related blocks in fig. 11, and the shape of the splicing node of the structure column and one side of the wall body is a single triangular tenon as shown in fig. 8A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-13 are L-shaped first, T-shaped second and cross-shaped third, which are respectively composed of A, B, C related blocks as described in fig. 11, and the shape of the joint of the structural column and one side of the wall body is double-triangle parallel notches as shown in fig. 8B. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-13' are respectively an L-shaped first, a T-shaped second and a cross-shaped third, which are formed by A, B, C kinds of related building blocks described in fig. 11, and the shape of the splicing node of the structural column and one side of the wall body is a double parallel triangle tenon, as shown in fig. 8A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third parts in fig. 11A, B, C-14 are respectively an L-shaped first, T-shaped second and cross-shaped third part structure column formed by A, B, C related building blocks in fig. 11, and the upper part of the shape of the joint of the column and one side of the wall is a triangular tenon, and the lower part is a triangular notch, which are sequentially shown in fig. 8A and 8B. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-14' are respectively an L-shape first, a T-shape second and a cross-shape third, which are composed of A, B, C related building blocks described in fig. 11, the upper part of the shape of the joint of the structural column and one side of the wall body is a triangular notch, and the lower part is a triangular tenon, which are sequentially shown in fig. 8B and 8A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The structural columns of the third embodiment of the invention shown in the figures 11A, B, C-15 are respectively an L-shaped building block formed by A, B, C related building blocks shown in the figure 11, a T-shaped building block and a cross-shaped building block, the shape of a splicing node of the structural columns and one side of a wall body is a chamfer angle parallel plane 12A, steel pipes 3C which are sleeved at the upper layer and the lower layer are arranged in a hole at the center of the intersection of each block body, reinforcing steel bars for reinforcing and hanging rings are arranged in each structural column,

the first, second and third in fig. 11A, B, C-16 are the first, second and third L-shaped, T-shaped and third cross-shaped structures respectively composed of A, B, C related blocks as shown in fig. 11, and the shape of the joint of the structural column and one side of the wall body is zigzag as shown in fig. 13A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-17 are the first, second and third L-shaped, T-shaped and cross-shaped third structural columns respectively composed of A, B, C related blocks in fig. 11, and the shape of the splicing node at one side of the wall body is a symmetrical rectangular step shape as shown in fig. 14B and 14A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

The first, second and third in fig. 11A, B, C-18 are the first, second and third L-shaped, T-shaped and cross-shaped third structure columns respectively composed of A, B, C related building blocks in fig. 11, and the shape of the joint of the structural columns and one side of the wall body is a single circular handle concave hole shape, as shown in fig. 15B. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

In the invention patent of ' method for assembling house by interlocking combined building block assembly member ' filed on the same day, in the attached figure 34 (3C), a steel bar pile embedded in a house foundation is a ring steel pipe or a ring steel bar (3C ') arranged in a constructional column, and is used for being sleeved into an interlock and welded when the constructional column is assembled.

The first, second and third in fig. 11A, B, C-18' are respectively an L-shape first, a T-shape second and a cross-shape third, which are formed by A, B, C related building blocks described in fig. 11, and the shape of the splicing node of the structural column and one side of the wall body is a single round handle tenon shape, as shown in fig. 15A. The steel pipes 3C sleeved at the upper layer and the lower layer are distributed in the holes of the cross centers of the blocks, and reinforcing steel bars for reinforcing and hanging rings are arranged in the structural columns, as shown in 4C.

Fig. 12 and 13 show the first layer of the rectangular structural column built by the corresponding L-corner blocks 9j in fig. 6 as shown in fig. 1, firstly, the L-corner blocks 9j are reversely built into a "[" shape, the main blocks 4 in fig. 6 are taken, the "[" are built into the second layer of the rectangular structural column, the diagram 1 ' is shown, the rectangular interlocking structural column barrel is built by alternately reversing and heightening, the steel pipes or the steel bars 13 are arranged in the rectangular holes 5 ', fig. 14 is the first layer of the rectangular interlocking structural column built by the first L-corner blocks L9A and the second L-corner blocks L9B in fig. 9, the first layer of the rectangular interlocking structural column built by the first L-corner blocks L9A is shown in fig. 1, firstly, the symmetrical first L-corner blocks L9A and the second L-corner blocks L9B are correspondingly built into the "[" shape, the main blocks 4 in fig. 9 are taken, the "[" are sealed into the second layer of the rectangular structural column, the diagram 1 ' is shown alternately, the rectangular interlocking structure column cylinder body is combined, and the annular steel pipe 5A or the steel bar (shown in figure 15) is arranged in the rectangular hole 5'.

Fig. 16 is a symmetrical trapezoidal assembly platform, which is characterized in that: the two opposite trapezoidal iron plate planes and a platform for workers to stand are more than 100 degrees, the trapezoidal planes and the supporting seat of the building block assembling component are 90 degrees, and the base can move to change models; the base does not have the through-hole the same with the building block hole of assembling to vertically penetrate and fix the dual-purpose reinforcing bar with rings when making up various building block structure post building block wall bodies and building block floor slab, the platform base is equipped with the reciprocating pump of corresponding power, when assembling the part and need to the part pouring large tracts of land concrete material, start the electronic button with the platform shake type improvement finished product shaping efficiency.

As shown in fig. 16-18, 1B is a support steel frame of a trapezoidal assembly table;

and 2B is a trapezoidal assembling platform supporting flat plate.

3B is a steel bar sleeve arranged in the central hole of the assembled T-shaped structural column,

the 3D is a structural column building block hole mould platform;

4B, assembling a standing platform for workers;

5B is a vibration pump arranged below the platform;

5' is a building block hole, and concrete is filled in the building block hole.

6B is a chain building block;

7B is a starting electric button;

and 8 is a dovetail hole formed on one side of the structural column and the wall structure.

In the figures 16-18, different reinforcement sleeves 3B are used for correspondingly building different building blocks.

The above description is only selected as exemplary embodiments of the present invention including all the interlocking forms of the combined interlocking blocks and the assembled house, and it is not excluded that the local modifications, the homogeneity, etc. made by the industry on the basis or principle of the present invention, such as the shape of the block holes, the number of the row holes, etc., are included in the protection scope of the present invention.

Claims (16)

1. The utility model provides a structure post of assembling by chain combination building block which characterized in that: the structure columns are respectively combined into L-shaped corner structure columns by L-shaped corner blocks in a group of interlocking combined building blocks and auxiliary blocks with the length of 1/2 as a main block; the I-shaped T-shaped corner block with the length 1.5 times that of the main block, the L-shaped corner block and the auxiliary block with the length 1/2 of the main block are combined into a T-shaped corner structural column; the cross structural column is formed by cross building of T-shaped blocks and combination of the T-shaped blocks and 1/2-length auxiliary blocks of the main blocks; the main blocks and the L blocks in the combined blocks matched with the block inner wall are combined into a square structural column, ring hole steel bars or ring hole steel pipes for lifting, strengthening and heightening structures are arranged in central holes of all the structural columns layer by layer, concrete is poured into the holes, the structural columns are as high as the wall body, and the vertical direction of one side of each column body can be at least in limit linkage with the wall body, so that various structural columns required by assembled houses are formed.

2. A structural post assembled from interlocking composite blocks according to claim 1, wherein: the interlocking combined building block is an A-type interlocking combined building block which takes a main block as a core and is in an all-round interlocking form in the upper, lower, left and right front and rear directions of the blocks, after the building block is combined into a wall body, the surface of the building block is horizontally in a concave-convex locking tenon staggered interlocking form, a chamfered groove mortar joint and a chamfered groove mortar joint, each building block is connected with ribs of the front wall and the rear wall, or is provided with a penetrating bar notch in the upper part or the lower part, the combined building block is composed of a main block, auxiliary blocks which are respectively one half, one quarter and three quarters of the length of the main block, an L-shaped corner block and a T-shaped corner block, the building block is provided with a concave locking surface and a convex locking tenon in the horizontal direction, the inner wall and the outer wall of the building block are provided with horizontal step locking tenons which are connected with bulges at two ends and are level with the.

3. A structural post assembled from interlocking composite blocks according to claim 1, wherein: the interlocking combined building blocks are as follows: the combined building block is a B-type interlocking combined building block, the top surface of the interior of the building block is provided with a horizontal convex lock tenon, the bottom surface is provided with a horizontal concave lock groove, the masonry structure is mainly in an upper-lower inosculating interlocking relation, each building block is connected with ribs of the front wall and the rear wall, or rib penetrating slotted holes are arranged on the upper part or the upper part and the lower part, and the combined building block consists of a main block, an auxiliary block which is one half, one fourth and three quarters of the length of the main block respectively, an L-shaped corner block and a T-shaped corner block.

4. A structural post assembled from interlocking composite blocks according to claim 1, wherein: the interlocking combined building blocks are parallel mortar joints up and down, the two ends of the block body are interlocking building blocks in an interlocking structure relationship, the masonry structure is mainly in a left-right direction inosculation interlocking or a left-right direction limit interlocking relationship of a dovetail type concave lock hole and a dovetail type convex lock tenon, and is C-type combined building blocks, and each building block consists of a main block which is one half, one quarter and three quarters of the length of the main block respectively, an L-shaped corner block and a T-shaped corner block; the ribs of the front wall and the rear wall of the building block are provided with rib-penetrating notches.

5. A structural post assembled from interlocking composite blocks according to claim 1, wherein: the interlocking combined building block is provided with an inner wall combined building block which is thinner than an outer wall, and is formed by a main block, an auxiliary block which is one half, one quarter and three quarters of the length of the main block, an L-shaped corner block, a T-shaped block for converting and transiting the outer wall and the inner wall, or an upper limit interlocking, a lower limit interlocking, a left limit interlocking and a right limit interlocking which are matched with the end of the block body, wherein the T-shaped corner block, the T-shaped corner block and the T-shaped block are all interlocked, or the upper limit interlocking, the lower limit interlocking and the front-back interlocking are matched with the end of the block body, any group of the combined building blocks in different interlocking forms can be assembled into a wall body with an inner wall and.

6. A structural post made up of interlocked composite blocks according to claim 1, wherein: the upper end of the central hole of the L-shaped, T-shaped, cross-shaped and square structural columns is provided with a steel perforated sleeve or a ring steel bar, or an upper and lower layer welding structure or an upper and lower layer sleeve locking structure, or a hole or a ring for hoisting during assembly, the steel sleeve or the ring steel bar, and the inner space and the outer space of the hole after the multipurpose reinforcing steel bar is inserted into the building block or sleeved into the building block are all filled with concrete.

7. A structural post assembled from interlocking composite blocks as claimed in claim 1, wherein: one side of the vertical linkage of the structural column and the wall body node is at least a single dovetail concave hole or a single dovetail convex locking tenon respectively, or the dovetail concave hole and the dovetail convex locking tenon are parallel and parallel.

8. A structural post assembled from interlocking composite blocks as claimed in claim 1, wherein: at least one single trapezoid-shaped groove lock hole or single trapezoid-shaped convex lock tenon is arranged on one side connected with the wall body, or the trapezoid-shaped groove lock hole and the trapezoid-shaped convex lock tenon are in a crossed parallel shape, or the trapezoid-shaped groove lock hole and the trapezoid-shaped convex lock tenon are in a parallel shape respectively.

9. A structural post assembled from interlocking composite blocks as claimed in claim 1, wherein: and one side connected with the wall body is at least provided with a single rectangular concave locking groove or a single rectangular convex locking tenon, or the rectangular concave locking groove and the rectangular convex locking tenon are in a crossed parallel shape, or the rectangular concave locking groove and the rectangular convex locking tenon are in a parallel shape respectively.

10. A structural post assembled from interlocking composite blocks as claimed in claim 1, wherein: at least one circular concave lock hole or one circular convex lock tenon is arranged on one side connected with the wall body, or the circular convex lock tenon and the circular concave lock hole are in parallel state respectively, or the circular convex lock tenon and the circular concave lock hole are in horizontal cross arrangement respectively.

11. A structural post assembled from interlocking composite blocks as claimed in claim 1, wherein: at least one triangular groove or one triangular convex locking tenon is arranged on one side connected with the wall body, or the triangular convex locking tenon and the triangular groove are in a crossed parallel shape or the triangular convex locking tenon and the triangular groove are respectively in a parallel shape.

12. A structural post assembled from interlocking composite blocks as claimed in claim 1, wherein: one side connected with the wall body is a chamfer and edging non-limiting composite interlocking structure.

13. A structural post assembled from interlocking composite blocks as claimed in claim 1, wherein: one side connected with the wall body is of a sawtooth-shaped body structure.

14. A structural post assembled from interlocking composite blocks as claimed in claim 1, wherein: one side connected with the wall body is a concave locking surface convex locking tenon step structure.

15. A structural post assembled from interlocking composite blocks as claimed in claim 1, wherein: one side connected with the wall body is a handle type circular concave lock hole or convex lock tenon shaped structure.

16. The utility model provides an equipment of assembling of structure post by chain combination building block is assembled, characterized in that: the steel frame with an upward oblique vertical angle supports two opposite iron plate planes, a lower plane base, a die carrier support with holes for supporting building blocks and a personnel operation plane base structure, the two opposite trapezoidal iron plate planes and a platform for workers to operate and stand are more than 100 degrees, the trapezoidal planes and a support seat for building block components are 90 degrees, and the base can be moved to change models; the base is provided with through holes which are the same as the holes of the assembled building blocks so as to facilitate longitudinal penetration and fixation of reinforcing and hoisting ring dual-purpose steel pipes or steel bars when various building block structure column building block walls and building block floors are combined, and the platform base is provided with a vibration pump with corresponding power.

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