CN220909109U - Supporting structure for low-rise floor construction - Google Patents
Supporting structure for low-rise floor construction Download PDFInfo
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- CN220909109U CN220909109U CN202322632367.2U CN202322632367U CN220909109U CN 220909109 U CN220909109 U CN 220909109U CN 202322632367 U CN202322632367 U CN 202322632367U CN 220909109 U CN220909109 U CN 220909109U
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- supporting
- joist
- floor construction
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- 230000008093 supporting effect Effects 0.000 title claims abstract description 56
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000011120 plywood Substances 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000009435 building construction Methods 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 7
- 239000011229 interlayer Substances 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 210000002489 tectorial membrane Anatomy 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
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Abstract
The application relates to the field of building construction, and particularly discloses a support structure for low-rise floor construction, which comprises a masonry wall, a main keel, an auxiliary keel and a support plate for supporting a pouring template. The application has the advantages of stable support and easy implementation.
Description
Technical Field
The application relates to the field of building construction, in particular to a supporting structure for low-rise floor construction.
Background
In some large public projects, in order to meet the needs of actual buildings, a plurality of interlayers with special functions similar to overhead layers, conversion layers and the like are arranged, and the design of the interlayers is important for the development of modern high-rise buildings to multifunctional and comprehensive purposes, so that the attractiveness of the buildings can be enhanced, and the functionality of the buildings can be expanded.
But the layer height of some interlayers is lower and the space is closed, and especially some floors with the layer height lower than 600mm are very narrow and small in space, and support systems such as ordinary full-hall scaffolds cannot be paved, and effective support cannot be provided for pouring templates in the floor pouring process, so that the construction difficulty of pouring the floor is very high.
Disclosure of utility model
In order to solve the problem that the construction difficulty is high due to lack of support in floor slab pouring of a low-rise floor, the application provides a support structure for the construction of the low-rise floor slab, which has the advantages of stable support and easiness in implementation.
The application provides a supporting structure for low-rise floor construction, which adopts the following technical scheme:
The utility model provides a bearing structure of low-rise high floor construction, includes masonry wall, main joist and backup pad, the masonry wall has a plurality of ways, and the multichannel the masonry wall is parallel to each other and the interval is built in proper order on the floor that has been pour, the main joist has a plurality of, the main joist is set up at masonry wall top and perpendicular to masonry wall, the backup pad sets up at main joist top, the backup pad is used for supporting and pours the template.
Through adopting above-mentioned technical scheme, through setting up multichannel brickwork wall and set up a plurality of main joists perpendicularly at its top, form the bearing structure of cross, provide stable support for the backup pad of top, and then prop up the pouring template of top floor, the brickwork wall can set up suitable height according to the layer height of floor moreover, can realize the support needs of low-rise floor, simultaneously, the quantity and the interval of brickwork wall and main joist all can be adjusted in a flexible way according to the area of support and the intensity demand of job site, improve the utilization efficiency of resource when satisfying the support needs.
Optionally, a plurality of support grooves are all reserved at a plurality of brickwork wall tops, a plurality of the support grooves of brickwork wall one-to-one, the tip of main joist is set up in the support groove.
Through adopting above-mentioned technical scheme, utilize the supporting groove to carry out spacingly to the main joist, prevent that the main joist from appearing rolling at brickwork wall top, further promoted overall structure's stability, realized more stable support.
Optionally, the depth of the supporting groove is consistent with the height of the cross section of the main keel in the vertical direction.
Through adopting above-mentioned technical scheme, through keeping supporting groove degree of depth and main joist high unanimity for main joist can not stretch out from masonry wall top, and then ensures that the height at masonry wall top keeps flushing, and the holding surface is more level, has improved the stability of support.
Optionally, the main joist adopts the steel pipe.
Through adopting above-mentioned technical scheme, adopt the steel pipe as main joist, can provide stable supporting effect, many steel pipes have further guaranteed bearing structure's reliability.
Optionally, the utility model also comprises a plurality of secondary keels, wherein the secondary keels are arranged at the top of the main keels, and the supporting plate is arranged at the top of the secondary keels.
Through adopting above-mentioned technical scheme, through set up the secondary joist at main joist top, realized the staggered bearing structure of multilayer, further improved bearing structure's stability and reliability.
Optionally, the secondary keel is perpendicular to the main keel.
Through adopting above-mentioned technical scheme, through with secondary joist perpendicular to main joist, formed crisscross bearing structure of cross, cooperation main joist and masonry wall between cross bearing structure, formed multi-level cross bearing structure, further improved the supporting effect.
Optionally, the secondary joist adopts square timber.
Through adopting above-mentioned technical scheme, adopt square timber as the secondary joist, the supporting effect is stable, and square timber can not roll at main joist top moreover, has further guaranteed the stability of structure.
Optionally, the support plate adopts a laminated plywood.
Through adopting above-mentioned technical scheme, the tectorial membrane plywood has better intensity and stability, can satisfy the needs that support pouring template, and the tectorial membrane plywood has good waterproof and corrosion resistance simultaneously, and the durability is very outstanding.
In summary, the present application includes at least one of the following beneficial technical effects:
1. The cross-shaped supporting structure formed by the masonry wall and the main joist can provide stable support for the supporting plate and the pouring formwork above the supporting plate, and the height of the masonry wall can be flexibly set according to the storey height of a construction storey, so that the supporting requirement of the storey height lower storey can be met;
2. the secondary keels and the main keels are utilized to form a cross-shaped supporting structure and are matched with the masonry wall to form a multi-layer supporting structure, and the supporting structure is stable, reliable and convenient to implement;
3. Through set up the supporting groove at brickwork wall top, can form effectual spacing to the main joist, improve the stability of main joist in the use, and then improve overall structure's stability and supporting effect.
Drawings
FIG. 1 is a schematic overall structure of an embodiment of the present application;
FIG. 2 is a schematic view of a masonry wall arrangement according to an embodiment of the present application;
reference numerals: 1. masonry wall; 2. a main keel; 3. a secondary keel; 4. a support plate; 5. a support groove; 6. and pouring a template.
Detailed Description
The application is described in further detail below with reference to fig. 1-2.
The embodiment of the application discloses a support structure for low-rise floor construction, which comprises a masonry wall 1, a main keel 2, an auxiliary keel 3 and a support plate 4 for supporting a pouring template 6, wherein the masonry wall 1 is arranged on a poured floor, the main keel 2 and the auxiliary keel 3 are vertically and alternately arranged above the masonry wall 1 and provide support for the support plate 4, so that the support for the pouring template 6 is realized, and the pouring of a top floor of a low-rise high-rise floor is completed in a matched manner.
Specifically, referring to fig. 2, the masonry wall 1 is provided with a plurality of channels, the number of channels and the interval of the masonry wall 1 are determined according to the specific supporting area and the supporting strength of the construction site, the plurality of channels of masonry walls 1 are vertically built on the poured floor slab in sequence along the horizontal direction, and two ends of the masonry wall 1 are connected with the built wall body on the floor slab.
Further, referring to fig. 1, the main runners 2 are placed in a horizontal direction and are erected on the top of the masonry wall 1, the main runners 2 are provided with a plurality of main runners according to the supporting area and the supporting strength, and the secondary runners 3 are located on the top of the main runners 2 and are perpendicular to the main runners 2. The main runners 2 may be arranged at the top of the masonry wall 1 at equal intervals along the length direction of the masonry wall 1, and in other embodiments may be arranged at non-equal intervals, as long as they can support the cross runners 3.
Simultaneously, a plurality of supporting grooves 5 are reserved at the top of the masonry wall 1, the supporting grooves 5 penetrate through the masonry wall 1 along the horizontal direction, the number of the supporting grooves 5 arranged at the top of each masonry wall 1 is the same, the supporting grooves 5 at the top of each masonry wall 1 correspond to each other one by one, the end parts of the main keels 2 are inserted into the supporting grooves 5 and are located at the bottoms of the supporting grooves 5, and the bottoms of the supporting grooves 5 play a supporting role on the main keels 2.
The supporting grooves 5 can be formed according to the design positions of the main keels 2, and a single main keel or a plurality of main keels 2 can be placed in each supporting groove 5, and the specific number is selected according to the supporting area and the supporting strength. In this embodiment, 4 main keels 2 are placed in each supporting slot 5 for explanation.
The main joist 2 and the masonry wall 1 form a cross staggered support structure, and can provide stable support for the pouring formwork 6 above the main joist. In this embodiment, the main joist 2 is made of steel pipe.
Preferably, the depth of the supporting groove 5 is consistent with the height of the cross section of the main keel 2 along the vertical direction, so that the top of the main keel 2 cannot protrude from the top of the masonry wall 1, the height of the top of the masonry wall 1 is consistent, and the supporting stability is improved.
Further, the cross runners 3 are arranged at the top of the main runners 2 and perpendicular to the main runners 2, and the cross runners 3 are arranged in a plurality along the length direction of the main runners 2 according to the supporting area and the supporting strength, preferably, the cross runners 3 are arranged at equal intervals along the length direction of the main runners 2. The cross staggered supporting structure is formed at the top of the masonry wall 1 by the secondary joist 3 and the main joist 2, the supporting plate 4 is placed at the top of the secondary joist 3, and the supporting plate 4 is supported by the secondary joist 3 and the main joist 2, so that the supporting plate 4 can realize the support of the floor slab pouring template 6, and the pouring of the low-rise floor slab is completed in a matched mode. In this embodiment, the secondary joist 3 is made of square timber, and the support plate 4 is made of laminated plywood.
The embodiment of the application discloses a support structure for low-rise floor construction, which comprises the following implementation principles: after the support wall body with special intermediate layer is built, the quantity and the interval of masonry wall 1, main joist 2 and secondary joist 3 are confirmed according to the needs of support area and support intensity, then multichannel masonry wall 1 is built in proper order to reserve supporting groove 5 at masonry wall 1 top according to the size and the quantity of main joist 2, then put into supporting groove 5 in proper order main joist 2 perpendicular to masonry wall 1, place secondary joist 3 perpendicular main joist 2 according to the interval of design again, then lay backup pad 4 to secondary joist 3 top, then can place floor pouring template 6 on backup pad 4 to carry out the pouring of floor.
The above embodiments are not intended to limit the scope of the present application, so: all equivalent changes in structure, shape and principle of the application should be covered in the scope of protection of the application.
Claims (8)
1. The utility model provides a bearing structure of low-rise floor construction which characterized in that: including brickwork wall (1), main joist (2) and backup pad (4), brickwork wall (1) have a plurality of ways, and multichannel brickwork wall (1) are parallel to each other and the interval is built in proper order on the floor that has been pour, main joist (2) have a plurality of, main joist (2) set up at brickwork wall (1) top and perpendicular to brickwork wall (1), backup pad (4) set up at main joist (2) top, backup pad (4) are used for supporting and pour template (6).
2. A support structure for low-rise floor construction according to claim 1, wherein: a plurality of supporting grooves (5) are reserved at the tops of the masonry walls (1), the supporting grooves (5) of the masonry walls (1) are in one-to-one correspondence, and the ends of the main keels (2) are erected in the supporting grooves (5).
3. A support structure for low-rise floor construction according to claim 2, wherein: the depth of the supporting groove (5) is consistent with the height of the cross section of the main keel (2) in the vertical direction.
4. A support structure for low-rise floor construction according to claim 2, wherein: the main keel (2) is made of steel pipes.
5. A support structure for low-rise floor construction according to claim 1, wherein: still include secondary joist (3), secondary joist (3) have a plurality of, just secondary joist (3) set up at main joist (2) top, backup pad (4) set up at the top of secondary joist (3).
6. A support structure for low-rise floor construction according to claim 5, wherein: the secondary joist (3) is perpendicular to the main joist (2).
7. A support structure for low-rise floor construction according to claim 5, wherein: the secondary joist (3) is made of square timber.
8. A support structure for low-rise floor construction according to claim 1, wherein: the supporting plate (4) is made of laminated plywood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322632367.2U CN220909109U (en) | 2023-09-26 | 2023-09-26 | Supporting structure for low-rise floor construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322632367.2U CN220909109U (en) | 2023-09-26 | 2023-09-26 | Supporting structure for low-rise floor construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220909109U true CN220909109U (en) | 2024-05-07 |
Family
ID=90914954
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322632367.2U Active CN220909109U (en) | 2023-09-26 | 2023-09-26 | Supporting structure for low-rise floor construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220909109U (en) |
-
2023
- 2023-09-26 CN CN202322632367.2U patent/CN220909109U/en active Active
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