CN216810537U - Assembled superimposed sheet - Google Patents
Assembled superimposed sheet Download PDFInfo
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- CN216810537U CN216810537U CN202123186937.7U CN202123186937U CN216810537U CN 216810537 U CN216810537 U CN 216810537U CN 202123186937 U CN202123186937 U CN 202123186937U CN 216810537 U CN216810537 U CN 216810537U
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- 239000002131 composite material Substances 0.000 claims abstract description 31
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 27
- 239000010959 steel Substances 0.000 claims abstract description 27
- 238000010276 construction Methods 0.000 abstract description 18
- 239000000463 material Substances 0.000 description 8
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010408 sweeping Methods 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 230000002457 bidirectional effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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Abstract
The utility model provides an assembled superimposed sheet, belongs to assembly type structure superimposed sheet hoist and mount construction technical field. The assembled composite slab comprises two groups of composite beams, two plate bottom support steel corbels, a plurality of independent support frame bodies and a prefabricated composite slab, wherein the two groups of composite beams are used as vertical supports and are oppositely arranged, the prefabricated composite slab is arranged between the composite beams and is supported by the plate bottom support steel corbels fixed on the inner sides of the composite beams, and the independent support frame bodies are sequentially arranged at the bottoms of the composite beams to support and position the prefabricated composite slab. The support system is erected in a small number through the self rigidity and bearing capacity of the composite beam and the composite slab, and the composite slab support system is formed by the bottom plate support steel corbels and the independent support frames, so that the traditional steel pipe scaffold support system is simplified into a single-row or double-row independent support, the bottom plate support body is erected by the support steel corbels and the independent support, and the composite slab support system with large space, small number of pieces and high stability is formed.
Description
Technical Field
The utility model belongs to the technical field of hoisting construction of fabricated building laminated slabs, and particularly relates to a fabricated laminated slab.
Background
With the development of the building industry, assembly type buildings are more and more applied to building structures such as offices, houses and the like. The large-size prefabricated laminated slab is widely used due to the advantages of high batch production efficiency, convenience in hoisting and mounting, no need of a slab bottom template and the like. However, before the existing-stage composite slab hoisting construction, the traditional steel pipe fastener type scaffold or quick-release disc fastener type scaffold is still used in the traditional cast-in-place structure construction, and structural accessories such as a floor sweeping rod, a bidirectional horizontal rod, a cross brace and an adjustable jacking are arranged, the material using amount is large, the erecting time is long, the vertical rod interval and the horizontal rod step distance are small, the personnel passing and the material transportation of a construction site are restricted, meanwhile, the influence of the frame body dismantling time is avoided, the secondary structure alternate construction cannot be timely carried out, the construction period, the cost, the safe civilized construction and the like are influenced, and the assembly type building popularization is restricted.
SUMMERY OF THE UTILITY MODEL
Aiming at the problems of the assembled building laminated slab supporting system in the background technology, the utility model provides an assembled laminated slab.
Therefore, the utility model adopts the following technical scheme: the utility model provides an assembled superimposed sheet, characterized by, assembled superimposed sheet include two sets of superimposed beams, two board undersetting steel corbels, a plurality of independent support body and prefabricated superimposed sheet, two sets of superimposed beams set up and set up relatively as vertical bracing, prefabricated superimposed sheet set up in superimposed beams between and through being fixed in superimposed beams inboard board undersetting steel corbels support, independent support body arrange in proper order in the bottom of superimposed beams to prefabricated superimposed sheet support the location.
In addition to the above technical solutions, the present invention also includes the following technical features.
The superposed beam is provided with a split bolt hole for installing the plate bottom support steel bracket, and the plate bottom support steel bracket is fixedly installed through the split bolt hole.
The independent support frame bodies are distributed in a single row or double rows.
The utility model can achieve the following beneficial effects: 1. the utility model adopts the superposed beams and the superposed slabs as prefabricated components for a large-span full-assembly type frame structure building, realizes the erection of a few-support system through the self rigidity and bearing capacity of the superposed beams and the superposed slabs, and forms the superposed slab support system through the slab bottom support steel corbels and the independent support frames, thereby simplifying the traditional steel pipe scaffold support system into single-row or double-row independent support, and forming the laminated slab support system with large space, few number and high stability by using the support steel corbels and the independent support frames to erect the slab bottom frame body. 2. Compared with the traditional construction method for building the laminated slab supporting system, the construction method has the advantages that the material investment is greatly reduced, the labor cost is saved, and the construction period is shortened. The support system effectively overcomes the defects of large material usage amount, long erection time, restriction on secondary structure alternate time, limited material transportation of field personnel and the like of the traditional full frame support system, and has the advantages of high construction efficiency, high speed, low material and labor investment and shortened frame erection period. The support steel corbel and the independent support are simple to install and erect, the turnover utilization rate is high, the position and elevation are convenient to adjust, the stability of the stacked slab is high after the stacked slab is hoisted and placed, and the steel bars on the upper portion are bound safely and reliably. The plate bottom independent support has large space and small quantity, does not need to be provided with a floor sweeping rod and a large number of horizontal rods, is beneficial to personnel passing and material transportation, and can effectively promote safe and civilized construction of a construction site. The single-layer frame body erection and the laminated slab hoisting construction save the construction period by 1-2 days, save the material investment by more than 50 percent and save the labor by more than 40 percent.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
Detailed Description
The embodiments of the present invention will be described in detail below with reference to the accompanying drawings, and the described embodiments are illustrative and explanatory of the utility model and are not to be construed as limiting the utility model solely thereto.
As shown in fig. 1, the composite slab of the present invention includes two sets of composite beams 1, two bottom support steel brackets 2, a plurality of independent support frames 3 and a prefabricated composite slab 4, wherein the two sets of composite beams 1 are arranged as vertical supports and are arranged oppositely, the prefabricated composite slab 4 is arranged between the composite beams and supported by the bottom support steel brackets 2 fixed on the inner sides of the composite beams, and the independent support frames 3 are sequentially arranged at the bottoms of the composite beams to support and position the prefabricated composite slab 4.
Preferably, the superposed beam 1 is provided with split bolt holes for installing the plate bottom support steel corbels 2, and the plate bottom support steel corbels 2 are installed and fixed through the split bolt holes.
In the preferred embodiment, the independent support frames 3 are distributed in a single row or double rows
It is assembled as follows: firstly, hoisting according to requirements to fix and position a frame composite beam (1), reserving split bolt holes for installing composite slab bottom support steel corbels 2 on the composite beam, erecting single-row or double-row independent support frame bodies 3 according to the size of a prefabricated composite slab 4, adjusting the slab bottom support steel corbels 2 and the independent support frame bodies 3 according to the designed elevation and positioning, and then, performing hoisting construction on the prefabricated composite slab 4; the plate bottom support steel corbels 2 are fixed on the frame superposed beams 1, the independent support frame bodies 3 are erected between the superposed beams, the height is adjusted according to design requirements, and the prefabricated laminated plates 4 are hoisted to complete assembly construction after the adjustment of the plate bottom support steel corbels 2 and the independent support frame bodies 3 is completed.
The foregoing shows and describes the general principles and broad features of the present invention and advantages thereof. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (3)
1. An assembled superimposed sheet which characterized in that: assembled superimposed sheet include two sets of superimposed beams (1), two board end support steel corbels (2), a plurality of independent support body (3) and prefabricated superimposed sheet (4), two sets of superimposed beam (1) set up as vertical braces and relative setting, prefabricated superimposed sheet (4) set up in superimposed beam between and through being fixed in superimposed beam inboard board end support steel corbel (2) support, independent support body (3) arrange in proper order in the bottom of superimposed beam to support the location prefabricated superimposed sheet (4).
2. A fabricated composite board according to claim 1, wherein: the composite beam (1) is provided with a split bolt hole for installing the plate bottom support steel bracket (2), and the plate bottom support steel bracket (2) is fixedly installed through the split bolt hole.
3. A fabricated composite board according to claim 2, wherein: the independent support frame bodies (3) are distributed in a single row or double rows.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123186937.7U CN216810537U (en) | 2021-12-17 | 2021-12-17 | Assembled superimposed sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123186937.7U CN216810537U (en) | 2021-12-17 | 2021-12-17 | Assembled superimposed sheet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216810537U true CN216810537U (en) | 2022-06-24 |
Family
ID=82053597
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123186937.7U Active CN216810537U (en) | 2021-12-17 | 2021-12-17 | Assembled superimposed sheet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216810537U (en) |
-
2021
- 2021-12-17 CN CN202123186937.7U patent/CN216810537U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231013 Address after: 201100 Floor 3, Building B, No. 940, Jianchuan Road, Minhang District, Shanghai Patentee after: China Construction Technology Group East China Co.,Ltd. Address before: 5 / F, 277 Huqingping Road, Minhang District, Shanghai, 201100 Patentee before: China Construction Technology Co.,Ltd. East China branch |