CN211058303U - Early-dismantling formwork structure of flat slab - Google Patents
Early-dismantling formwork structure of flat slab Download PDFInfo
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- CN211058303U CN211058303U CN201920208431.5U CN201920208431U CN211058303U CN 211058303 U CN211058303 U CN 211058303U CN 201920208431 U CN201920208431 U CN 201920208431U CN 211058303 U CN211058303 U CN 211058303U
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Abstract
The utility model relates to a template structure is torn early in of no roof beam, it is including early tearing open head, top support, first pole setting, second pole setting, main stupefied, first template and second template, early tearing open the head and fixing the one end on ground is kept away from in first pole setting, the top support is fixed the one end on ground is kept away from in the second pole setting, first pole setting is arranged in between two second pole settings, early tearing open the head including first roof and layer board, the layer board is relative the position of first pole setting is adjustable, the top support is including the second roof, first template support in on the first roof, layer board and second roof support main stupefied, main stupefied support the second template. The utility model discloses the second template is dismantled alone to the accessible adjusting support board, realizes early demolising of second template, top support and second pole setting to realize construction material's high-efficient turnover, reduction in production cost.
Description
Technical Field
The utility model relates to a supporting structure field of template especially relates to a template structure is torn early open of no roof beam.
Background
The flat slab is a slab-column structure system which is not provided with a beam, directly supports a floor slab on a column and directly transmits floor load to a foundation through the column. Flat slabs are commonly used in multi-storey industrial and civil buildings, such as malls, refrigerators, warehouses, etc. The flat slab can be divided into two types of flat slab and column cap, when the floor load is large, the flat slab with column cap must be used to raise the bearing capacity and rigidity of the slab, so as to prevent the slab from being too thick.
At present, the application of the domestic flat slab is common, the overstocked raw materials such as a template, square timber and a steel pipe are serious during construction, the input amount of the raw materials is large, the construction cost is directly increased, and in addition, the input of a large amount of the raw materials is not beneficial to protecting limited forest resources and saving non-renewable mineral resources.
Therefore, the existing flat slab support system is to be improved.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that how to reduce the overstock problem of raw and other materials during the construction of flat slab.
The utility model provides a technical scheme that above-mentioned technical problem adopted is:
the utility model provides an early formwork structure of tearing open of no roof beam, is including early tearing open head, top support, first pole setting, second pole setting, main stupefied, first template and second template, early tear open the head fix the one end on ground is kept away from to first pole setting, the top support is fixed the one end on ground is kept away from to the second pole setting, first pole setting is arranged in between two second pole settings, early tear open the head including first roof and layer board, the layer board is relative the position of first pole setting is adjustable, the top support is including the second roof, first template support in on the first roof, layer board and second roof support main stupefied, main stupefied support the second template.
In a preferred embodiment, the first upright and the second upright are fixed by a cross bar and a coil buckle connection.
In a preferred embodiment, the formwork further comprises secondary ridges, the secondary ridges and the main ridges are arranged in a staggered mode, the main ridges support the secondary ridges, and the secondary ridges support the second formwork.
In a preferred embodiment, the main edge is a square pipe, and the secondary edge is a square wood.
In a preferred embodiment, the early-dismantling head further comprises a first screw and a first adjusting nut, the supporting plate is sleeved on the first screw, the first adjusting nut is in threaded fit with the first screw, and the first adjusting nut is located on one side, close to the first upright, of the supporting plate.
In a preferred embodiment, the early-dismantling head further includes a second adjusting nut, the second adjusting nut is in threaded fit with the first screw, the first vertical rod is a first pipe, the first screw is inserted into the first pipe, and the second adjusting nut abuts against the first pipe.
The utility model has the advantages that:
the utility model discloses well compatible use early tear the head and push up the support, realized the independent support of second template through the layer board of early tear the head and second pole setting, when the intensity of concrete reached 50%, the second template was dismantled alone to the accessible regulation layer board, realized the second template, pushed up the support and the early of second pole setting is demolishd to realize the high-efficient turnover of construction material, reduction in production cost.
Drawings
The present invention will be further explained with reference to the drawings and examples.
FIG. 1 is a schematic view of one embodiment of an early disconnect head of the present invention;
fig. 2 is a schematic view of the early-dismantling formwork structure of a flat slab according to an embodiment of the present invention.
Detailed Description
The conception, specific structure and technical effects of the present invention will be described clearly and completely with reference to the accompanying drawings and embodiments, so as to fully understand the objects, aspects and effects of the present invention. It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict.
It should be noted that, unless otherwise specified, when a feature is referred to as being "fixed" or "connected" to another feature, it may be directly fixed or connected to the other feature or indirectly fixed or connected to the other feature. Furthermore, the description of the upper, lower, left, right, etc. used in the present invention is only relative to the mutual positional relationship of the components of the present invention in the drawings.
Furthermore, unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art. The terminology used in the description herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any combination of one or more of the associated listed items.
Referring to fig. 1, fig. 1 is a schematic diagram of an embodiment of the early-dismantling head 1 of the present invention, the early-dismantling head 1 includes a first top plate 11, a supporting plate 12, a first adjusting nut 13, a second adjusting nut 14 and a first screw rod 15, the first top plate 11 is welded and fixed on the upper end of the first screw rod 15, the supporting plate 12 is sleeved on the first screw rod 15, the supporting plate 12 can move up and down along the first screw rod 15, the first adjusting nut 13 and the second adjusting nut 14 are both in threaded fit with the first screw rod 15, and the first adjusting nut 13 is located above the second adjusting nut 14.
Referring to fig. 2, fig. 2 is the utility model discloses a template structure is torn early to girderless superstructure's of an embodiment schematic diagram, the template structure is torn early to girderless superstructure of this embodiment is including tearing first 1, first template 2, second template 3, the top holds in the palm 4, main stupefied 5, inferior stupefied 6, first pole setting 7 and second pole setting 8 early, second pole setting 8 is arranged in between two first pole settings 7, the lower extreme of first pole setting 7 and the lower extreme of second pole setting 8 all support with the bottom surface and hold, the upper end of first pole setting 7 is fixed with early and tears first 1 early, the upper end of second pole setting 8 is fixed with the top and holds in the palm 4.
The top support 4 comprises a second top plate 41, a second screw rod 42 and a third adjusting nut 43, the second top plate 41 is welded and fixed at the upper end of the second screw rod 42, the second screw rod 42 is in threaded fit with the third adjusting nut 43, in the embodiment, the first vertical rod 7 is a first pipe, the second vertical rod 8 is a second pipe, the second screw rod 42 is inserted into the second pipe, and the third adjusting nut 43 is abutted against the second pipe, so that the height of the second top plate 41 can be adjusted, similarly, the first screw rod 15 is inserted into the first pipe, and the second adjusting nut 14 is abutted against the first pipe, so that the height of the first top plate 11 can be adjusted.
While the preferred embodiments of the present invention have been described, the present invention is not limited to the embodiments, and those skilled in the art can make various equivalent modifications or substitutions without departing from the spirit of the present invention, and such equivalent modifications or substitutions are intended to be included within the scope of the present invention as defined by the appended claims.
Claims (3)
1. The early-dismantling formwork structure of the flat slab is characterized by comprising an early-dismantling head, a jacking support, a first upright rod, a second upright rod, a main rib, a secondary rib, a first formwork and a second formwork, wherein the early-dismantling head is fixed at one end of the first upright rod, which is far away from the ground, the jacking support is fixed at one end of the second upright rod, which is far away from the ground, the first upright rod is arranged between the two second upright rods, the early-dismantling head comprises a first top plate, a supporting plate, a first screw rod, a first adjusting nut and a second adjusting nut, the supporting plate is sleeved on the first screw rod, the first adjusting nut is in threaded fit with the first screw rod, the first adjusting nut is positioned at one side of the supporting plate, which is close to the first upright rod, the second adjusting nut is in threaded fit with the first screw rod, the first screw rod is inserted in the first upright rod, and the second adjusting nut is abutted against the first upright rod, the position of the supporting plate relative to the first vertical rod is adjustable, the jacking support comprises a second top plate, a second screw rod and a third adjusting nut, the second top plate is welded and fixed at the upper end of the second screw rod, the second screw rod is in threaded fit with the third adjusting nut, the second screw rod is inserted in the second vertical rod, the third adjusting nut is abutted against a second pipe, the position of the second top plate relative to the second vertical rod is adjustable, the first template is supported on the first top plate, the supporting plate and the second top plate support the main ridges, the secondary ridges and the main ridges are arranged in a staggered mode, the main ridges support the secondary ridges, and the secondary ridges support the second template.
2. The early disassembled formwork structure of a flat slab of claim 1, wherein the first upright stanchion and the second upright stanchion are connected and fixed through a cross bar and a disc buckle.
3. The early disassembled formwork structure of a flat slab of claim 1, wherein the main ribs are square tubes and the secondary ribs are square woods.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920208431.5U CN211058303U (en) | 2019-02-18 | 2019-02-18 | Early-dismantling formwork structure of flat slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920208431.5U CN211058303U (en) | 2019-02-18 | 2019-02-18 | Early-dismantling formwork structure of flat slab |
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| CN211058303U true CN211058303U (en) | 2020-07-21 |
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| CN201920208431.5U Active CN211058303U (en) | 2019-02-18 | 2019-02-18 | Early-dismantling formwork structure of flat slab |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112538968A (en) * | 2020-12-23 | 2021-03-23 | 安徽水利开发有限公司 | Top plate supporting structure under quick-release support system of disc buckle and construction method |
-
2019
- 2019-02-18 CN CN201920208431.5U patent/CN211058303U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112538968A (en) * | 2020-12-23 | 2021-03-23 | 安徽水利开发有限公司 | Top plate supporting structure under quick-release support system of disc buckle and construction method |
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