CN214884357U

CN214884357U - Assembled building frame construction

Info

Publication number: CN214884357U
Application number: CN202120340917.1U
Authority: CN
Inventors: 吕其军; 朱艳丽; 吕鹏; 吕书峰
Original assignee: Shandong Laiwu Construction Group Co ltd
Current assignee: Shandong Laiwu Construction Group Co ltd
Priority date: 2021-02-03
Filing date: 2021-02-03
Publication date: 2021-11-26
Anticipated expiration: 2031-02-03

Abstract

The utility model relates to an assembly type building frame construction, including wall limit structure and roof beam limit structure, be connected with the PK board of a plurality of parallel and level between wall limit structure and the roof beam limit structure, the PK board is not less than 10mm with wall limit structure and roof beam limit structure's overlap joint length, the beard muscle and wall limit structure and the roof beam limit structure fixed connection of PK board still include the buffering supporting mechanism who is used for supporting the PK board. The beneficial effect of this application does: through setting for the overlap joint length of PK board and wall limit structure and roof beam limit structure, can be so that PK board and wall limit structure and roof beam limit structure between be connected more firmly, can form certain cushioning effect to the PK board through setting up buffering supporting mechanism when hoist and mount PK board moreover, later form rigid support, can reduce the harm to the PK board.

Description

Assembled building frame construction

Technical Field

The application relates to the technical field of assembly type buildings, in particular to an assembly type building frame structure.

Background

The prefabricated wall panels are quickly combined into an integral wall panel or a top plate in a splicing mode on a construction site in the assembly type building, and the construction mode is gradually used in the current building engineering, so that the construction period can be greatly shortened.

In the related art, concrete pouring is performed after the wall boards are spliced, and the wall boards need to be supported to form an integral frame structure before splicing.

However, the inventors found that the frame structure of the related art has the following drawbacks: poor stability of support and fixation, and easy damage to the wallboard when splicing the wallboard.

SUMMERY OF THE UTILITY MODEL

In order to improve the stability of fixing and reduce the harm to the wallboard simultaneously, this application provides a fabricated building frame structure.

The application provides a pair of assembled building frame construction adopts following technical scheme:

the utility model provides an assembly type structure frame construction, includes wall limit structure and roof beam limit structure, be connected with the PK board of a plurality of parallel and level between wall limit structure and the roof beam limit structure, the PK board is not less than 10mm with the overlap joint length of wall limit structure and roof beam limit structure, the beard muscle and wall limit structure and roof beam limit structure fixed connection of PK board still include the buffering supporting mechanism who is used for supporting the PK board.

By adopting the technical scheme: through setting for the overlap joint length of PK board and wall limit structure and roof beam limit structure, can be so that PK board and wall limit structure and roof beam limit structure between be connected more firmly, can form certain cushioning effect to the PK board through setting up buffering supporting mechanism when hoist and mount PK board moreover, later form rigid support, can reduce the harm to the PK board.

Optionally, the wall structure includes a fixed shear wall formwork, a shear wall reinforcement cage is arranged in the shear wall formwork, and the beard rib of the PK plate is fixedly connected with the shear wall reinforcement cage.

By adopting the technical scheme: the moustache bead is fixed with the shear wall steel reinforcement cage, then the concrete is poured, and the PK plate and the shear wall are connected more firmly after pouring.

Optionally, the beam edge structure comprises a fixed beam side template and a beam bottom template, wherein a beam reinforcement cage is arranged in the beam side template and the beam bottom template, and the beard rib of the PK plate is fixedly connected with the beam reinforcement cage.

By adopting the technical scheme: the beam side template and the beam bottom template form a space formed by the beam body, a beam reinforcement cage is fixed in the space, the beard ribs are fixedly connected with the beam reinforcement cage, and the PK plate is more firmly connected with the beam body after concrete is poured.

Optionally, the cushioning support mechanism comprises a wall edge support assembly for a wall edge PK panel and a beam edge support assembly for supporting the beam edge PK panel.

By adopting the technical scheme: through setting up wall limit supporting component and roof beam limit supporting component can carry out fine support to the PK board, be convenient for carry out fine location and fixed to PK board and wall limit and roof beam body.

Optionally, the wall limit supporting component includes the first support steel pipe of a plurality of parallel and level, every the lower part of first support steel pipe all connect triangular supports frame, it is a plurality of the upper end fixedly connected with of first support steel pipe supports the stuff.

By adopting the technical scheme: the stability of supporting has been improved through setting up triangular supports frame, supports the stuff and supports the PK board with PK board direct contact.

Optionally, the beam bottom formwork is supported and fixed by the formwork support assembly, the beam edge support assembly comprises two groups of inclined supports fixed on the beam bottom formwork, and the inclined supports are located on two sides of the beam side formwork.

By adopting the technical scheme: the formwork support assembly is arranged to support the beam bottom formwork, the inclined support piece is used for fixedly supporting the beam side formwork, the beam bottom formwork and the beam side formwork are assembled, and a beam reinforcement cage is fixed between the beam bottom formwork and the beam side formwork and used for pouring a formed beam body.

Optionally, the formwork support assembly comprises a plurality of second support steel pipes with fixed bottom ends, the upper portions of the second support steel pipes are connected with the transverse steel pipes, and the transverse steel pipes support the beam side formwork.

By adopting the technical scheme: the beam side template can be well supported through the template supporting component, and a beam body is convenient to pour.

Optionally, the inclined support piece includes bottom mounting slant stuff and vertical stuff on horizontal steel pipe, still including supporting the stuff, and the top of slant stuff and vertical stuff is all pushed up to connect and is fixed at the downside that supports the stuff, supports the side top of going up of stuff and connects the PK board.

By adopting the technical scheme: the inclined battens, the vertical battens and the supporting battens form a triangular support, the side faces of the vertical battens can be used for abutting against a supporting beam side template, and the upper ends of the supporting battens are used for abutting against the lower side face of the PK plate.

Optionally, an air spring is embedded in the support batten, and the upper portion of the air spring is abutted to the PK plate.

By adopting the technical scheme: through inlaying the air spring in the support stuff, when hoist and mount PK board, the PK board at first contacts the air spring at the in-process of transferring, falls gradually again on the support stuff, can play certain cushioning effect, avoids causing the harm to the PK board.

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

1. through setting for the overlap joint length of PK board and wall limit structure and roof beam limit structure, can be so that PK board and wall limit structure and roof beam limit structure between be connected more firmly, can form certain cushioning effect to the PK board through setting up buffering supporting mechanism when hoist and mount PK board moreover, later form rigid support, can reduce the harm to the PK board.

2. The method can be suitable for the hoisting work of the assembled wallboards with different thicknesses and different widths.

3. Through setting up the layer board, can increase the area of contact with the bottom plate downside, reduce the stress concentration point of bottom plate, further reduce the structure harm to the assembled wallboard.

Drawings

Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.

Fig. 2 is a schematic structural view of a wall edge support assembly according to an embodiment of the present application.

Fig. 3 is a schematic top view of a supporting batten according to an embodiment of the application.

Reference number legend, 100, wall edge structure; 110. a shear wall form; 120. a shear wall reinforcement cage; 200. a beam edge structure; 210. a beam-side template; 220. a beam bottom template; 230. a beam reinforcement cage; 300. a PK plate; 310. beard tendon; 400. a wall edge support assembly; 410. a first support steel pipe; 420. a triangular support frame; 430. supporting the wood strips; 500. a formwork support assembly; 510. a second support steel pipe; 520. a transverse steel pipe; 600. a beam-side support assembly; 610. a diagonal support member; 611. oblique wood strips; 612. vertical battens; 613. a gas spring.

Detailed Description

The present application is described in further detail below with reference to figures 1-3.

The embodiment of the application discloses an assembly type building frame structure, adopts following technical scheme:

referring to fig. 1, an assembled building frame structure, including wall limit structure 100 and roof beam limit structure 200, be connected with a plurality of parallel and level PK boards 300 between wall limit structure 100 and the roof beam limit structure 200, still including the buffering supporting mechanism who is used for supporting PK board 300, can form certain cushioning effect to PK board 300 when hoist and mount PK board 300 through setting up buffering supporting mechanism, later form rigid support, can reduce the harm to PK board 300. The length of the overlapped joint of the PK plate 300 and the wall edge structure 100 and the beam edge structure 200 is not less than 10mm, the length of the overlapped joint of the PK plate 300 and the wall edge structure 100 and the beam edge structure 200 is set, so that the PK plate 300 and the wall edge structure 100 and the beam edge structure 200 are connected more firmly, the overlapped joint length is adjusted according to the span between beams, the larger the span between the beams is, the larger the required length of the overlapped joint is, the connection stability is improved, the beard rib 310 of the PK plate 300 is fixedly connected with the wall edge structure 100 and the beam edge structure 200, and the PK plate 300 is firmly connected with the wall edge and the beam edge.

Referring to fig. 1, in order to make the wall edge and the PK plate 300 more stable after concrete is poured, the wall edge structure 100 in this embodiment includes a fixed shear wall form 110, a shear wall reinforcement cage 120 is disposed in the shear wall form 110, a shear wall can be formed by disposing the shear wall reinforcement cage 120 in the shear wall form 110, and then concrete is poured, and the beard ribs 310 of the PK plate 300 are fixedly connected to the shear wall reinforcement cage 120. The beard ribs 310 are fixed with the shear wall reinforcement cage 120, then concrete is poured, and the PK plates 300 are connected with the shear wall more stably after the concrete is poured.

Referring to fig. 1, in order to make the beam body and the PK plate 300 more stable after concrete is poured, the beam edge structure 200 includes the fixed beam side template 210 and the beam bottom template 220, a beam reinforcement cage 230 is arranged in the beam side template 210 and the beam bottom template 220, the beam side template 210 and the beam bottom template 220 are fixed to form a mold closing state, the beam reinforcement cage 230 is fixed in the mold closing state to form the beam body after concrete is poured, the beard rib 310 and the beam reinforcement cage 230 of the PK plate 300 are fixedly connected, the beard rib 310 and the beam reinforcement cage 230 are fixedly connected, and the PK plate 300 and the beam body are more firmly connected after concrete is poured.

Referring to fig. 1, the cushioned support mechanism includes a wall edge support assembly 400 for wall edge PK panel 300 and a beam edge support assembly 600 for supporting beam edge PK panel 300. Through setting up wall limit supporting component 400 and roof beam limit supporting component 600 and can carrying out fine support to PK board 300, be convenient for carry out fine location and fixed to PK board 300 and wall limit and roof beam body, specific support mode is seen below.

Referring to fig. 1 and 2, in order to support the PK panel 300 at the wall edge, the wall edge supporting assembly 400 in this embodiment includes a plurality of first support steel pipes 410 at the same level, the lower portion of each first support steel pipe 410 is connected to a triangular support frame 420, the stability of the support is improved by providing the triangular support frame 420, the upper ends of the first support steel pipes 410 are fixedly connected with support battens 430, and the support battens 430 are in direct contact with the PK panel 300 to support the PK panel 300.

Referring to fig. 1, in order to support the PK plate 300 on both sides of the beam body, in this embodiment, the beam bottom form 220 is supported and fixed by the form support assembly 500 in the following manner, and the beam edge support assembly 600 includes two sets of inclined supports 610 fixed on the beam bottom form 220, and the inclined supports 610 are located on both sides of the beam side form 210. The formwork support assembly 500 can be used for supporting the beam bottom formwork 220, the cross supports 610 are used for fixing the supporting beam side formwork 210, the beam bottom formwork 220 is matched with the beam side formwork 210, and the beam reinforcement cage 230 is fixed between the beam bottom formwork 220 and the beam side formwork 210 and used for casting and forming a beam body.

Referring to fig. 1, in order to support the beam bottom form 220, a form support assembly 500 is provided, and in this embodiment, the form support assembly 500 includes a plurality of second support steel pipes 510 having bottom ends fixed thereto, the upper portions of the second support steel pipes 510 are connected to transverse steel pipes 520, and the transverse steel pipes 520 support the beam side forms 210. The beam side formwork 210 can be well supported through the formwork support assembly 500, and a beam body is convenient to pour.

Referring to fig. 1, in order to support the beam-side formwork 210, a diagonal support 610 is provided, the diagonal support 610 includes an oblique batten 611 and a vertical batten 612, the bottom ends of which are fixed on a transverse steel pipe 520, and further includes a support batten 430, the tops of the oblique batten 611 and the vertical batten 612 are respectively abutted and fixed on the lower side of the support batten 430, and the upper side of the support batten 430 is abutted and connected with the PK plate 300. Triangular supports are formed among the oblique wood strips 611, the vertical wood strips 612 and the supporting wood strips 430, the side faces of the vertical wood strips 612 can be used for abutting against the supporting beam side templates 210, and the upper ends of the supporting wood strips 430 are used for abutting against the lower side faces of the PK plates 300.

Referring to fig. 1 and 3, in order to buffer the PK plate 300 during the lowering process, a gas spring 613 is embedded in the support wooden bar 430, and the upper portion of the gas spring 613 abuts against the PK plate 300. Through inlaying air spring 613 in supporting stuff 430, when hoist and mount PK board 300, PK board 300 contacts air spring 613 at first in the in-process of transferring, falls gradually again on supporting stuff 430, can play certain cushioning effect, avoids causing the harm to PK board 300.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: 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 fabricated building frame structure characterized by: including wall limit structure (100) and roof beam limit structure (200), be connected with PK board (300) of a plurality of parallel and level between wall limit structure (100) and roof beam limit structure (200), PK board (300) and wall limit structure (100) and roof beam limit structure (200) overlap joint length is not less than 10mm, the beard muscle (310) and wall limit structure (100) and roof beam limit structure (200) fixed connection of PK board (300) still include the buffering supporting mechanism who is used for supporting PK board (300).

2. A fabricated building frame structure according to claim 1, wherein: the wall side structure (100) comprises a fixed shear wall template (110), a shear wall reinforcement cage (120) is arranged in the shear wall template (110), and the beard ribs (310) of the PK plate (300) are fixedly connected with the shear wall reinforcement cage (120).

3. A fabricated building frame structure according to claim 1, wherein: beam edge structure (200) are including fixed roof beam side form board (210) and roof beam die block board (220), be equipped with roof beam steel reinforcement cage (230) in roof beam side form board (210) and roof beam die block board (220), the beard muscle (310) and the roof beam steel reinforcement cage (230) fixed connection of PK board (300).

4. A fabricated building frame structure according to claim 3, wherein: the cushioning support mechanism includes a wall edge support assembly (400) for a wall edge PK panel (300) and a beam edge support assembly (600) for supporting the beam edge PK panel (300).

5. An assembled building frame structure according to claim 4, wherein the wall supporting assembly (400) comprises a plurality of first supporting steel pipes (410) which are flush with each other, a triangular supporting frame (420) is connected to a lower portion of each of the first supporting steel pipes (410), and supporting battens (430) are fixedly connected to upper ends of the plurality of first supporting steel pipes (410).

6. An assembled building frame structure according to claim 4, wherein the beam bottom formwork (220) is supported and fixed by the formwork support assembly (500), and the beam edge support assembly (600) comprises two sets of cross braces (610) fixed on the beam bottom formwork (220), the cross braces (610) being located at both sides of the beam side formwork (210).

7. A fabricated building frame structure according to claim 6, wherein the formwork support assembly (500) comprises a plurality of second support steel pipes (510) having bottom ends fixed, and the upper portions of the second support steel pipes (510) are connected with the transverse steel pipes (520), and the transverse steel pipes (520) support the beam-side formworks (210).

8. A fabricated building frame structure according to claim 6, wherein: the inclined supporting piece (610) comprises an inclined wood strip (611) and a vertical wood strip (612) with the bottom ends fixed on the transverse steel pipe (520), and further comprises a supporting wood strip (430), the tops of the inclined wood strip (611) and the vertical wood strip (612) are fixedly connected to the lower side surface of the supporting wood strip (430) in a top-joint mode, and the upper side surface of the supporting wood strip (430) is connected to the PK plate (300) in a top-joint mode.

9. A fabricated building frame structure according to claim 5 or 8, wherein: a gas spring (613) is embedded in the support batten (430), and the upper part of the gas spring (613) is abutted with the PK plate (300).