CN210316541U - Integral supporting system for prefabricated composite floor slab - Google Patents
Integral supporting system for prefabricated composite floor slab Download PDFInfo
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- CN210316541U CN210316541U CN201921016708.0U CN201921016708U CN210316541U CN 210316541 U CN210316541 U CN 210316541U CN 201921016708 U CN201921016708 U CN 201921016708U CN 210316541 U CN210316541 U CN 210316541U
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- composite floor
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Abstract
The utility model aims at providing an installation is simple, occupation space is little and the whole support system of prefabricated coincide floor of sound construction. The utility model discloses an aluminum alloy formwork who sets up along floor structural slab circumference supports whole frame, adaptation is installed the crossbeam and the support pole setting of a plurality of array setting on the floor structural slab of aluminum alloy formwork support whole frame top, every all be equipped with the connecting piece on the top of support pole setting, arbitrary adjacent two all be connected through supporting fossil fragments between the connecting piece, be located the array edge the connecting piece all passes through supporting fossil fragments with the crossbeam is connected. The utility model discloses be applied to the technical field of building.
Description
Technical Field
The utility model relates to a prefabricated coincide floor integral support system.
Background
The support system of current prefabricated coincide floor installation generally adopts traditional steel pipe frame, top support and sleeper as support system or tripod list top with the top support and sleeper as support system, set up vertical pole setting interval and horizontal pull rod interval according to the standard requirement, carry out the elevation adjustment through the adjustable top support in upper end, realize the support system to prefabricated coincide floor installation, but the support system of above-mentioned mode has the equipment trouble, take up an area of the space big and because heavy, the transport is very difficult.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that overcome prior art not enough, provide an installation simple, occupation space is little and sound construction's whole support system of prefabricated coincide floor.
The utility model adopts the technical proposal that: the utility model discloses an aluminum alloy formwork who sets up along floor structural slab circumference supports whole frame, adaptation is installed the crossbeam and the support pole setting of a plurality of array setting on the floor structural slab of aluminum alloy formwork support whole frame top, every all be equipped with the connecting piece on the top of support pole setting, arbitrary adjacent two all be connected through supporting fossil fragments between the connecting piece, be located the array edge the connecting piece all passes through supporting fossil fragments with the crossbeam is connected.
It is seen by above-mentioned scheme that, through the connecting piece reaches the setting of support fossil fragments makes it form latticed holding surface, and passes through the support pole setting forms the support, makes can be fast coincide prefabricated coincide floor in proper order on the upper surface of support fossil fragments, its equipment is simple, quick and occupation space is little, the transport is convenient.
One preferred scheme is that the aluminum alloy formwork supporting integral framework comprises an outer side plate and an inner side plate matched with the outer side plate, a gap is formed between the outer side plate and the inner side plate, and a connecting agent is arranged in the gap.
According to the scheme, the gap is formed between the outer side plate and the inner side plate, and the connecting agent is poured into the gap to form a wall structure, so that the wall structure is convenient, simple and practical.
One preferred scheme is that a groove is arranged on the cross beam, and the supporting keel is connected to the groove.
According to the scheme, the grooves are used for installing the supporting keels, are in a detachable mode, and can be circularly used for installing prefabricated composite floor slabs of different floors.
According to a preferable scheme, the supporting vertical rod comprises an adjusting rod and a sleeve, a plurality of adjusting holes are formed in the adjusting rod and are uniformly distributed in the vertical direction, and a bolt matched with the adjusting holes is fixedly arranged on the sleeve.
According to the scheme, the height of the supporting vertical rod of the integrated combination of the adjusting rod and the sleeve is adjusted by inserting the bolt into the adjusting hole as required, so that the supporting keel is supported.
According to a preferable scheme, the bottom of the sleeve is fixedly provided with a mounting block, the mounting block is quadrilateral, the mounting block is provided with a plurality of through holes, and the mounting block is arranged on the floor structure plate through the through holes.
According to the scheme, the installation block is fixedly installed on the floor structure plate by penetrating the through hole through the bolt, and the fixed installation of the supporting vertical rod is completed.
One preferred scheme is that the upper surfaces of a plurality of the supporting keels are provided with slurry leakage prevention rubber strips.
In a preferable scheme, the thickness of the slurry leakage prevention rubber strip is 3 mm.
According to the scheme, the slurry leakage prevention adhesive tape is used for fixing the prefabricated composite floor slab and is convenient to install.
One preferred scheme is that the aluminum alloy formwork supports the whole frame, the cross beam and the support keel are all made of aluminum alloy materials.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
fig. 2 is a schematic structural view of another angle of the present invention.
Detailed Description
As shown in figures 1 and 2, in this embodiment, the utility model discloses an aluminum alloy formwork who sets up along 1 circumference of floor structural slab supports whole frame 2, the adaptation is installed crossbeam 3 and the support pole setting 4 of a plurality of array setting on floor structural slab 1 above aluminum alloy formwork supports whole frame 2 top, be equipped with the recess on the crossbeam 3, support fossil fragments 6 is connected on the recess, every all be equipped with connecting piece 5 on the top of support pole setting 4, arbitrary adjacent two all be connected through support fossil fragments 6 between the connecting piece 5, be located the array edge the connecting piece 5 all pass through support fossil fragments 6 with crossbeam 3 is connected, a plurality of all be equipped with leak-proof thick liquid adhesive tape 14 on the upper surface of support fossil fragments 6, the thickness of leak-proof thick liquid adhesive tape 14 is 3 millimeters, aluminum alloy formwork supports whole frame 2, Crossbeam 3 reaches support keel 6 all adopts the aluminum alloy material to make, and in this design, prefabricated coincide floor 12 is placed on the support keel 6, its leak protection thick liquid adhesive tape 14 belongs to prefabricated coincide floor 12 with between the support keel 6.
The aluminum alloy formwork supports whole frame 2 and includes outer panel 7 and with outer panel 7 matched with the interior plate 8 that sets up, outer panel 7 with be equipped with clearance 9 between the interior plate 8, be equipped with the connecting agent in the clearance 9, in this design, the connecting agent is grout.
The supporting vertical rod 4 comprises an adjusting rod 10 and a sleeve 11, a plurality of adjusting holes are formed in the adjusting rod 10 and are uniformly distributed in the vertical direction, bolts matched with the adjusting holes are fixedly mounted on the sleeve 11, a mounting block 13 is fixedly mounted at the bottom of the sleeve 11, the mounting block 13 is quadrilateral, a plurality of through holes are formed in the mounting block 13, and the mounting block 13 is arranged on the floor structure plate 1 through the through holes.
The utility model discloses be applied to the technical field of building.
Claims (7)
1. The utility model provides an integral support system of prefabricated coincide floor which characterized in that: it includes that aluminum alloy formwork who sets up along floor structural slab (1) circumference supports whole frame (2), the adaptation is installed crossbeam (3) and a plurality of array setting support pole setting (4) on floor structural slab (1) above aluminum alloy formwork supports whole frame (2), every all be equipped with connecting piece (5), arbitrary adjacent two on the top of support pole setting (4) all be connected through supporting fossil fragments (6) between connecting piece (5), be located the array edge connecting piece (5) all pass through support fossil fragments (6) with crossbeam (3) are connected.
2. The integral precast composite floor slab supporting system as recited in claim 1, wherein: the aluminum alloy formwork supports whole frame (2) and includes outer panel (7) and with inner panel (8) that outer panel (7) cooperateed and set up, outer panel (7) with be equipped with clearance (9) between inner panel (8), be equipped with the connecting agent in clearance (9).
3. The integral precast composite floor slab supporting system as recited in claim 1, wherein: the cross beam (3) is provided with a groove, and the support keel (6) is connected to the groove.
4. The integral precast composite floor slab supporting system as recited in claim 1, wherein: the supporting vertical rod (4) comprises an adjusting rod (10) and a sleeve (11), a plurality of adjusting holes are formed in the adjusting rod (10), the adjusting holes are evenly distributed along the vertical direction, and a bolt matched with the adjusting holes is fixedly arranged on the sleeve (11).
5. The integral precast composite floor slab supporting system as recited in claim 4, wherein: the floor structure plate is characterized in that a mounting block (13) is fixedly mounted at the bottom of the sleeve (11), the mounting block (13) is quadrilateral, a plurality of through holes are formed in the mounting block (13), and the mounting block (13) is arranged on the floor structure plate (1) through the through holes.
6. The integral precast composite floor slab supporting system as recited in claim 1, wherein: and the upper surfaces of the plurality of supporting keels (6) are provided with slurry leakage preventing adhesive tapes (14).
7. The integral precast composite floor slab supporting system as recited in claim 6, wherein: the thickness of the slurry leakage prevention adhesive tape (14) is 3 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921016708.0U CN210316541U (en) | 2019-07-02 | 2019-07-02 | Integral supporting system for prefabricated composite floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921016708.0U CN210316541U (en) | 2019-07-02 | 2019-07-02 | Integral supporting system for prefabricated composite floor slab |
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| Publication Number | Publication Date |
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| CN210316541U true CN210316541U (en) | 2020-04-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921016708.0U Active CN210316541U (en) | 2019-07-02 | 2019-07-02 | Integral supporting system for prefabricated composite floor slab |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110185256A (en) * | 2019-07-02 | 2019-08-30 | 广东建星建造集团有限公司 | Prefabricated stacking floor overally supports system |
| CN113719116A (en) * | 2021-09-15 | 2021-11-30 | 中国华西企业有限公司 | Laminated floor slab construction method based on aluminum alloy formwork support |
-
2019
- 2019-07-02 CN CN201921016708.0U patent/CN210316541U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110185256A (en) * | 2019-07-02 | 2019-08-30 | 广东建星建造集团有限公司 | Prefabricated stacking floor overally supports system |
| CN113719116A (en) * | 2021-09-15 | 2021-11-30 | 中国华西企业有限公司 | Laminated floor slab construction method based on aluminum alloy formwork support |
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