CN217998367U

CN217998367U - Energy-saving anti-seismic fabricated building structure

Info

Publication number: CN217998367U
Application number: CN202222074525.2U
Authority: CN
Inventors: 叶丽芳; 饶明颖; 叶邦泰; 程文秀; 方能清
Original assignee: Fujian Huadingfeng Construction Engineering Co ltd
Current assignee: Fujian Huadingfeng Construction Engineering Co ltd
Priority date: 2022-08-03
Filing date: 2022-08-03
Publication date: 2022-12-09
Anticipated expiration: 2032-08-03

Abstract

The utility model relates to an assembly type structure technical field, and an energy-conserving antidetonation assembly type structure is disclosed, including ground pillar and prefabricated floor, the top face edge fixed mounting of prefabricated floor has the wallboard, the top face of wallboard is provided with the roof, the multiunit mounting groove has evenly been seted up to the bottom face of roof, the position fixed mounting that the top face of wallboard corresponds the mounting groove has the spliced pole, the spring pocket has been seted up to the position that the bottom face of roof corresponds the mounting groove both ends, spring inslot fixed mounting has buffer spring, spring pocket and spliced pole are connected respectively to buffer spring's both ends, be provided with the supporting shoe between the left and right sides face of spliced pole and the mounting groove, the up-and-down terminal surface symmetry fixed mounting of supporting shoe has bearing structure. The utility model discloses in, bearing structure can play the fixed action to the position of roof and roof truss under the condition that does not take place the earthquake, avoids making roof, roof truss take place the displacement because of factors such as strong wind, produces property and bodily injury.

Description

Energy-saving anti-seismic fabricated building structure

Technical Field

The utility model relates to an assembly type structure technical field especially relates to an energy-conserving antidetonation assembly type building structure.

Background

The prefabricated building is a building which is formed by transferring a large amount of field operation work in the traditional construction mode to a factory, processing and manufacturing building components and accessories (such as floor slabs, wall plates, stairs, balconies and the like) in the factory, transporting the components and accessories to a building construction site, and assembling and installing the components and the accessories on the site in a reliable connection mode, wherein the prefabricated building mainly comprises a prefabricated concrete structure, a steel structure, a modern wood structure building and the like, and is a representative of a modern industrial production mode due to adoption of standardized design, industrial production, assembly construction, information management and intelligent application; although the fabricated building has the advantages of short construction period, convenient disassembly and the like, the traditional fabricated building has a simpler structure, so that the earthquake-resistant effect is poorer when the fabricated building is actually used.

The retrieved Chinese patent publication No. CN208563581U discloses an anti-seismic fabricated building, which comprises a roof, a wall body, a window, a fixed column, a top plate, a door, a bottom plate, a fixed rod, a supporting beam, mounting grooves, damping springs, a telescopic net rack, a buffer structure, a conduit, a convex strip, a clamping groove and fastening bolts, wherein four mounting grooves are respectively formed in the periphery of the bottom of the top plate, two sides of each mounting groove are respectively connected with the telescopic net rack through the damping springs, the telescopic net rack is mounted on the peripheral edge of the bottom of the wall body, the buffer structure is correspondingly mounted at the top of the wall body, the wall body is connected with the bottoms of the mounting grooves through the buffer structure, and a plurality of conduits are laid in the wall body; the bottom of wall body fixed mounting is around the top of bottom plate, and the bottom of bottom plate equidistance evenly installs the fixed column, and the equidistance is crisscross to be installed the dead lever in fixed column side.

This scheme junction installation damping spring between wall body and roof to this realizes the house antidetonation, and when making the earthquake, damping spring can play the cushioning effect when the roof rocks, but damping spring itself has certain instability, among the daily life, if meet strong wind weather, roof itself is very easy to be blown by wind because of the junction uses damping spring, causes the roof to rock, causes unnecessary danger.

Therefore, an energy-saving earthquake-resistant fabricated building structure is provided.

SUMMERY OF THE UTILITY MODEL

The utility model mainly solves the technical problem existing in the prior art and provides an energy-saving earthquake-resistant assembled building structure.

In order to realize the above-mentioned purpose, the utility model discloses a following technical scheme, an energy-conserving antidetonation assembled building structure, including ground pillar and the prefabricated floor of fixed mounting at ground pillar top face, the top face edge fixed mounting of prefabricated floor has the wallboard, and the top face of front and back two sets of wallboards is provided with the roof, the multiunit mounting groove has evenly been seted up to the bottom face of roof, the position fixed mounting that the top face of wallboard corresponds the mounting groove has the spliced pole, the spliced pole can hold in the mounting groove, the spring groove has been seted up to the position that the bottom face of roof corresponds the mounting groove both ends, and spring inslot fixed mounting has buffer spring, and spring groove and spliced pole are connected respectively to buffer spring's both ends, be provided with the supporting shoe between the left and right sides face of spliced pole and the left and right sides face of mounting groove, the terminal surface symmetry fixed mounting has bearing structure about the supporting shoe, bearing structure includes the backup pad and sets up the precutting structure at the side backup pad.

Preferably, the top end surface of the foundation column is fixedly provided with a reinforcing block, the reinforcing block is of an inverted truncated cone-shaped structure, and the top end surface of the reinforcing block is fixedly connected with the bottom end surface of the foundation column.

Preferably, the width of the mounting groove is one-point eight times of the width of the connecting column, the width of the supporting block is two times of the zero point of the width of the connecting column, and the widths of the supporting plate and the supporting block are the same.

Preferably, two adjacent groups of wall plates are fixedly connected through a right-angle assembling plate, and a roof truss is fixedly installed on the top end face of the top plate.

Preferably, the pre-breaking structure comprises a first staggered plate and a second staggered plate, the first staggered plate is fixedly arranged on the side edge of the supporting plate, the bottom end face of the first staggered plate is flush with the bottom end face of the supporting plate, the end, far away from the supporting plate, of the first staggered plate is an inclined plane, the end, close to the first staggered plate, of the second staggered plate is an inclined plane parallel to the inclined plane of the first staggered plate, and the first staggered plate and the second staggered plate are bonded through bonding glue.

Preferably, two adjacent sets of bearing structure crisscross settings and adjacent two sets of bearing structure between the packing have the expanded polystyrene, are provided with first supporting network between two adjacent sets of bearing structure, both ends paste with mounting groove and spliced pole respectively about first supporting network.

Preferably, the supporting structures at the upper end and the lower end of the supporting block are provided with a second supporting net at the end surfaces close to the supporting structures, and the outer wall surface of the second supporting net is wrapped with a plastic film.

Advantageous effects

The utility model provides an energy-conserving antidetonation assembled building structure. The method has the following beneficial effects:

(1) This energy-conserving antidetonation assembled building structure, bearing structure can play the fixed action to the position of roof and roof truss under the condition that does not take place the earthquake, avoids making roof, roof truss take place the displacement because of factors such as strong wind, produces property and bodily injury.

(2) This energy-conserving antidetonation assembled building structure, when taking place the earthquake, powerful shearing force makes the first crisscross board of and the crisscross board of second take place the distortion crisscross, makes to produce the gap between mounting groove and the spliced pole, and buffer spring's elasticity plays buffering and cushioning effect this moment, and the distortion of the first crisscross board of and the second gathers the rocking of gathering the energy and produce the earthquake and absorb, improves the shock resistance of building.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It should be apparent that the drawings in the following description are merely exemplary, and that other implementation drawings may be derived by those of ordinary skill in the art without inventive effort from the drawings provided.

The structure, ratio, size and the like shown in the present specification are only used for matching with the content disclosed in the specification, so as to be known and read by people familiar with the technology, and are not used for limiting the limit conditions which can be implemented by the present invention, so that the present invention has no technical essential significance, and any structure modification, ratio relationship change or size adjustment still falls within the range which can be covered by the technical content disclosed by the present invention without affecting the function and the achievable purpose of the present invention.

FIG. 1 is a schematic view of the three-dimensional structure of the present invention;

FIG. 2 is a sectional view of the anti-seismic structure of the present invention;

FIG. 3 is a sectional view of the earthquake-resistant structure of the present invention;

fig. 4 is an enlarged view of the local structure of the present invention.

Illustration of the drawings:

1. a foundation pillar; 2. prefabricating a floor slab; 3. a reinforcing block; 4. a wallboard; 5. a right angle assembly plate; 6. a top plate; 7. a roof truss; 8. mounting grooves; 9. connecting columns; 10. a spring slot; 11. a buffer spring; 12. a support plate; 13. a first interleaved plate; 14. a second interleaved plate; 15. bonding glue; 16. a first support web; 17. a support block; 18. a second support screen.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Example (b): an energy-saving anti-seismic fabricated building structure is shown in fig. 1-4 and comprises a foundation column 1 and a prefabricated floor slab 2 fixedly mounted on the top end face of the foundation column 1, the top end face edge of the prefabricated floor slab 2 is fixedly provided with a wall slab 4, the top end faces of the front wall slab and the rear wall slab 4 are provided with a top plate 6, a plurality of groups of mounting grooves 8 are uniformly formed in the bottom end face of the top plate 6, connecting columns 9 are fixedly mounted on the top end face of the wall slab 4 corresponding to the positions of the mounting grooves 8, the connecting columns 9 can be accommodated in the mounting grooves 8, spring grooves 10 are formed in the bottom end face of the top plate 6 corresponding to the positions of two ends of the mounting grooves 8, buffer springs 11 are fixedly mounted in the spring grooves 10, two ends of the buffer springs 11 are respectively connected with the spring grooves 10 and the connecting columns 9, when an earthquake occurs, the top plate 6 shakes, the buffer springs 11 can buffer and absorb shock, supporting blocks 17 are arranged between the left side face and the right side face of the mounting groove 9 and the left side face and the right side face of the mounting groove 8, supporting blocks 17 are symmetrically and are fixedly mounted with supporting structures, and the upper end faces of the supporting structures are arranged on the lower side faces of the supporting blocks 12.

The top end face of the foundation column 1 is fixedly provided with a reinforcing block 3, the reinforcing block 3 is of an inverted frustum-shaped structure, the top end face of the reinforcing block 3 is fixedly connected with the bottom end face of the foundation column 1, and the stability of the foundation column 1 and the prefabricated floor slab 2 is improved.

The width of the mounting groove 8 is one point eight times of the width of the connecting column 9, the width of the supporting block 17 is two times of the zero point of the width of the connecting column 9, and the width of the supporting plate 12 is the same as that of the supporting block 17.

Two adjacent groups of wall plates 4 are fixedly connected through a right-angle assembling plate 5, and a roof truss 7 is fixedly installed on the top end face of the top plate 6.

The pre-breaking structure comprises a first staggered plate 13 and a second staggered plate 14, the first staggered plate 13 is fixedly installed on the side edge of a supporting plate 12, the bottom end face of the first staggered plate 13 is flush with the bottom end face of the supporting plate 12, the end, far away from the supporting plate 12, of the first staggered plate 13 is an inclined face, the end, close to the first staggered plate 13, of the second staggered plate 14 is an inclined face parallel to the inclined face of the first staggered plate 13, the first staggered plate 13 and the second staggered plate 14 are bonded through bonding glue 15, when an earthquake occurs, strong shearing force enables the middle portions of the first staggered plate 13 and the second staggered plate 14 to be mutually extruded and staggered under the guidance of the inclined face, so that the first staggered plate 13 and the second staggered plate 14 are staggered and overlapped, at the moment, the buffer spring 11 can play a buffer and shock absorption function, when strong wind occurs, the shearing force between the top plate 6 and the wall plate 4 cannot reach the bottom portion capable of mutually extruding and staggering the first staggered plate 13, and accordingly the top plate 6 is fixed on the wall plate 4 and cannot swing.

Two adjacent sets of bearing structure crisscross settings just are filled with the expanded polystyrene between two adjacent sets of bearing structure.

A first supporting net 16 is arranged between two adjacent groups of supporting structures, and the left end and the right end of the first supporting net 16 are respectively attached to the mounting groove 8 and the connecting column 9.

The supporting structures at the upper end and the lower end of the supporting block 17 are fixedly provided with a second supporting net 18 at the end faces close to the supporting structures, and the outer wall surface of the second supporting net 18 is wrapped with a plastic film, so that when the first staggered plate 13 and the second staggered plate 14 are staggered, substances such as foaming adhesive filled in the first staggered plate and the second staggered plate cannot fall to the buffer spring 11, and the work of the buffer spring 11 is influenced.

The utility model discloses a theory of operation: during the use, buy the ground end at first with foundation pillar 1, then install prefabricated floor 2, install wallboard 4 and right angle assembly plate 5 on prefabricated floor 2, install roof 6 on two sets of wallboard 4 in front and back at last, install roof frame 7 on roof 6, form house overall framework, in the in-process of installation roof 6, insert spliced pole 9 in mounting groove 8, then through putting into the both sides of spliced pole 9 with bearing structure and supporting shoe 17, fill the gap between mounting groove 8 and spliced pole 9, then put into spring pocket 10 with buffer spring 11 fixes the lateral wall face at spliced pole 9, after bearing structure and mounting groove 8 and spliced pole 9 are consolidated under the fixed of expanded polystyrene, roof 6 and wallboard 4 are fixed, bearing structure can play the fixed action to the position of roof 6 and roof frame 7 under the condition that does not take place the earthquake this moment, avoid making roof 6, roof frame 7 take place the displacement because of factors such as strong wind, produce property and bodily injury.

When an earthquake occurs, the first staggered plates 13 and the second staggered plates 14 are twisted and staggered through strong shearing force, gaps are formed between the mounting grooves 8 and the connecting columns 9, the elastic force of the buffer springs 11 plays a role in buffering and shock absorption, the twisting of the first staggered plates 13 and the second staggered plates 14 and the energy accumulation of the buffer springs 11 absorb the shaking generated by the earthquake, and the earthquake resistance of the building is improved.

The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims

1. The utility model provides an energy-conserving antidetonation assembled building structure, includes foundation pillar (1) and fixed mounting at the prefabricated floor (2) of foundation pillar (1) top terminal surface, its characterized in that: prefabricated floor slab's (2) top face edge fixed mounting has wallboard (4), and the top face of front and back two sets of wallboard (4) is provided with roof (6), multiunit mounting groove (8) have evenly been seted up to the bottom face of roof (6), the position fixed mounting that the top face of wallboard (4) corresponds mounting groove (8) has spliced pole (9), spliced pole (9) can hold in mounting groove (8), spring groove (10) have been seted up to the position that the bottom face of roof (6) corresponds mounting groove (8) both ends, and fixed mounting has buffer spring (11) in spring groove (10), and spring groove (10) and spliced pole (9) are connected respectively to the both ends of buffer spring (11), be provided with supporting shoe (17) between the left and right sides face of spliced pole (9) and mounting groove (8), the upper and lower terminal surface symmetry fixed mounting of supporting shoe (17) has bearing structure, bearing structure includes backup pad (12) and sets up the precutting structure at backup pad (12) side.

2. An energy-saving earthquake-resistant fabricated building structure according to claim 1, wherein: the top end face of the foundation column (1) is fixedly provided with a reinforcing block (3), the reinforcing block (3) is of an inverted frustum-shaped structure, and the top end face of the reinforcing block (3) is fixedly connected with the bottom end face of the foundation column (1).

3. An energy saving earthquake resistant fabricated building structure as defined in claim 1, wherein: the width of the mounting groove (8) is one point eight times of the width of the connecting column (9), the width of the supporting block (17) is two times of the zero point of the width of the connecting column (9), and the widths of the supporting plate (12) and the supporting block (17) are the same.

4. An energy saving earthquake resistant fabricated building structure as defined in claim 1, wherein: two adjacent groups of wall plates (4) are fixedly connected through a right-angle assembling plate (5), and a roof frame (7) is fixedly installed on the top end face of the top plate (6).

5. An energy saving earthquake resistant fabricated building structure as defined in claim 1, wherein: the pre-breaking structure comprises a first staggered plate (13) and a second staggered plate (14), wherein the first staggered plate (13) is fixedly arranged on the side edge of a supporting plate (12) and the bottom end face of the first staggered plate (13) is flush with the bottom end face of the supporting plate (12), one end, away from the supporting plate (12), of the first staggered plate (13) is an inclined plane, one end, close to the first staggered plate (13), of the second staggered plate (14) is an inclined plane parallel to the inclined plane of the first staggered plate (13), and the first staggered plate (13) is bonded with the second staggered plate (14) through a bonding adhesive (15).

6. An energy-saving earthquake-resistant fabricated building structure according to claim 1, wherein: the two adjacent groups of supporting structures are arranged in a staggered mode, foam rubber is filled between the two adjacent groups of supporting structures, a first supporting net (16) is arranged between the two adjacent groups of supporting structures, and the left end and the right end of the first supporting net (16) are respectively attached to the mounting groove (8) and the connecting column (9).

7. An energy saving earthquake resistant fabricated building structure as defined in claim 1, wherein: the supporting structures at the upper end and the lower end of the supporting block (17) are close to the end surfaces, the end surfaces are fixedly provided with second supporting nets (18), and the outer wall surfaces of the second supporting nets (18) are wrapped with plastic films.