CN218292782U - Prefabricated superimposed sheet post-cast strip template bearing structure - Google Patents
Prefabricated superimposed sheet post-cast strip template bearing structure Download PDFInfo
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- CN218292782U CN218292782U CN202221039822.7U CN202221039822U CN218292782U CN 218292782 U CN218292782 U CN 218292782U CN 202221039822 U CN202221039822 U CN 202221039822U CN 218292782 U CN218292782 U CN 218292782U
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- prefabricated
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Abstract
The utility model discloses a prefabricated laminated plate post-cast strip template supporting structure, which relates to the technical field of building installation and comprises a self-made drawing die connecting piece; the drawing die connecting piece adopts two steel bars with the diameter of more than 16mm, the steel bars are bent to 135 degrees, the steel plate and the two steel bars are welded to form a reverse arch, and the distribution distance of the drawing die connecting piece is 500mm; the drawing die connecting piece is arranged on the upper parts of the first prefabricated composite slab and the second prefabricated composite slab and is combined with the clear water templates and the square timbers on the lower parts of the first prefabricated composite slab and the second prefabricated composite slab through a counter-drawing screw rod; the formwork is convenient and quick to support and dismantle, the use and the loss of supporting steel pipes and square timbers are saved, the cost of supporting materials and the supporting and dismantling workload are reduced, the improvement of the environment of a construction site is facilitated, the formwork is supported in a split mode, and the two floor slabs are guaranteed to be tightly combined with the formwork without gaps, so that the slurry leakage phenomenon cannot occur when concrete is poured, and the construction quality of a post-pouring belt after the formwork is dismantled is greatly improved compared with that of a traditional mode.
Description
Technical Field
The utility model belongs to the technical field of the building installation, especially, relate to a prefabricated superimposed sheet post-cast strip template bearing structure.
Background
In the traditional formwork support of the post-cast strip, the bottom of the whole post-cast strip needs to be supported by a steel pipe support frame, so that the workload of formwork support and removal is greatly increased, the use and loss of support materials are increased, and the construction cost is increased; meanwhile, the complicated construction process also does not meet the requirement of safe and civilized construction on a construction site. In addition, because the installation of superimposed sheet has the error, so adopt the formwork mode of traditional shore can not guarantee that laminating is tight between two superimposed sheets and the template, can produce the hourglass thick liquid phenomenon when pouring superimposed layer concrete, the post-cast strip position concrete exceeds floor bottom plane after the form removal, has not only influenced the outward appearance, also can influence the later stage and whitewash the operation, consequently to above problem, provides a prefabricated superimposed sheet post-cast strip template bearing structure and has important practical meaning.
SUMMERY OF THE UTILITY MODEL
The utility model provides a prefabricated superimposed sheet post-cast strip template bearing structure has solved above problem.
In order to solve the technical problem, the utility model discloses a realize through following technical scheme:
the utility model discloses a prefabricated superimposed sheet post-cast strip template supporting structure, including first prefabricated superimposed sheet, second prefabricated superimposed sheet, clear water template, square timber, steel pipe, split screw, its characterized in that still includes the die drawing connecting piece of self-control;
and the drawing die connecting piece is arranged on the upper parts of the first prefabricated composite slab and the second prefabricated composite slab.
Furthermore, the drawing die connecting piece adopts two steel bars with the diameter, the steel bars are bent to 135 degrees, and the steel plate and the two steel bars are welded to form a reverse arch.
Furthermore, the distribution spacing of the die connecting pieces is 400-600mm.
Furthermore, the drawing die connecting piece, the clear water template and the square timber on the lower parts of the first prefabricated composite slab and the second prefabricated composite slab are drawn together through a counter-drawing screw rod.
Compared with the prior art, the utility model following beneficial effect is included:
1. the mould is supported and dismantled conveniently fast, reduces the loaded down with trivial details work of conventional mould support, has saved the use and the loss of supporting steel pipe and square timber simultaneously, has reduced the cost and the support and tear the work load open of supporting material.
2. Because the less the material used on site, the less the rubbish is produced, the more favorable the environment of construction site is promoted.
3. The formwork is supported in a split mode, so that the two floor slabs and the formwork are tightly combined without gaps, the slurry leakage phenomenon cannot occur when concrete is poured, and the construction quality of the post-cast strip after the formwork is removed is greatly improved compared with the traditional mode.
Of course, it is not necessary for any particular product to achieve all of the above-described advantages simultaneously.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments are briefly introduced below, it is obvious that the drawings in the description below are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a transverse cross-sectional view of the present invention;
fig. 2 is a top view of the present invention;
in the drawings, the components represented by the respective reference numerals are listed below:
1-cast-in-place concrete, 2-drawing die connecting pieces, 301-first prefabricated laminated slabs, 302-second prefabricated laminated slabs, 4-clear water templates, 5-square timber, 6-steel pipes and 7-split screws.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without making creative efforts belong to the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "middle", "rear side", "both sides", etc., indicate positional or orientational relationships for convenience of description and simplicity of description, but do not indicate or imply that the components or elements being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the invention.
Referring to fig. 1-2, the utility model discloses a prefabricated superimposed sheet post-cast strip formwork support structure, including first prefabricated superimposed sheet 301, second prefabricated superimposed sheet 302, clear water template 4, square timber 5, steel pipe 6, split screw 7, characterized by, still include self-made drawing die connecting piece 2;
the die link 2 is installed on the upper portions of the first prefabricated composite slab 301 and the second prefabricated composite slab 302.
The drawing die connecting piece 2 is formed by bending two waste steel bars with the diameter of more than 16mm to 135 degrees, and the end parts of two opposite sides of the steel plate are welded with the middle of the two steel bars to form a reverse arch.
Wherein, the distribution distance of the drawing die connecting pieces 2 is controlled to be about 500mm, and the drawing die connecting pieces can resist the self weight of concrete pouring sufficiently, thereby carrying out simple and quick formwork supporting operation.
When the combined prefabricated composite slab is used, the drawing die connecting piece 2 is placed on the upper portions of the first prefabricated composite slab 301 and the second prefabricated composite slab 302, the lower portions of the first prefabricated composite slab 301 and the second prefabricated composite slab 302 are plugged by the aid of the clear water templates 4 and the square timber 5 in a conventional mode, and the drawing die connecting piece 2 is fastened and drawn together through the drawing screw 7.
Has the beneficial effects that:
1. the mould is supported and dismantled conveniently fast, reduces the loaded down with trivial details work of conventional mould support, has saved the use and the loss of supporting steel pipe and square timber simultaneously, has reduced the cost and the support and tear the work load open of supporting material.
2. Because the less material is used on site, the less garbage is generated, and the environment of the construction site is promoted.
3. The formwork is supported in a split mode, so that the two floor slabs and the formwork are tightly combined without gaps, the slurry leakage phenomenon cannot occur when concrete is poured, and the construction quality of the post-cast strip after the formwork is removed is greatly improved compared with the traditional mode.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, thereby enabling others skilled in the art to best understand the invention and its practical application. The present invention is limited only by the claims and their full scope and equivalents.
Claims (4)
1. A prefabricated laminated plate post-cast strip template supporting structure comprises a first prefabricated laminated plate (301), a second prefabricated laminated plate (302), a clear water template (4), square timbers (5), steel pipes (6) and a counter-pull screw (7), and is characterized by further comprising a self-made drawing die connecting piece (2);
and the drawing die connecting piece (2) is arranged on the upper parts of the first prefabricated laminated slab (301) and the second prefabricated laminated slab (302).
2. The precast laminated plate post-cast strip formwork support structure as claimed in claim 1, wherein the die connecting member (2) is formed of two reinforcing bars bent to 135 degrees, and a steel plate is welded between the two reinforcing bars to form a reverse arch shape.
3. A prefabricated laminated plate post-cast strip formwork support structure as claimed in claim 1, wherein said die connectors (2) are distributed at a pitch of 400-600mm.
4. The prefabricated laminated plate post-cast strip formwork support structure as claimed in claim 1, wherein the die connecting member (2) is connected with the lower plain formwork (4) and the square timber (5) of the first prefabricated laminated slab (301) and the second prefabricated laminated slab (302) through a counter screw (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221039822.7U CN218292782U (en) | 2022-05-05 | 2022-05-05 | Prefabricated superimposed sheet post-cast strip template bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221039822.7U CN218292782U (en) | 2022-05-05 | 2022-05-05 | Prefabricated superimposed sheet post-cast strip template bearing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218292782U true CN218292782U (en) | 2023-01-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221039822.7U Active CN218292782U (en) | 2022-05-05 | 2022-05-05 | Prefabricated superimposed sheet post-cast strip template bearing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218292782U (en) |
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2022
- 2022-05-05 CN CN202221039822.7U patent/CN218292782U/en active Active
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