CN220504506U - Frame beam slab pouring construction structure - Google Patents
Frame beam slab pouring construction structure Download PDFInfo
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- CN220504506U CN220504506U CN202322132528.1U CN202322132528U CN220504506U CN 220504506 U CN220504506 U CN 220504506U CN 202322132528 U CN202322132528 U CN 202322132528U CN 220504506 U CN220504506 U CN 220504506U
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- 238000010276 construction Methods 0.000 title claims abstract description 17
- 230000006978 adaptation Effects 0.000 claims abstract description 3
- 238000005266 casting Methods 0.000 claims description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a frame beam slab pouring construction structure which comprises a bottom plate, wherein L-shaped vertical plates are symmetrically arranged on two sides of the upper surface of the bottom plate, first bolt connecting pieces used for fixing the positions of the L-shaped vertical plates are arranged on two sides of the bottom plate, and inverted L-shaped plates are arranged on the opposite back surfaces of the two L-shaped vertical plates. Through the high position fixing with the bottom plate, place the bottom plate surface both sides installation respectively with two L shape risers again and fix, the region between bottom plate and the two L shape risers forms the crossbeam and pours the chamber this moment, move up again and fall the L shaped board and connect fixedly through the second bolted connection spare, tensile movable rod again, make the inserted block of movable rod tip insert in the jack, form triangle-shaped steady state between the vertical portion of falling the L shaped board this moment, hollow post and the bottom plate, pour after laying the template at the horizontal part surface of falling the L shaped board simultaneously, but the multiple roof beam body specification of adaptation has avoided scene to cut the template, the practicality is improved.
Description
Technical Field
The utility model relates to the technical field of pouring construction, in particular to a frame beam slab pouring construction structure.
Background
Beam plates are the combination of interacting beams and plates in a floor. The reinforced concrete cast-in-situ beam slab system is a floor system with the most use and the most extensive application range, and has great influence on the safety and economy of a building.
In the pouring process, the template is required to be cut according to engineering requirements, so that the size of the template is matched with the specification and the dimension of the beam body, the mode of cutting on site is time-consuming and labor-consuming, and meanwhile, the cut template can only be used for Liang Tijin of the specification and the dimension, so that the practicability is poor.
Disclosure of Invention
The present utility model aims to provide a frame beam slab casting construction structure for solving the above problems, and the details are described below.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides a frame beam slab pouring construction structure, which comprises a bottom plate, wherein L-shaped vertical plates are symmetrically arranged on two sides of the upper surface of the bottom plate, first bolt connecting pieces for fixing the positions of the L-shaped vertical plates are arranged on two sides of the bottom plate, inverted L-shaped plates are arranged on the opposite sides of the two L-shaped vertical plates, embedded structures for adjusting the heights of the inverted L-shaped plates are arranged on the opposite sides of the two L-shaped vertical plates, second bolt connecting pieces for fixing the inverted L-shaped plates are arranged at the upper ends of the opposite sides of the L-shaped vertical plates, hollow columns are rotatably connected on two sides of the bottom surface of the inverted L-shaped plates, movable rods are inserted into the two hollow columns, inserting assemblies for fixing the movable rods are arranged at the ends of the hollow columns, inserting blocks are fixedly connected to the ends of the movable rods, and inserting holes matched with the inserting blocks are formed in the surface of the bottom plate.
Adopt above-mentioned frame beam slab pouring construction structure, when using, the high position of bottom plate is fixed, place the bottom plate surface both sides respectively with two L shape risers again, install fixedly through first bolted connection spare, the regional formation of bottom plate and two L shape risers is poured the chamber this moment, move up the L shaped board again and carry out preliminary spacing through the gomphosis structure, the rethread second bolted connection spare is connected fixedly, the height of two L shaped boards of falling this moment also is fixed, the tensile movable rod of hollow post of rethread, make the inserted block of movable rod tip insert in the jack, the position of movable rod is fixed through grafting subassembly, form triangle-shaped steady state between the vertical portion of L shaped board this moment, hollow post and the bottom plate, pour after laying the template at the horizontal part surface of falling L shaped board simultaneously.
Preferably, the first bolt connecting piece comprises a plurality of groups of first bolt holes, the number of each group of first bolt holes is three, each first bolt hole is connected with a first bolt in a threaded manner, and the horizontal part of the L-shaped vertical plate is provided with three through holes which are inserted with the first bolt.
Preferably, the first bolt hole is penetrated on the surface of the bottom plate.
Preferably, the jogged structure comprises a plurality of protruding blocks fixedly connected to the surface of the L-shaped vertical plate, the protruding blocks are uniformly distributed in a linear shape, and a plurality of jogged holes which are spliced with the protruding blocks are formed in the surface of the inverted L-shaped plate.
Preferably, the second bolt connecting piece comprises a second bolt hole formed in the upper end of the L-shaped vertical plate, the second bolt hole is connected with a second bolt in a threaded manner, and a plurality of second through holes which are spliced with the second bolt are formed in the surface of the inverted L-shaped plate.
Preferably, the plug assembly comprises a plug hole formed in the end of the hollow column, a plug is inserted into the plug hole, and a plurality of positioning holes which are inserted with the plug are formed in the side wall of the movable rod.
Preferably, the end part of the bolt is fixedly connected with a magnetic plate which is magnetically connected with the iron hollow column.
Preferably, the upper surfaces of the horizontal parts of the two inverted-L-shaped plates are provided with placing grooves.
The beneficial effects are that:
through the high position fixing with the bottom plate, place the bottom plate surface both sides installation respectively with two L shape risers again and fix, the region between bottom plate and the two L shape risers forms the crossbeam and pours the chamber this moment, move up again and fall the L shaped board and connect fixedly through the second bolted connection spare, tensile movable rod again, make the inserted block of movable rod tip insert in the jack, form triangle-shaped steady state between the vertical portion of falling the L shaped board this moment, hollow post and the bottom plate, pour after laying the template at the horizontal part surface of falling the L shaped board simultaneously, but the multiple roof beam body specification of adaptation has avoided scene to cut the template, the practicality is improved.
Drawings
In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a perspective view of the present utility model;
FIG. 2 is a split perspective view of the inverted L-shaped plate of the present utility model;
fig. 3 is a disassembled perspective view of the movable bar of the present utility model.
The reference numerals are explained as follows:
1. a bottom plate; 2. an L-shaped vertical plate; 3. a first bolt connection; 3a, a first bolt; 3b, perforating first; 3c, a first bolt hole; 4. a second bolt connection; 4a, a second bolt hole; 4b, a second bolt; 4c, perforating the second hole; 5. a plug assembly; 5a, a bolt hole; 5b, a bolt; 5c, positioning holes; 5d, magnetic plate; 6. an inverted L-shaped plate; 7. a hollow column; 8. a movable rod; 9. inserting blocks; 10. a jack; 11. a placement groove; 12. a bump; 13. fitting holes.
Description of the embodiments
In order to make the objects, technical solutions and advantages of the present utility model more apparent, the technical solutions of the present utility model will be described in detail below. It will be apparent that the described embodiments are only some, but not all, embodiments of the utility model. All other embodiments, based on the examples herein, which are within the scope of the utility model as defined by the claims, will be within the scope of the utility model as defined by the claims.
Referring to fig. 1-3, the utility model provides a frame beam slab pouring construction structure, which comprises a bottom plate 1, wherein two sides of the upper surface of the bottom plate 1 are symmetrically provided with L-shaped vertical plates 2, two sides of the bottom plate 1 are respectively provided with a first bolt connecting piece 3 used for fixing the positions of the L-shaped vertical plates 2, the opposite sides of the two L-shaped vertical plates 2 are respectively provided with an inverted L-shaped plate 6, the opposite sides of the two L-shaped vertical plates 2 are respectively provided with a jogged structure used for adjusting the height of the inverted L-shaped plate 6, the upper ends of the opposite sides of the L-shaped vertical plates 2 are respectively provided with a second bolt connecting piece 4 used for fixing the inverted L-shaped plate 6, two sides of the bottom surface of the two inverted L-shaped plates 6 are respectively connected with a hollow column 7 in a rotating manner, movable rods 8 are respectively inserted into the two hollow columns 7, the end parts of the hollow columns 7 are respectively provided with a plug-in assembly 5 used for fixing the movable rods 8, the end parts of the movable rods 8 are respectively fixedly connected with plug blocks 9, and the surface of the bottom plate 1 is provided with plug jacks 10 which are matched with the plug blocks 9.
As an alternative embodiment, the first bolt connecting piece 3 includes several groups of bolt holes 3c, each group of bolt holes 3c has three bolt holes 3a, the horizontal part of the L-shaped vertical plate 2 is provided with three through holes 3b inserted with the bolt holes 3a in a threaded manner, after the L-shaped vertical plate 2 moves, the bolt holes 3a are simultaneously inserted into the through holes 3b and the bolt holes 3c to rotate, and the position fixing of the L-shaped vertical plate 2 is completed.
Specifically, the first bolt hole 3c is formed in the surface of the bottom plate 1 in a penetrating manner, and the first bolt hole 3c is formed in the penetrating manner, so that the first bolt hole 3c positioned between the two L-shaped vertical plates 2 can be inserted into the first bolt hole 3a from the lower side when the first bolt hole is not used, the hole is plugged through the first bolt hole 3a, the casting surface of the cross beam is smoother, and the casting effect is improved.
As an alternative embodiment, the jogged structure includes a plurality of protruding blocks 12 fixedly connected to the surface of the L-shaped vertical plate 2, and the protruding blocks 12 are uniformly distributed in a linear shape, a plurality of jogged holes 13 connected with the protruding blocks 12 are formed in the surface of the inverted L-shaped plate 6, and the inverted L-shaped plate 6 is attached to the L-shaped vertical plate 2 by attaching the inverted L-shaped plate 6 to the jogged holes 13, so that the protruding blocks 12 are inserted into the jogged holes 13, and the inverted L-shaped plate 6 cannot move up and down to perform preliminary limiting.
As an alternative embodiment, the second bolt connecting piece 4 includes a second bolt hole 4a formed at the upper end of the L-shaped vertical plate 2, a second bolt 4b is connected in the second bolt hole 4a in a threaded manner, a plurality of through holes 4c inserted with the second bolt 4b are formed on the surface of the inverted L-shaped plate 6, and after the position of the inverted L-shaped plate 6 is adjusted, the second bolt 4b is simultaneously inserted into the through holes 4c and the second bolt hole 4a to rotate, so that the position of the inverted L-shaped plate 6 is fixed.
As an alternative embodiment, the plug assembly 5 includes a plug hole 5a formed at the end of the hollow column 7, a plug 5b is plugged into the plug hole 5a, a plurality of positioning holes 5c plugged with the plug 5b are formed on the side wall of the movable rod 8, a magnetic plate 5d is fixedly connected to the end of the plug 5b, the magnetic plate 5d is magnetically connected with the hollow column 7 made of iron, after the movable rod 8 moves, the plug 5b is simultaneously inserted into the plug hole 5a and the positioning holes 5c, the position fixing of the movable rod 8 is completed, and meanwhile, the design of the magnetic plate 5d can prevent the plug 5b from falling off through magnetic force.
Further, standing grooves 11 are formed in the upper surfaces of the horizontal portions of the two inverted L-shaped plates 6, and the standing grooves 11 can enable the surfaces of the plates and the horizontal portions of the inverted L-shaped plates 6 to be in a flush state after the plates are placed on the surfaces of the inverted L-shaped plates 6, so that pouring effects are improved.
By adopting the structure, when the movable rod is used, the height position of the bottom plate 1 is fixed, the two L-shaped vertical plates 2 are respectively arranged on two sides of the surface of the bottom plate 1, the first bolt connecting piece 3 is used for installation and fixation, a pouring cavity is formed in the area between the bottom plate 1 and the two L-shaped vertical plates 2, the inverted L-shaped plate 6 is moved upwards and is initially limited through the embedded structure, the second bolt connecting piece 4 is used for connection and fixation, the heights of the two inverted L-shaped plates 6 are also fixed, the hollow column 7 is rotated to stretch the movable rod 8, the insertion block 9 at the end part of the movable rod 8 is inserted into the insertion hole 10, the position of the movable rod 8 is fixed through the insertion assembly 5, a triangular stable state is formed among the vertical part of the inverted L-shaped plate 6, the hollow column 7 and the bottom plate 1, and the pouring is performed after the horizontal part surface of the inverted L-shaped plate 6 is paved with the template.
The foregoing is merely illustrative of the present utility model, and the present utility model is not limited thereto, and any person skilled in the art will readily recognize that variations or substitutions are within the scope of the present utility model. Therefore, the protection scope of the present utility model shall be subject to the protection scope of the claims.
Claims (8)
1. Frame beam slab pours construction structure, its characterized in that: including bottom plate (1), the upper surface both sides of bottom plate (1) all symmetry is equipped with L shape riser (2), and the both sides of bottom plate (1) all are provided with first bolted connection spare (3) that are used for fixing L shape riser (2) position, two all be equipped with on the looks back of L shape riser (2) and fall L shaped plate (6), and the opposite sides of two L shape risers (2) all are provided with the gomphosis structure that is used for adjusting the height of falling L shaped plate (6), the looks back upper end of L shape riser (2) all is provided with second bolted connection spare (4) that are used for fixing falling L shaped plate (6), two the bottom surface both sides of falling L shaped plate (6) all rotate and are connected with hollow post (7), all peg graft in two these hollow posts (7) have movable rod (8), the tip of hollow post (7) is provided with grafting subassembly (5) that are used for fixing movable rod (8), the tip fixedly connected with insert block (9) of movable rod (8), and the jack (10) are seted up with surface adaptation piece (9) of bottom plate (1).
2. The framed girder casting construction according to claim 1, wherein: the first bolt connecting piece (3) comprises a plurality of groups of first bolt holes (3 c), the number of the first bolt holes (3 c) in each group is three, the first bolt holes (3 c) are connected with first bolts (3 a) in a threaded mode, and the horizontal portion of the L-shaped vertical plate (2) is provided with three first through holes (3 b) which are inserted with the first bolts (3 a).
3. The framed girder casting construction according to claim 2, wherein: the first bolt hole (3 c) is formed in the surface of the bottom plate (1) in a penetrating mode.
4. The framed girder casting construction according to claim 1, wherein: the embedded structure comprises a plurality of protruding blocks (12) fixedly connected to the surface of the L-shaped vertical plate (2), the protruding blocks (12) are uniformly distributed in a linear shape, and a plurality of embedded holes (13) which are inserted with the protruding blocks (12) are formed in the surface of the inverted L-shaped plate (6).
5. The framed girder casting construction according to claim 1, wherein: the second bolt connecting piece (4) comprises a second bolt hole (4 a) formed in the upper end of the L-shaped vertical plate (2), a second bolt (4 b) is connected in the second bolt hole (4 a) in a threaded mode, and a plurality of second through holes (4 c) which are inserted with the second bolt (4 b) are formed in the surface of the inverted L-shaped plate (6).
6. The framed girder casting construction according to claim 1, wherein: the plug assembly (5) comprises a plug hole (5 a) formed in the end of the hollow column (7), a plug (5 b) is plugged in the plug hole (5 a), and a plurality of positioning holes (5 c) plugged with the plug (5 b) are formed in the side wall of the movable rod (8).
7. The framed girder casting construction as claimed in claim 6, wherein: the end part of the bolt (5 b) is fixedly connected with a magnetic plate (5 d), and the magnetic plate (5 d) is magnetically connected with an iron hollow column (7).
8. The framed girder casting construction according to claim 1, wherein: the upper surfaces of the horizontal parts of the two inverted L-shaped plates (6) are provided with placing grooves (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322132528.1U CN220504506U (en) | 2023-08-09 | 2023-08-09 | Frame beam slab pouring construction structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322132528.1U CN220504506U (en) | 2023-08-09 | 2023-08-09 | Frame beam slab pouring construction structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220504506U true CN220504506U (en) | 2024-02-20 |
Family
ID=89867790
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322132528.1U Active CN220504506U (en) | 2023-08-09 | 2023-08-09 | Frame beam slab pouring construction structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220504506U (en) |
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2023
- 2023-08-09 CN CN202322132528.1U patent/CN220504506U/en active Active
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