CN219587206U

CN219587206U - Assembly structure supporting system

Info

Publication number: CN219587206U
Application number: CN202320385984.4U
Authority: CN
Inventors: 班笑; 徐森; 李佳宇; 张立; 王洪新; 吴钰升
Original assignee: Shanghai Urban Construction Prefabricated Components Co ltd
Current assignee: Shanghai Urban Construction Prefabricated Components Co ltd
Priority date: 2023-03-03
Filing date: 2023-03-03
Publication date: 2023-08-25
Anticipated expiration: 2033-03-03

Abstract

The utility model discloses an assembly structure supporting system, which relates to the technical field of assembly type building supporting systems, and comprises an under-beam supporting system, an under-plate supporting system and a beam-plate shared supporting system, wherein the under-beam supporting system comprises a plurality of independent supporting frames which are arranged at intervals; the under-board support system comprises a plurality of tower supports which are arranged at intervals; the beam plate sharing supporting system comprises a supporting frame and an adjusting frame, wherein the adjusting frame is detachably arranged at the top of the supporting frame and comprises a plurality of vertical rods capable of adjusting the height. When the close-spliced laminated slab is adopted for the construction of the assembled building, the utility model has the effect of improving the construction efficiency.

Description

Assembly structure supporting system

Technical Field

The utility model relates to the technical field of assembly type building support systems, in particular to an assembly type structure support system.

Background

The laminated slab is a prefabricated component commonly used in domestic assembled concrete structure buildings, and is an assembled integral floor slab consisting of a prefabricated bottom plate and a post-cast concrete laminated layer. In order to reduce post-cast strip concrete pouring procedures after the assembly type laminated plates are hoisted, the prior closely spliced laminated plates are built in an assembly type structure through hoisting, and the connecting gaps between adjacent closely spliced laminated plates are small, so that the in-situ pouring procedures of post-cast strips between the laminated plates can be reduced.

Meanwhile, when the formwork is supported in site construction, the most commonly used support system is a fastener type scaffold support system or a disc buckle type support system. The formwork is supported by the fastener type scaffold or the disc-buckle type scaffold, so that stable support can be provided when the upper building structure is constructed.

However, when the fastener type scaffold or the disc-buckle type scaffold is used for formwork supporting, the rods are mutually tied, and the rods are crisscrossed to form a dense shelf body, so that the assembled components can be well supported, but a large amount of construction space is occupied, so that construction sites are crowded and disordered, and the construction efficiency is affected.

Disclosure of Invention

In order to solve the problem that the traditional scaffold system can reduce construction efficiency when the closely spliced laminated slab is adopted for construction of an assembled building, the utility model provides an assembled structure supporting system.

The utility model provides an assembly structure supporting system, which adopts the following technical scheme:

a mounting structure support system comprising:

the beam lower support system comprises a plurality of independent support frames which are arranged at intervals;

the underfloor support system comprises a plurality of tower supports which are arranged at intervals, wherein each tower support comprises a tower unit and a fixing piece, a plurality of tower units are vertically arranged, and adjacent tower units can be connected through the fixing pieces;

the beam plate sharing supporting system comprises a supporting frame and an adjusting frame, wherein the adjusting frame is detachably arranged at the top of the supporting frame, and comprises a plurality of vertical rods capable of adjusting the height.

Through adopting above-mentioned technical scheme, when carrying out assembled building construction, set up braced system at the building on the face of accomplishing according to the construction drawing at first, set up board under bracing system below the face, set up the roof beam under bracing system under the structural beam, set up the shared braced system of roof beam board in the region that the structural beam is arranged more densely.

When the beam lower support system is erected, a plurality of independent support frames are erected at intervals along the arrangement direction of the beams, and the beam lower support system with the independent support frames is arranged, so that the erection of the frame body is facilitated, the independent support frames are arranged at intervals mutually independently, and the occupation of construction sites is reduced;

when setting up board under braced system, set up the tower support frame that a plurality of intervals set up in the face below in order to provide firm support for the assembled plate of hoist and mount, according to the structure height, overlap joint one or more tower units through the mounting to realize the erection of single tower support frame, assemble simple and conveniently, and can reserve construction site for constructor.

The beam plate shared supporting system is erected, and the structural beams are usually protruded or recessed on the surface of the structural plates, so that the supporting frame at the positions of the structural beams and the supporting frame at the positions of the structural plates are different in supporting height, the height of each vertical rod in the adjusting frame is respectively adjusted, and the structural beams and the structural plates are simultaneously supported.

Optionally, the independent support frame includes the body of rod, body of rod one end is provided with supporting base, and the other end is provided with the jacking that can height-adjusting.

Through adopting above-mentioned technical scheme, with the body of rod setting on the building completion face to with body of rod bottom installation supporting base, with guarantee that the body of rod can be stably placed on the building completion face, at body of rod top installation jacking, height-adjusting jacking height according to the height-adjusting of beam bottom, make can place square steel pipe or square batten that is used for supporting structure roof beam on the jacking.

Optionally, the support base includes the fixed plate that is fixed in on the body of rod, can dismantle on the fixed plate and be provided with at least three bracing.

Through adopting above-mentioned technical scheme, place the body of rod vertically behind the building completion face, be fixed in the fixed plate respectively with many bracing on, make the body of rod can stabilize vertical prop up with the building completion face on through a plurality of bracing.

Optionally, the tower unit includes horizontal pole, montant and connecting rod, the tower unit is enclosed into cuboid frame construction by horizontal pole and montant, the connecting rod slope sets up and both ends are used for being fixed with horizontal pole or montant of tower unit same one side.

Through adopting above-mentioned technical scheme, utilize horizontal pole and montant to enclose into cuboid frame, and set up the connecting rod between horizontal pole or montant of tower unit same one side for tower unit forms the structure of similar lattice column, can improve tower unit's stability.

Optionally, screw thread sections are arranged at two ends of the vertical rod, and the fixing piece can be connected to the two vertical rods of the two tower units in a screw thread mode at the same time.

Through adopting above-mentioned technical scheme, align the montant in the tower unit with the montant of another tower unit to on threaded connection is simultaneously to two montants with the mounting, realize the connection between two tower units and fix, through the fixed connection of tower unit and pile up the tower support frame that forms and be unanimous with beam bottom headroom.

Optionally, the vertical pole includes sleeve pole and regulation pole, adjust the pole slip and wear to locate in the sleeve pole, beam slab sharing braced system includes the setting element, the setting element is used for locking sleeve pole for adjusting the position of pole.

By adopting the technical scheme, the position of the sliding adjusting rod relative to the sleeve rod is adopted, so that one end of the adjusting rod far away from the sleeve rod is propped against the ground of the structural plate or the structural beam, and at the moment, the position of the sleeve rod relative to the adjusting rod is fixed through the positioning piece, so that the height adjustment of the adjusting frame is realized.

Optionally, the support frame with the alignment jig all includes the transverse rod, the transverse rod includes dead lever and slipping the pole, slipping the pole slip and wearing to locate in the dead lever, just the setting element is used for locking slipping the pole for the position of dead lever.

Through adopting above-mentioned technical scheme, if the length of horizontal pole overlength for the beam slab sharing braced system occupies too big, can adjust the length of every horizontal pole in support frame and the alignment jig, constructor removes the position of pole for the dead lever that slides, after the pole that slides adjusts suitable position, utilizes the fixed position of pole for the dead lever that slides of setting element, accomplishes the length adjustment of horizontal pole.

Optionally, the sleeve rod and the transverse rod are provided with a plurality of first perforations along the length direction, and the adjusting rod and the sliding rod are provided with a plurality of second perforations respectively;

the positioning member can pass through the first perforation and the second perforation on the transverse rod or the first perforation and the second perforation on the vertical rod at the same time.

Through adopting above-mentioned technical scheme, when adjusting the length of transverse rod or vertical pole, after the length of transverse rod or vertical pole is adjusted to suitable position, pass first perforation and the second perforation in the transverse wire pole simultaneously with the setting element, or pass first perforation and the second perforation in the vertical pole simultaneously with the setting element, can realize the fixed in position of sliding rod or regulation pole.

In summary, the present utility model includes at least one of the following beneficial effects:

1. the under-plate support system, the under-beam support system and the beam-plate shared support system are arranged, so that the drawknot among the systems can be reduced, the systems can independently support the closely-spliced plates, the space occupation of the support frame body is reduced, the space of a construction site is released, constructors can have a broader construction environment, and the working efficiency is improved;

2. compared with the traditional fastener type scaffold and the disc-buckle type scaffold, the support system is independent in structure, convenient to assemble and disassemble, and lower in installation density than the traditional scaffold, so that construction is more convenient, and the environment of a construction site is better;

3. the beam-slab shared supporting system is used in the region where the structural beams are densely arranged, so that beam-slab components can be more efficiently supported, the laying density of the supporting system is reduced, and the construction environment is wider.

Drawings

FIG. 1 is a schematic view of the overall structure of an independent support frame according to an embodiment of the present utility model;

FIG. 2 is a schematic view of an exploded structure of a common support frame according to an embodiment of the present utility model;

FIG. 3 is a schematic view of the overall structure of a tower support according to an embodiment of the present utility model;

FIG. 4 is a schematic view of the overall structure of a common support frame according to an embodiment of the present utility model;

FIG. 5 is a schematic view of the exploded construction of the transverse and vertical rods of an embodiment of the present utility model;

fig. 6 is a schematic view of the support system of the present utility model after it is installed on the building finishing surface.

Reference numerals illustrate: 1. an independent support frame; 11. a rod body; 12. a support base; 121. a fixing plate; 122. diagonal bracing; 13. jacking; 2. a tower support; 21. a tower unit; 211. a cross bar; 212. a vertical rod; 213. a connecting rod; 22. a fixing member; 23. a top pallet; 3. sharing a supporting frame; 31. a support frame; 32. a transverse bar; 321. a fixed rod; 3211. a first perforation; 322. a sliding rod; 3221. a second perforation; 33. an adjusting frame; 331. a vertical rod; 3311. a sleeve rod; 3312. an adjusting rod; 34. and a positioning piece.

Detailed Description

The utility model is described in further detail below with reference to fig. 1-6.

The embodiment of the utility model discloses an assembly structure supporting system which comprises an under-beam supporting system, an under-plate supporting system and a beam-plate shared supporting system.

Referring to fig. 1, the underbeam support system includes an independent support frame 1, the independent support frame 1 includes a rod body 11, the rod body 11 may be a round steel pipe made of Q345 steel and having a wall thickness of 3.5mm, one end of the rod body 11 is fixed with a support base 12, the other end is provided with a jacking 13 capable of adjusting a height, the jacking 13 is in threaded connection with the rod body 11 to achieve height adjustment, the jacking 13 is a common member in the field of building construction, and specific structures are not described herein.

Referring to fig. 1, the support base 12 includes a plurality of diagonal braces 122 and a fixing plate 121 fixed on the rod body 11, the fixing plate 121 is disposed at a position close to the end of the rod body 11, a plane where the fixing plate 121 is located is perpendicular to the axis of the rod body 11, the diagonal braces 122 are connected with the fixing plate 121 through bolts and nuts, the diagonal braces 122 are disposed on the circumferential side of the fixing plate 121, and at least three diagonal braces 122 are disposed.

Referring to fig. 1, before the beam member is lifted, a plurality of independent support frames 1 are erected in the installation area of the beam member, the independent support frames 1 are arranged at equal intervals along the length direction of the beam member, the height of the jacking 13 is properly adjusted so that the height of the independent support frames 1 is the same as the arrangement height of the beam member, square steel pipes or square battens are placed on the jacking 13 of each independent support frame 1, and the length direction of the square steel pipes or square battens is perpendicular to the length direction of the beam member. When the beam member is hoisted, the beam member is hoisted only by being placed on a plurality of square steel pipes or square battens.

Referring to fig. 2 and 3, the under-board support system includes a plurality of tower supports 2 arranged at intervals, the tower supports 2 include tower units 21 and fixing members 22, the fixing members 22 are specifically positive and negative screw threaded sleeves, the tower units 21 can be arranged in plurality, and the plurality of tower units 21 are vertically arranged. The tower unit 21 comprises a cross bar 211, a vertical bar 212 and a connecting rod 213, the cross bar 211 and the vertical bar 212 are spliced into a cuboid frame, each surface of the cuboid frame is provided with an oblique connecting rod 213, and two ends of the connecting rod 213 are respectively fixedly connected with the ends of the two transverse rods 32. Both ends of each vertical rod 212 are provided with threaded sections. The two tower units 21 can be fixedly connected through the fixing piece 22, and specifically one tower unit 21 is hoisted to the position right above the other tower unit 21, vertical rods 212 of the two tower units 21 are aligned one by one, the fixing piece 22 is connected to threaded sections of the two aligned vertical rods 212 in a threaded mode at the same time, and connection of the two tower units 21 can be achieved. The top end of the vertical rod 212 of the uppermost tower unit 21 of the tower type supporting frame 2 is connected with a jacking plate 23 in a threaded manner, and when the plate component is hoisted, the plate component can be hoisted only by placing the plate component on a plurality of jacking plates 23.

Referring to fig. 2 and 4, the beam-slab common support system includes a plurality of common support frames 3, the common support frames 3 including a support frame 31 and an adjustment frame 33, the adjustment frame 33 being disposed on top of the support frame 31. The structural form of the supporting frame 31 is the same as that of the tower units 21, and the connection mode between the supporting frame 31 and the adjusting frame 33 is the same as that between the two tower units 21.

Referring to fig. 4 and 5, the adjusting frame 33 includes four vertical rods 331 with adjustable heights, each vertical rod 331 includes a sleeve rod 3311 and an adjusting rod 3312, the sleeve rod 3311 is sleeved outside the adjusting rod 3312, the adjusting rod 3312 can slide relative to the sleeve rod 3311, a plurality of first through holes 3211 penetrating the sleeve rod 3311 are formed in the sleeve rod 3311 along the length direction of the sleeve rod 3311, a plurality of first through holes 3211 are formed in one end of the sleeve rod 3311 far away from the supporting frame 31, a plurality of second through holes 3221 penetrating the adjusting rod 3312 are formed in one end of the adjusting rod 3312 near the supporting rod along the length direction, the shared supporting frame 3 further includes a positioning member 34, the positioning member 34 can be a bolt or a nut, and the positioning member 34 can lock the position of the adjusting rod 3312 by simultaneously penetrating the first through holes 3211 and the second through holes 3221 in the vertical rod 331.

Referring to fig. 4 and 5, the adjusting frame 33 and the supporting frame 31 each include a transverse rod 32, the transverse rod 32 includes a fixed rod 321 and a sliding rod 322, the fixed rod 321 is sleeved outside the sliding rod 322, the outer wall of the sliding rod 322 is connected with the inner wall of the fixed rod 321, a plurality of first perforations 3211 are formed in the side wall of the fixed rod 321 along the length direction, the first perforations 3211 penetrate through the fixed rod 321, the sliding rod 322 is inserted into one end side wall of the fixed rod 321, a plurality of second perforations 3221 are formed in the side wall of the sliding rod 322 along the length direction at intervals, the second perforations 3221 penetrate through the sliding rod 322, the position of the sliding rod 322 relative to the fixed rod 321 is moved to achieve length adjustment of the transverse rod 32, and after the first perforations 3211 on the fixed rod 321 and the second perforations 3221 on the sliding rod 322 are aligned, the positioning piece 34 simultaneously penetrates through the first perforations 3211 and the second perforations 3221 to achieve locking of the position of the sliding rod 322. By providing a transverse bar 32 with an adjustable length, the width of the common support frame 3 can be adjusted to facilitate better support of the beam plate.

The implementation principle of the assembly structure supporting system of the embodiment of the utility model is as follows: referring to fig. 6, before the upper layer of assembly type member is lifted, a supporting system is firstly erected on the structural completion surface of the lower layer, an under-beam supporting system and an under-plate supporting system are respectively erected at corresponding positions of beam plates according to construction drawings, the structural beams are arranged in a region with relatively dense areas or relatively small areas of the structural plates, the beam plates are erected to share the supporting system, and the assembly type member is lifted after the supporting system is erected.

The above embodiments are not intended to limit the scope of the present utility model, so: all equivalent changes in structure, shape and principle of the utility model should be covered in the scope of protection of the utility model.

Claims

1. An assembly structure support system, comprising:

the under-beam support system comprises a plurality of independent support frames (1) which are arranged at intervals;

the underfloor support system comprises a plurality of tower supports (2) which are arranged at intervals, wherein each tower support (2) comprises tower units (21) and fixing pieces (22), a plurality of tower units (21) are vertically arranged, and adjacent tower units (21) can be connected through the fixing pieces (22);

the beam and plate sharing support system comprises a support frame (31) and an adjusting frame (33), wherein the adjusting frame (33) is detachably arranged at the top of the support frame (31), and the adjusting frame (33) comprises a plurality of vertical rods (331) capable of adjusting the height.

2. The assembly structure supporting system according to claim 1, wherein the independent supporting frame (1) comprises a rod body (11), one end of the rod body (11) is provided with a supporting base (12), and the other end of the rod body is provided with a jacking (13) capable of adjusting the height.

3. An assembly structure support system according to claim 2, wherein the support base (12) comprises a fixing plate (121) fixed to the rod body (11), said fixing plate (121) being detachably provided with at least three diagonal braces (122).

4. The assembly structure supporting system according to claim 1, wherein the tower unit (21) comprises a cross bar (211), a vertical bar (212) and a connecting rod (213), the tower unit (21) is surrounded by the cross bar (211) and the vertical bar (212) to form a cuboid frame structure, and the connecting rod (213) is obliquely arranged, and two ends of the connecting rod are used for being fixed with the cross bar (211) or the vertical bar (212) on the same side of the tower unit (21).

5. An assembly structure supporting system according to claim 4, characterized in that the two ends of the vertical bars (212) are provided with threaded sections, and the fixing member (22) can be simultaneously screwed onto the two vertical bars (212) of the two tower units (21).

6. The assembly structure support system according to claim 1, wherein the vertical rod (331) comprises a sleeve rod (3311) and an adjusting rod (3312), the adjusting rod (3312) is slidably arranged in the sleeve rod (3311), and the beam-slab sharing support system comprises a positioning member (34), wherein the positioning member (34) is used for locking the position of the sleeve rod (3311) relative to the adjusting rod (3312).

7. The assembly structure supporting system according to claim 6, wherein the supporting frame (31) and the adjusting frame (33) each comprise a transverse rod (32), the transverse rods (32) comprise a fixed rod (321) and a sliding rod (322), the sliding rod (322) is slidably arranged in the fixed rod (321), and the positioning piece (34) is used for locking the position of the sliding rod (322) relative to the fixed rod (321).

8. The assembly structure supporting system according to claim 7, wherein the sleeve rod (3311) and the transverse rod (32) are provided with a plurality of first perforations (3211) along the length direction, and the adjusting rod (3312) and the sliding rod (322) are respectively provided with a plurality of second perforations (3221);

the positioning piece (34) can pass through the first perforation (3211) and the second perforation (3221) on the transverse rod (32) at the same time, or the first perforation (3211) and the second perforation (3221) on the vertical rod (331).