CN210508036U - Cast-in-place concrete form removal-free steel mesh reinforced high-strength fiber cement pressure template structure - Google Patents

Cast-in-place concrete form removal-free steel mesh reinforced high-strength fiber cement pressure template structure Download PDF

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Publication number
CN210508036U
CN210508036U CN201921321981.4U CN201921321981U CN210508036U CN 210508036 U CN210508036 U CN 210508036U CN 201921321981 U CN201921321981 U CN 201921321981U CN 210508036 U CN210508036 U CN 210508036U
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China
Prior art keywords
formwork
template
removal
fiber cement
strength fiber
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CN201921321981.4U
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Chinese (zh)
Inventor
赵亮亮
赵树义
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Tangshan Ruierfa New Material Technology Co ltd
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Tangshan Ruierfa New Material Technology Co ltd
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Abstract

The utility model discloses a cast-in-place concrete form removal-free steel mesh reinforcement high-strength fiber cement pressure template structure, which comprises a column, a beam, a floor slab, a plurality of steel lattice sections and template interfaces, wherein the column, the beam and the floor slab all adopt form removal-free steel mesh reinforcement high-strength fiber cement pressure templates which are connected through the template interfaces, and the template interfaces are arranged on the steel lattice sections at the back of the beam; the template interface is provided with double rows of nails. The utility model has the advantages of reasonable design, exempt from to demolish, intensity is big, and convenient construction has improved work efficiency greatly.

Description

Cast-in-place concrete form removal-free steel mesh reinforced high-strength fiber cement pressure template structure
Technical Field
The utility model relates to a construction template technical field, concretely relates to cast in situ concrete exempts from form removal steel mesh adds muscle high-strength fiber cement pressure template structure.
Background
The building is gone on with the building block, the mode of pouring more now, adopts the module of pouring that has continuous box more when pouring, and each module of pouring has lateral wall, roof, bottom plate, but the connection between the module of pouring then comparatively general adoption welding mode to it is comparatively loaded down with trivial details when needs are demolishd to make. Therefore, it is necessary to design a cast-in-place concrete form-removal-free steel mesh reinforced high-strength fiber cement pressure formwork structure which can be removed without dismantling.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a cast in situ concrete exempts from to tear open form steel mesh reinforcement high strength fiber cement pressure template structure, structural design is reasonable, exempts from to demolish, and intensity is big, and convenient construction has improved work efficiency greatly.
In order to achieve the above purpose, the present invention is realized by the following technical solution: the cast-in-place concrete form-removal-free steel mesh reinforced high-strength fiber cement pressure template structure comprises a column, a beam, a floor slab, a plurality of H-shaped steel sections and template interfaces, wherein the column, the beam and the floor slab all adopt form-removal-free steel mesh reinforced high-strength fiber cement pressure templates, the column, the beam and the floor slab are connected through the template interfaces, and the template interfaces are arranged on the H-shaped steel sections on the back surface of the beam; the template interface is provided with double rows of nails.
Exempt from to tear open steel mesh reinforcement high strength fiber cement pressure template include the plane connecting piece, the angle connecting piece, the formwork support, the cement high strength pressure template, from tapping and arrangement of reinforcement, the cement high strength pressure template is embedded with fossil fragments, four side centers of arrangement of reinforcement are fixed with the plane connecting piece, the fixed horned connecting piece in arrangement of reinforcement four corners, the welding has the formwork support between the arrangement of reinforcement, the formwork support passes through shaped steel welding on the arrangement of reinforcement, the cement high strength pressure template in the arrangement of reinforcement outside is connected to on angle connecting piece and the plane connecting piece through from the tapping.
The template interface can also be matched with other templates such as a vertical wall and the like.
The utility model has the advantages that: the utility model has the advantages of reasonable design, simple process, intensity is high, excellent in use effect, and is easy and simple to handle, exempts from the form stripping, has shortened the engineering time greatly, has improved efficiency of construction and economic benefits.
Drawings
The present invention will be described in detail with reference to the accompanying drawings and specific embodiments;
fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the pillar of the present invention;
fig. 3 is a schematic structural view of the cross beam and the roof of the present invention;
fig. 4 is a schematic structural view of the roof form of the present invention.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
Referring to fig. 1 to 4, the following technical solutions are adopted in the present embodiment: the cast-in-place concrete form-removal-free steel mesh reinforced high-strength fiber cement pressure template structure comprises a column 1, a beam 2, a floor slab 3, n-shaped steel sections 4 and a template interface 5, wherein the column 1, the beam 2 and the floor slab 3 all adopt form-removal-free steel mesh reinforced high-strength fiber cement pressure templates, the column 1, the beam 2 and the floor slab 3 are connected through the template interface 5, and the template interface 5 is arranged on the n-shaped steel sections 4 and the floor slab 3 on the back surface of the beam 2; the template interface 5 is provided with double rows of nails 6.
Exempt from to tear open steel mesh reinforcement high strength fiber cement pressure template include plane connecting piece 7, angle connecting piece 8, the template supports 9, cement high strength pressure template 10, from tapping 11 and arrangement of reinforcement 12, cement high strength pressure template 10 is embedded with fossil fragments, 12 four sides of arrangement of reinforcement center is fixed with plane connecting piece 7, 12 four corners of arrangement of reinforcement are fixed with cornered connecting piece 8, the welding has the template to support 9 between the arrangement of reinforcement 12, template supports 9 and passes through shaped steel welding on arrangement of reinforcement 12, the cement high strength pressure template 10 in the 12 outside of arrangement of reinforcement is connected to on angle connecting piece 8 and the plane connecting piece 7 through from tapping 11.
The template interface can also be matched with other templates such as a vertical wall and the like.
This embodiment assembles the interior exterior template structures such as post, crossbeam, facade wall, floor into an organic whole, forms assembled cast in situ concrete and exempts from form removal steel mesh to add muscle high strength fiber cement pressure template structure, can directly pour after this structure is accomplished, need not tear the form moreover, simple process, and intensity is high, excellent in use effect, and easy and simple to handle exempts from to tear the form open, has shortened the engineering time greatly, has improved efficiency of construction and economic benefits.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims (4)

1. The cast-in-place concrete form-removal-free steel mesh reinforced high-strength fiber cement pressure template structure is characterized by comprising a column (1), a beam (2), a floor slab (3), n-shaped steel sections (4) and template interfaces (5), wherein the column (1), the beam (2) and the floor slab (3) are all made of form-removal-free steel mesh reinforced high-strength fiber cement pressure templates, the column (1), the beam (2) and the floor slab (3) are connected through the template interfaces (5), and the template interfaces (5) are arranged on the n-shaped steel sections (4) on the back of the beam (2); the template interface (5) is provided with double rows of nails (6).
2. The cast-in-place concrete form-removal-free steel mesh reinforced high-strength fiber cement pressure formwork structure according to claim 1, the steel mesh reinforcement high-strength fiber cement pressure formwork is characterized by comprising a plane connecting piece (7), a corner connecting piece (8), formwork supports (9), a cement high-strength pressure formwork (10), a self-tapping hole (11) and reinforcing steel bars (12), keels are embedded in the cement high-strength pressure formwork (10), the plane connecting piece (7) is fixed at the center of four side faces of each reinforcing steel bar (12), the corner connecting pieces (8) are fixed at four corners of each reinforcing steel bar (12), the formwork supports (9) are welded between the reinforcing steel bars (12), the formwork supports (9) are welded on the reinforcing steel bars (12) through profile steel, and the cement high-strength pressure formwork (10) on the outer side of each reinforcing steel bar (12) is connected onto the corner connecting piece (8) and the plane connecting piece (7) through the self-tapping hole (11).
3. The cast-in-place concrete form-removal-free steel mesh reinforced high-strength fiber cement pressure formwork structure as claimed in claim 1, wherein the formwork interface is also matched with a vertical wall formwork.
4. The cast-in-place concrete form-removal-free steel mesh reinforced high-strength fiber cement pressure formwork structure as claimed in claim 1, wherein the columns (1), the cross beams (2) and the floor slabs (3) are respectively matched as an inner formwork and an outer formwork.
CN201921321981.4U 2019-08-15 2019-08-15 Cast-in-place concrete form removal-free steel mesh reinforced high-strength fiber cement pressure template structure Active CN210508036U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921321981.4U CN210508036U (en) 2019-08-15 2019-08-15 Cast-in-place concrete form removal-free steel mesh reinforced high-strength fiber cement pressure template structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921321981.4U CN210508036U (en) 2019-08-15 2019-08-15 Cast-in-place concrete form removal-free steel mesh reinforced high-strength fiber cement pressure template structure

Publications (1)

Publication Number Publication Date
CN210508036U true CN210508036U (en) 2020-05-12

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921321981.4U Active CN210508036U (en) 2019-08-15 2019-08-15 Cast-in-place concrete form removal-free steel mesh reinforced high-strength fiber cement pressure template structure

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CN (1) CN210508036U (en)

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