CN218521951U

CN218521951U - Fast-assembling housing construction structure

Info

Publication number: CN218521951U
Application number: CN202222469159.0U
Authority: CN
Inventors: 孟辉; 关军; 党朋飞; 李聪; 李超; 丁桃; 杨卫东; 刘新伟
Original assignee: China State Construction Hailong Technology Co Ltd
Current assignee: China State Construction Hailong Technology Co Ltd
Priority date: 2022-09-17
Filing date: 2022-09-17
Publication date: 2023-02-24
Anticipated expiration: 2032-09-17

Abstract

The utility model relates to a fast-assembling house building structure, which relates to the house building technical field, the fast-assembling house building structure comprises a plurality of prefabricated module units which can be combined and assembled, each module unit comprises a partition board, a bottom board and a top board which can form a box body in a surrounding way; in the same module unit, the partition wall board is vertically arranged on the bottom board, the lower end of the partition wall board is fixedly connected with the peripheral edge of the bottom board, the top board is arranged on the partition wall board, and the upper end of the partition wall board is fixedly connected with the peripheral edge of the top board; the partition plate comprises a thick wall, a wall mould and a beam mould, the thickness of the thick wall is not more than 250mm, and the thickness of the wall mould and the beam mould is not more than 50mm. The fast-assembling housing construction structure in this application has improved the efficiency of construction through the prefabricated production of mill, cooperates cast-in-place shear force wall and cast-in-place roof beam after the equipment simultaneously, forms a complete housing construction, and stability is good, safe and reliable. The wall mold and the beam mold are used as templates for pouring the shear wall and the beam, so that pouring construction of the shear wall and the beam is facilitated.

Description

Fast-assembling housing construction structure

Technical Field

The application relates to the technical field of house construction, in particular to a fast-assembling house building structure.

Background

When building reinforced concrete buildings, the traditional construction method is mostly field construction, a formwork is erected after reinforcing steel bars are built, then concrete is poured, and finally the formwork is removed, so that the construction method needs a large number of formworks, and the formwork is erected and removed, so that a large amount of time and labor are consumed; and a lot of time is also needed to build the partition wall, and the construction period is long.

The integrated building is a factory and socialized cooperation production mode and is an existing novel building mode, and the construction efficiency is improved by firstly producing concrete structural members such as prefabricated wallboards and the like in a factory and then transporting the concrete structural members to a construction site for assembly and integration. When a plurality of concrete structural members are assembled, two adjacent concrete structural members are mainly connected by adopting a connecting node; the concrete structure spare that is poured by concrete all can the embedded steel bar, correspondingly, also need the welding on the connected node be used for with embedded steel bar complex connecting reinforcement. Because the butt joint all adopts the welded mode, consequently all have higher requirement to the position accuracy of every connected node, otherwise can appear the poor problem of the connection straightness of difficult assembly or integrated building.

In addition, the integrated building in the related technology is also provided with a large number of constructional columns, the whole structure is complex, and the processing difficulty of a factory is high; the integrated building is usually required to be provided with a large number of steel structures as a load-bearing structure, the dimensional accuracy and the assembly accuracy of the whole prefabricated module are required to be high, and the safety and the stability cannot be guaranteed sufficiently.

Disclosure of Invention

In order to improve the simplicity and safety of housing construction, the application provides a fast-assembling housing construction structure.

The application provides a fast-assembling house building structure adopts following technical scheme:

a fast-assembling house building structure comprises a plurality of prefabricated module units which can be combined and assembled, wherein each module unit comprises a partition wall plate, a bottom plate and a top plate which can form a box body in a surrounding manner;

in the same module unit, the partition wall board is vertically arranged on the bottom board, the lower end of the partition wall board is fixedly connected to the peripheral edge of the bottom board, the top board is arranged on the partition wall board, and the upper end of the partition wall board is fixedly connected to the peripheral edge of the top board; the partition plate comprises a thick wall, a wall mould and a beam mould, the thickness of the thick wall is not more than 250mm, and the thickness of the wall mould and the beam mould is not more than 50mm; the side part of the thick wall is fixedly connected with the side part of the wall formwork, and the beam formwork is positioned on the upper side of the thick wall;

between two adjacent partition wall boards that two adjacent module units paste mutually, the wall mould of one of them partition wall board sets up and forms the die cavity one that is used for pouring the shear force wall between two wall moulds with the wall mould of another partition wall board is relative, and the beam mould of one of them partition wall board sets up and forms the die cavity two that is used for pouring the roof beam between two beam moulds with the beam mould of another partition wall board, is connected through the split screw that a plurality of interval set up between two relative wall moulds.

Each modular unit in the fast-assembling building structure corresponds to a room, a set of building construction is assembled by a plurality of modular units on a construction site, and a stable building structure is formed by combining cast-in-place shear walls, beams, plates and the like; and correspondingly designing the wall formwork in the application of the design cost at the position where the shear wall needs to be poured. In the process of assembling the modular units, the modular units on one side of the shear wall are firstly installed at the positions where the shear wall needs to be poured, then the internal reinforcing mesh of the shear wall is built, then the modular units on the other side of the shear wall are installed, and then concrete is poured. And for the structure without the module unit on the outer side of the shear wall, a temporary template can be built, and after the shear wall is formed, the temporary template is removed.

By adopting the technical scheme, the wall mold is used as a template of the shear wall, the beam mold is used as a template of the beam, the two partition wall plates which are attached to each other form a complete first mold cavity between the two corresponding wall molds for cast-in-place of the shear wall, and a complete second mold cavity is formed between the two corresponding beam molds for pouring the beam.

In addition, the water and electricity pipelines can be integrated on the thick wall in advance, and the construction period of later-stage field decoration construction is shortened.

Optionally, the wall form is prefabricated by adopting reinforced concrete to pour in advance, the thick wall is poured after the wall form is formed by adopting reinforced concrete, and the end part of the wall form is provided with an embedded steel plate used for being connected with a vertically adjacent wall form; the end part of the wall mold adjacent to the thick wall is provided with an embedded steel bar tapping for connecting with the thick wall; the bottom plate is also provided with an embedded steel plate which is used for being connected with the thick wall and the lower end of the wall mold in a welding mode, and the embedded steel plate is used for being connected with the thick wall.

The wall mould is thin in thickness, and should not erect and pour, through adopting above-mentioned technical scheme, the shaping of convenient preparation, when pouring the thick wall, realizes being connected with the thick wall through pre-buried steel sheet in the wall mould, and is reliable and stable. Adopt the welding to link firmly between the prefabricated wall mould of modular unit in this application, wall mould and other parts adopt the cast-in-place mode that links firmly, can enough guarantee the steadiness and the convenience of connecting like this, can also avoid appearing a plurality of whole prefabricated back welding assembly precision that appears and be difficult to control, the big scheduling problem of welding work volume.

Optionally, the wall form and the bottom plate in the module unit are respectively cast in advance, the wall form is cast in a horizontally placed state, then the wall form is erected and a rear formwork is erected, and the thick wall, the top plate and the beam form are integrally cast and formed; and then the lower ends of the wall form and the thick wall are fixedly connected on the bottom plate.

In this application 30 mm's wall mould thickness is thinner, and inside sets up behind the reinforcing bar net, if vertical formwork is pour, the concrete is not good at the die cavity internal flow nature, blocks up easily, and consequently level is prefabricated earlier, can guarantee the quality of wall mould like this, reduces the construction process degree of difficulty.

By adopting the technical scheme, the wall mould is prefabricated, is erected after being poured and formed in a horizontal state, and is fixedly connected with the wall mould to form a whole when the thick wall, the top plate and the beam mould are poured, so that the wall mould is simple to process and easy to construct.

Optionally, between two adjacent partition boards that the two adjacent module units are attached to each other, a plurality of truss ribs are fixedly arranged on a wall form of one partition board, a plurality of reinforcing rib plates are fixedly arranged on a wall form of the other partition board, the truss ribs and the reinforcing rib plates are arranged in one-to-one correspondence, the counter-pulling screw penetrates through the reinforcing rib plates and is screwed on the corresponding truss ribs, and a locking nut is further screwed on the counter-pulling screw.

By adopting the technical scheme, when a wall mold is arranged between two attached partition boards, a complete first mold cavity for pouring the shear wall is formed between the two wall molds, the two wall molds are respectively connected to the truss ribs and the reinforcing rib plates through the counter-pulling screw rods and are locked and fixedly connected through the locking nuts to form a stable structure, so that the two wall molds can bear the side stress of concrete; after the shear wall is poured and molded, the structures are buried in the shear wall, so that the wall mold and the shear wall are stably connected together to form a whole, and the structure is stable and reliable.

Optionally, in the partition board on the same side, the inner side surface of the thick wall is flush with the inner side surface of the wall mold, the inner side surface of the thick wall is flush with the inner side surface of the beam mold, the mold cavity is located on the outer side of the wall mold, and the mold cavity is located on the outer side of the beam mold.

Through adopting above-mentioned technical scheme, the wall face of shear force wall can be regarded as to the wall mould, and the wall face of roof beam can be regarded as to the roof beam mould, and above-mentioned structural arrangement is both pleasing to the eye, can realize both functions as the template again, kills two birds with one stone, convenient and practical.

Optionally, the thick wall is provided with a door opening and/or a window opening.

Through adopting above-mentioned technical scheme, thick wall uses as non-bearing inside partition wall or outer wall, designs door opening and window opening in advance, can direct mount door frame and window, does not need the secondary construction, when save material, has also simplified the subsequent fitment construction of housing construction.

Optionally, the thickness of the thick wall is 100mm, and the thicknesses of the wall mold and the beam mold are both 30mm; the height of the beam mould is 250mm.

By adopting the technical scheme, the size can meet the standard requirements and the functional requirements of building construction, the safety can be ensured while the material is saved, and the cost performance is high.

Optionally, a plurality of lifting hooks are further fixedly arranged on the top plate.

By adopting the technical scheme, the whole module unit is convenient to hoist.

Optionally, in each module unit, the bottom plate and the top plate are rectangular plate bodies, and the partition plate surrounds to form a rectangular frame structure.

By adopting the technical scheme, each module unit corresponds to one building room and forms a square room shape. The partition plate of 4 faces combines bottom plate and roof to form a cuboid box structure, and the different rooms can divide the modular unit of design not unidimensional size and shape according to the function of difference, then make up and form a whole set of building construction structure to the building construction is assembled fast in the realization.

Optionally, in each module unit, two adjacent wall forms are fixedly connected by welding corresponding embedded steel plates; the two adjacent thick walls are bound and connected through reinforcing meshes in the two thick walls and then integrally poured and formed to form fixed connection; and the adjacent thick wall and the wall mold are fixedly connected through the embedded steel plate inserted into the wall mold in the thick wall cast-in-place process after the thick wall is formed.

By adopting the technical scheme, the whole module unit can be stably connected.

In the application, the concrete strength grade of the wall form with the thickness of 30mm is C60 (concrete aggregate is less than or equal to 10 mm), the other concrete strength grades are C45, and the reinforcing mesh is arranged in the middle; the anchoring length T.A.L =32d of the steel bar, d is the diameter of the anchoring steel bar; the used pre-buried steel plate material is Q235, and the welding seam between the steel plate is 6mm, and the welding rod adopts e43.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the advantage of the integrated building of fast-assembling housing construction structure make full use of in this application, through the prefabricated production of mill, improved the efficiency of construction, the cast-in-place shear force wall of cooperation and cast-in-place roof beam after the equipment simultaneously form a complete housing construction, and stability is good, safe and reliable.

2. The wall mold and the beam mold in the application are very thin, basically do not occupy the space of the shear wall and the beam, and are used as templates for pouring the shear wall and the beam, so that the pouring construction of the shear wall and the beam is greatly facilitated.

3. The utility model provides a can integrate water and electricity pipeline in advance among the modular unit, reduce the time limit for a project of later stage field decoration construction.

4. In the application, two matched wall moulds are fixedly connected through the truss ribs, the reinforcing rib plates and the opposite-pulling screw rods to form a stable structure, and the stable structure can bear the side stress of concrete; and after the shear wall is poured and molded, the structures are buried in the shear wall, so that the module units and the shear wall are stably connected together to form a whole, the structure is stable and reliable, and the safety is high.

Drawings

FIG. 1 is a schematic top view of the building structure of the fast-assembled house.

FIG. 2 is a perspective view of one of the modular units of the fast assembled building construction with the top and bottom panels removed.

Fig. 3 is a schematic top sectional structure view of the module unit of fig. 2.

Fig. 4 isbase:Sub>A schematic cross-sectional view atbase:Sub>A-base:Sub>A in fig. 3.

FIG. 5 is a schematic top sectional view of the base plate of the present package building construction.

Fig. 6 is a partial structural view of two abutting partition plates.

In the figure, 1, module unit; 11. a partition plate; 11a, thick walls; 11a1, a door opening; 11a2, window holes; 11b, wall forms; 11c, beam forms; 12. a base plate; 13. a top plate; 13a, a hook; 14. a first die cavity; 15. a second die cavity; 2. oppositely pulling the screw rod; 3. truss ribs; 4. a reinforcing rib plate; 5. a lock nut; 6. a shear wall; 7. a beam; 8. and (6) pre-burying a steel plate.

Detailed Description

The present application is described in further detail below with reference to fig. 1-5.

A fast-assembling house building structure, refer to fig. 1 and 2, including several prefabricated modular units 1 that can be assembled, each modular unit 1 includes the partition board 11 that can surround and form a cross-section and take the form of a rectangular frame; the partition board 11 comprises a thick wall 11a, a wall form 11b and a beam form 11c, wherein the thickness of the thick wall 11a is not more than 250mm, the size is preferably 80 mm-200 mm, the thickness of the wall form 11b and the beam form 11c is not more than 50mm, and the size is preferably 20 mm-40 mm.

Referring to fig. 3 and 4, the side of the thick wall 11a and the side of the wall form 11b are fixedly connected together, and the beam form 11c is located on the upper side of the thick wall 11 a; between two adjacent partition wall plates 11, which are adjacent to each other, of the two module units 1, wherein a wall mold 11b of one partition wall plate 11 is arranged opposite to a wall mold 11b of the other partition wall plate 11, a first mold cavity 14 for pouring the shear wall 6 is formed between the two wall molds 11b, a beam mold 11c of one partition wall plate 11 is arranged opposite to a beam mold 11c of the other partition wall plate 11, and a second mold cavity 15 for pouring the beam 7 is formed between the two beam molds 11 c; in the partition board 11 on the same side, the inner side surface of the thick wall 11a is flush with the inner side surface of the wall mold 11b, the inner side surface of the thick wall 11a is flush with the inner side surface of the beam mold 11c, the first mold cavity 14 is located on the outer side of the wall mold 11b, and the second mold cavity 15 is located on the outer side of the beam mold 11 c.

Referring to fig. 4 and 5, each modular unit 1 further comprises a bottom plate 12 and a top plate 13; in the same module unit 1, a partition board 11 is vertically arranged on a bottom plate 12, the lower end of the partition board 11 is fixedly connected to the peripheral edge of the bottom plate 12, a top plate 13 is arranged on the partition board 11, and the upper end of the partition board 11 is fixedly connected to the peripheral edge of the top plate 13; the 4-sided partition wall 11 forms a rectangular parallelepiped with the bottom plate 12 and the top plate 13.

Referring to fig. 6, two opposite wall forms 11b are connected to each other by a plurality of spaced tension screws 2. Specifically, between two adjacent partition boards 11, which are adjacent to each other, of the two adjacent module units 1, a plurality of truss ribs 3 are fixedly arranged on a wall form 11b of one partition board 11, a plurality of reinforcing rib plates 4 are fixedly arranged on a wall form 11b of the other partition board 11, the truss ribs 3 and the reinforcing rib plates 4 are arranged in a one-to-one correspondence manner, the opposite-pulling screw 2 penetrates through the reinforcing rib plates 4 and is screwed on the corresponding truss ribs 3, and a locking nut 5 is screwed on the opposite-pulling screw 2; when a wall mold 11b is arranged between two wall partition plates 11 which are attached to each other, a complete first cavity 14 for casting a cavity of a shear wall 6 is formed between the two wall molds 11b and used for casting the shear wall 6, the two wall molds 11b are respectively connected to a truss rib 3 and a reinforcing rib plate 4 through a split screw 2 and are locked and fixedly connected through a locking nut 5 to form a stable structure, so that the two wall molds 11b can bear the side stress of concrete; after the shear wall 6 is poured and molded, the structures are buried in the shear wall 6, so that the wall mold 11b and the shear wall 6 are stably connected together to form a whole, and the structure is stable and reliable; in the two wall plates 11 which are attached to each other, the gap between the thick walls 11a may be left untreated.

In the application, the wall formwork 11b is prefabricated by adopting reinforced concrete to pour in advance, the thick wall 11a is poured after the wall formwork 11b is formed by adopting reinforced concrete, the end part of the wall formwork 11b is provided with pre-embedded steel bar tapping used for being connected with the thick wall 11a, and the end part of the wall formwork 11b is provided with pre-embedded steel plates used for being connected with the vertically adjacent wall formwork 11 b; the bottom plate 12 is also provided with an embedded steel plate 8 which is used for being connected with the thick wall 11a and the lower end of the wall mold 11b in a welding way.

As shown in fig. 2, a door opening 11a1 and/or a window opening 11a2 are/is formed on the thick wall 11 a; the thick wall 11a is used as a non-bearing internal partition wall or an external wall, a door opening 11a1 and a window opening 11a2 are designed in advance, a door frame and a window can be directly installed, secondary construction is not needed, materials are saved, and meanwhile, subsequent decoration construction of a house building is simplified; a plurality of lifting hooks 13a are fixedly arranged on the top plate 13, so that the whole module unit 1 can be conveniently lifted. In each module unit 1, a bottom plate 12 and a top plate 13 are rectangular plate bodies, and partition plates 11 surround to form a rectangular frame structure; each module unit 1 corresponds to a building room and forms a square room shape. The partition plate 11 of 4 faces combines bottom plate 12 and roof 13 to form a cuboid box structure, and different rooms can divide the modular unit 1 of design different size and shape according to the function of difference, then make up and form a whole set of building architecture to the realization is assembled housing architecture fast.

In the embodiment, as a preferable scheme, the thickness of the thick wall 11a is 100mm, and the thicknesses of the wall mold 11b and the beam mold 11c are both 30mm; the height of the beam mold 11c is 250mm. The size can meet the construction standard requirement and the functional requirement of the house building, the safety can be ensured while the material is saved, and the cost performance is high.

The implementation principle of the embodiment of the application is as follows: in the application, a prefabricated module unit 1 and an assembly drawing in the application are designed according to a building house type drawing, a wall mold 11b is arranged at a position corresponding to a shear wall 6 in the building house type drawing, a beam mold 11c is arranged at a position corresponding to a beam 7 in the building house type drawing, and holes are arranged at other opening positions corresponding to doors, windows and the like; then prefabricating the module units 1 in a factory according to a drawing, wherein the module units 1 corresponding to each room are independently formed, after the module units 1 are conveyed to a building construction site, assembling the module units 1 according to the drawing to form a whole set of building construction structure, firstly installing the module units 1 on one side of the shear wall 6 at positions where the shear wall 6 needs to be poured in the process of assembling the module units 1, then building an internal reinforcing mesh of the shear wall 6, then installing the module units 1 on the other side of the shear wall 6, and finally pouring the shear wall 6; and the structure of the beam 7 is poured in the same way. For the structure without the module unit 1 on the outer sides of the shear wall 6 and the beam 7, a temporary template can be built, for example, a large steel mold is adopted, and after the shear wall 6 and the beam 7 are molded, the temporary template is removed. Prefabricated modular unit 1's roof 13 is as the floor board of half thickness of housing construction floor in this application, and the floor board of half thickness is cast-in-place in its top to form the floor board of a complete thickness. In the application, the integrated module unit 1 can be well connected with the cast-in-place shear wall 6 and the beam 7, so that the stability and the reliability of the module unit are ensured, and the safety is high; the wall formwork 11b serves as a formwork of the shear wall 6, the beam formwork 11c serves as a formwork of the beam 7 and is used for casting the shear wall 6 and the beam 7 in situ, after the shear wall 6 and the beam 7 are poured, the wall formwork 11b serves as the outer layer of the shear wall 6, the beam formwork 11c serves as the outer layer of the beam, formwork removal is not needed, and construction efficiency is greatly improved. In addition, complicated constructional columns are omitted from the whole module unit 1, the structure is simple, and production is facilitated.

Wall form 11b of 30mm thickness is thinner in this application, and inside sets up behind the reinforcing bar net, if vertical formwork pouring, the concrete is not good at the die cavity internal flow nature, blocks up easily, consequently should not erect and pour. In order to facilitate the manufacturing and forming of the wall mold 11b, the wall mold 11b is horizontally prefabricated, so that the quality of the wall mold 11b can be guaranteed, and the difficulty of the construction process is reduced; when the thick wall 11a is poured, the wall mold 11b is erected, and the wall mold 11b is connected with the thick wall 11a through the embedded steel plates in the wall mold 11b, so that the wall mold is stable and reliable. Adopt the welding to link firmly between modular unit 1's the prefabricated wall mould 11b in this application, wall mould 11b adopts the cast-in-place mode that links firmly with other parts, can enough guarantee the steadiness and the convenience of connecting like this, and the assembly precision that can also avoid appearing a plurality of whole prefabricated back welding appearance is difficult to control, welding work volume big scheduling problem.

In each module unit 1, two adjacent wall forms 11b are fixedly connected through welding corresponding embedded steel plates; the two adjacent thick walls 11a are bound and connected through reinforcing meshes in the two thick walls 11a and then integrally poured and formed to form fixed connection; the adjacent thick wall 11a and the wall model 11b are cast in situ through the embedded steel bars inserted into the wall model 11b in the process of casting the thick wall 11a, so that the thick wall 11a and the wall model 11b are fixedly connected after being formed, and the stable connection of the whole module unit 1 can be realized.

The embodiments of the present invention are preferred embodiments of the present application, and the protection scope of the present application is not limited thereby, wherein like parts are denoted by like reference numerals. Therefore, the method comprises the following steps: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. A fast-assembling house building structure comprises a plurality of prefabricated module units (1) which can be combined and assembled, wherein each module unit (1) comprises a partition plate (11), a bottom plate (12) and a top plate (13) which can form a box body in a surrounding manner;

in the same module unit (1), the partition board (11) is vertically arranged on the bottom plate (12), the lower end of the partition board (11) is fixedly connected to the peripheral edge of the bottom plate (12), the top plate (13) is arranged on the partition board (11), and the upper end of the partition board (11) is fixedly connected to the peripheral edge of the top plate (13); the partition board (11) is characterized by comprising a thick wall (11 a), a wall formwork (11 b) and a beam formwork (11 c), wherein the thickness of the thick wall (11 a) is not more than 250mm, and the thickness of the wall formwork (11 b) and the beam formwork (11 c) is not more than 50mm; the side part of the thick wall (11 a) is fixedly connected with the side part of the wall formwork (11 b), and the beam formwork (11 c) is positioned on the upper side of the thick wall (11 a);

between two adjacent partition wall plates (11) which are attached to each other by two adjacent module units (1), wherein a wall mold (11 b) of one partition wall plate (11) is arranged opposite to a wall mold (11 b) of the other partition wall plate (11), a first mold cavity (14) for pouring the shear wall (6) is formed between the two wall molds (11 b), a beam mold (11 c) of one partition wall plate (11) is arranged opposite to a beam mold (11 c) of the other partition wall plate (11), and a second mold cavity (15) for pouring the beam (7) is formed between the two beam molds (11 c); the two opposite wall forms (11 b) are connected through a plurality of oppositely-pulling screw rods (2) arranged at intervals.

2. A quick-assembling house building structure according to claim 1, characterized in that the ends of the wall forms (11 b) have pre-embedded steel plates for connection with vertically adjacent wall forms (11 b); the end part of the wall mold (11 b) adjacent to the thick wall (11 a) is provided with an embedded steel bar tapping for connecting with the thick wall (11 a); the bottom plate (12) is also provided with an embedded steel plate (8) which is connected with the thick wall (11 a) and the lower end of the wall form (11 b) in a welding way.

3. A fast-assembling house building structure according to claim 1 or 2, characterized in that the wall form (11 b) and the bottom plate (12) in the module unit (1) are respectively cast and formed in advance in a horizontal state, and the wall form (11 b) is erected and then fixedly connected with a thick wall (11 a), a top plate (13) and a beam form (11 c) which are cast and formed in a later integral manner; the lower ends of the wall form (11 b) and the thick wall (11 a) are fixedly connected to the bottom plate (12) in a welding mode.

4. A quick-assembling house building structure according to claim 1 or 2, characterized in that, between two partition boards (11) adjacent to each other, two adjacent module units (1) are connected, wherein a wall form (11 b) of one partition board (11) is fixedly provided with a plurality of truss ribs (3), a wall form (11 b) of the other partition board (11) is fixedly provided with a plurality of reinforcing ribs (4), the truss ribs (3) and the reinforcing ribs (4) are arranged in a one-to-one correspondence, the opposite-pulling screw rods (2) penetrate through the reinforcing ribs (4) and are screwed on the corresponding truss ribs (3), and the opposite-pulling screw rods (2) are further screwed with locking nuts (5).

5. A quick-install house building structure according to claim 1 or 2, characterized in that in the same partition wall board (11), the inner side of the thick wall (11 a) is flush with the inner side of the wall form (11 b), the inner side of the thick wall (11 a) is flush with the inner side of the beam form (11 c), the first cavity (14) is located outside the wall form (11 b), and the second cavity (15) is located outside the beam form (11 c).

6. A package house building structure according to claim 1 or 2, c h a r a c t e r i z e d in that in each modular unit (1), the bottom plate (12) and the top plate (13) are rectangular plate bodies, and the partition wall plates (11) are enclosed to form a rectangular frame structure.

7. The building structure for fast-assembling house as claimed in claim 6, wherein in each module unit (1), two adjacent wall forms (11 b) are fixedly connected by welding corresponding embedded steel plates; the two adjacent thick walls (11 a) are bound and connected through reinforcing meshes in the two thick walls (11 a) and then integrally poured and formed to form fixed connection; the adjacent thick wall (11 a) and the wall mold (11 b) are fixedly connected through tapping of embedded steel bars inserted into the wall mold (11 b) in the process of casting the thick wall (11 a) in place.

8. A house building structure of fast assembling according to claim 1 or 2, characterized in that said thick wall (11 a) is opened with a door opening (11 a 1) and/or a window opening (11 a 2).

9. A quick-assembling house building structure according to claim 1 or 2, characterized in that a plurality of hooks (13 a) are fixed on the top plate (13).

10. A ready-to-assemble house building structure according to claim 1 or 2, characterised in that the thickness of the thick wall (11 a) is 100mm, and the thickness of the wall forms (11 b) and the beam forms (11 c) are both 30mm; the height of the beam mold (11 c) is 250mm.