CN208815895U - Small space large-section beam template reinforcing device - Google Patents

Small space large-section beam template reinforcing device Download PDF

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Publication number
CN208815895U
CN208815895U CN201821115295.7U CN201821115295U CN208815895U CN 208815895 U CN208815895 U CN 208815895U CN 201821115295 U CN201821115295 U CN 201821115295U CN 208815895 U CN208815895 U CN 208815895U
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China
Prior art keywords
sand
storage cavity
nut
section beam
small space
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CN201821115295.7U
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Chinese (zh)
Inventor
李建东
孙国栋
雷少华
贾竣淇
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Fourth Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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Fourth Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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Abstract

The utility model discloses small space large-section beam template reinforcing devices, including two exterior sheathings and two inner templates, two inner template opposite sides are fixed with riser jointly, the lower wall of two risers is fixedly connected with transverse slat, sand storage cavity is collectively constituted between the inner template, riser and transverse slat, is filled with sand in the sand storage cavity.The utility model installing and fixing to two adjacent exterior sheathings by way of filling sand in sand storage cavity, it is further promoted by filling marble cushion block simultaneously and installs intensity, then by carrying out concrete construction between Screw arbor with nut at both-ends, vertical reinforcement and transverse steel, completed cross section beam formwork and reinforce, simultaneously using the form for filling sand, when carrying out the dismounting of bracing means, transverse slat is removed, sand is discharged, convenient disassembly, sand material easily takes, and can be had enough to meet the need, at low cost.

Description

Small space large-section beam template reinforcing device
Technical field
The utility model relates to cross section beam formwork technical fields more particularly to small space large-section beam formwork reinforcement to fill It sets.
Background technique
Biggish section is used in moment of flexure larger part, uses lesser section in moment of flexure smaller part.This section is along axis The beam of variation claims non-uniform beam.
In the construction process, we frequently encounter two short distance large-section beam inner side templates and can not effectively reinforce, tradition General use clogs extruded polystyrene board among adjacent beams, has reinforced extremely difficult in demoulding.
Utility model content
Purpose of the utility model is to solve the problems in background techniques, and the small space large-section beam mould proposed Plate bracing means.
To achieve the goals above, the utility model adopts the technical scheme that
Small space large-section beam template reinforcing device, including two exterior sheathings and two inner templates, two internal models Plate opposite side is fixed with riser jointly, and the lower wall of two risers is fixedly connected with transverse slat, the inner template, riser and Sand storage cavity is collectively constituted between transverse slat, is filled with sand in the sand storage cavity.
Preferably, two lateral walls are located at the outside of two inner templates, and each exterior sheathing is mutually close with its An inner template bottom perforation be provided with supporting plate.
Preferably, multiple Screw arbor with nut at both-ends are equipped between each exterior sheathing and its mutually close inner template, it is multiple described The longitudinal pitch of Screw arbor with nut at both-ends is 500mm, and the mutually close one end of multiple Screw arbor with nut at both-ends all extends to the inside of sand storage cavity simultaneously It is welded to connect, is threaded with nut, two nuts of each Screw arbor with nut at both-ends on the both ends outer wall of each Screw arbor with nut at both-ends It is in contact with the lateral wall of the inner webs of exterior sheathing and inner template.
Preferably, the inside four corners of the sand storage cavity are fixedly connected to connecting plate, each connecting plate, riser and Transverse slat is flitch.
Preferably, the inside of the sand storage cavity is vertically provided with multiple marble cushion blocks, and multiple marble cushion blocks are in Quincuncial arrangement, and the spacing of each marble cushion block is 50cm.
Preferably, multiple transverse steels and vertical reinforcement are equipped on the outer wall of multiple Screw arbor with nut at both-ends.
Compared with prior art, the advantages of this small space large-section beam template reinforcing device, is:
1, sand storage cavity, connecting plate and the sand being made of inner template, riser and transverse slat are set, by sand storage cavity four corners Connecting plate is installed, prevents sand from flowing out, while being reinforced using sand, will not be generated when guaranteeing subsequent concreting swollen Mould phenomenon only need to remove transverse slat, sand is discharged in subsequent progress demoulding, avoid tradition and fill out among adjacent beams Extruded polystyrene board is filled in, the problem of carrying out demoulding is not easy to.
2, Screw arbor with nut at both-ends, transverse steel and vertical reinforcement are set, the nut and inner template and external mold on Screw arbor with nut at both-ends are passed through Plate contact for bearing the pressure and other loads of concrete, and binds transverse steel and vertical reinforcement, facilitates pouring for concrete It builds.
3, setting is in the marble cushion block of quincunx distribution, and marble slab cushion block is arranged, guarantees the support strength of inner template, Keep bracing means more stable.
In conclusion the utility model in sand storage cavity fill sand by way of to two adjacent exterior sheathings install and It is fixed, while further being promoted by filling marble cushion block and installing intensity, then by Screw arbor with nut at both-ends, vertical reinforcement and transverse direction Concrete construction is carried out between reinforcing bar, cross section beam formwork is completed and reinforces, while using the form for filling sand, carrying out bracing means Dismounting when, remove transverse slat, be discharged sand, convenient disassembly, sand material easily takes, can be had enough to meet the need, at low cost.
Detailed description of the invention
Fig. 1 be the utility model proposes small space large-section beam template reinforcing device front view;
Fig. 2 be the utility model proposes small space large-section beam template reinforcing device in sand storage cavity top view.
In figure: 1 exterior sheathing, 2 inner templates, 3 supporting plates, 4 risers, 5 transverse slats, 6 Screw arbor with nut at both-ends, 7 nuts, 8 vertical reinforcements, 9 cross To reinforcing bar, 10 connecting plates, 11 marble cushion blocks, 12 sands.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.
Referring to Fig.1-2, small space large-section beam template reinforcing device, including two exterior sheathings 1 and two inner templates 2, Two lateral walls 1 are located at the outside of two inner templates 2, and each exterior sheathing 1 pass through with its by the bottom of a mutually close inner template 2 Logical to be provided with supporting plate 3, supporting plate 3 by perforation setting is to being attached support, two internal models between exterior sheathing 1 and inner template 2 2 opposite side of plate is fixed with riser 4 jointly, and the lower wall of two risers 4 is fixedly connected with transverse slat 5, inner template 2, riser 4 and cross Sand storage cavity is collectively constituted between plate 5, is filled with sand 12 in sand storage cavity, is avoided by filling sand 12 to two exterior sheathings 1 Between installed, promote support strength, while avoiding the phenomenon that rising by mould, the inside four corners of sand storage cavity are fixedly connected to Connecting plate 10, each connecting plate 10, riser 4 and transverse slat 5 are flitch.
The inside of sand storage cavity is vertically provided with multiple marble cushion blocks 11, and multiple marble cushion blocks 11 are in quincuncial arrangement, And the spacing of each marble cushion block 11 is 50cm, and marble cushion block 11 is arranged, further promote sand storage cavity installs intensity, makes Bracing means after pouring is more firm.
Multiple Screw arbor with nut at both-ends 6 are equipped between each exterior sheathing 1 and its mutually close inner template 2, multiple Screw arbor with nut at both-ends 6 are indulged It is 500mm to spacing, the mutually close one end of multiple Screw arbor with nut at both-ends 6 all extends to inside and the welded connecting of sand storage cavity, each right It draws and is threaded with nut 7 on the both ends outer wall of screw rod 6, two nuts 7 of each Screw arbor with nut at both-ends 6 are interior with exterior sheathing 1 Side arm and the lateral wall of inner template 2 are in contact, and carry out the support between exterior sheathing 1 and inner template 2 by multiple Screw arbor with nut at both-ends 6, For bearing the pressure and other loads of concrete, multiple transverse steels 9 and vertical are equipped on the outer wall of multiple Screw arbor with nut at both-ends 6 Reinforcing bar 8, the casting concrete between transverse steel 9, vertical reinforcement 8, exterior sheathing 1 and inner template 2, is reinforced, subsequent progress When the disassembly of bracing means, transverse slat 5 is removed, sand 12 is discharged, then by extraneous cutting machine cutting Screw arbor with nut at both-ends 6, then into The recovery operation of row exterior sheathing 1 and inner template 2.
In the utility model, exterior sheathing 1 and inner template 2 are penetrated through by supporting plate 3 and are attached support, and two inner templates 2 are logical It crosses riser 4 and transverse slat 5 is attached, and in the four corners fixed connecting plate 10 of sand storage cavity, prevent the sand 12 in sand storage cavity from flowing Out, marble cushion block 11 is set then in sand storage cavity, for guaranteeing the thickness of protective layer, then fills sand into sand storage cavity, fills Afterwards, the sealing of sand storage cavity is carried out by plank, then carries out the branch between exterior sheathing 1 and inner template 2 by multiple Screw arbor with nut at both-ends 6 Support binds transverse steel 9 and erects for bearing the pressure and other loads of concrete, then on the outer wall of multiple Screw arbor with nut at both-ends 6 To reinforcing bar 8, then subsequent concreting work is carried out, when pouring, should ensure that speed of perfusion is identical, prevents two inner templates The concrete height difference of 2 two sides is excessive, so as to cause the concrete of the smaller side of the concrete height phenomenon mobile to exterior sheathing 1.
The preferable specific embodiment of the above, only the utility model, but the protection scope of the utility model is not It is confined to this, anyone skilled in the art is within the technical scope disclosed by the utility model, practical according to this Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model Within enclosing.

Claims (6)

1. small space large-section beam template reinforcing device, including two exterior sheathings (1) and two inner templates (2), feature exists In two inner template (2) opposite sides are fixed with riser (4) jointly, and the lower wall of two risers (4) is fixedly connected Have transverse slat (5), collectively constitutes sand storage cavity between the inner template (2), riser (4) and transverse slat (5), be filled in the sand storage cavity Sand (12).
2. small space large-section beam template reinforcing device according to claim 1, which is characterized in that two outsides Wall (1) is located at the outside of two inner templates (2), each exterior sheathing (1) with its a mutually close inner template (2) bottom Portion's perforation is provided with supporting plate (3).
3. small space large-section beam template reinforcing device according to claim 1, which is characterized in that each external mold Multiple Screw arbor with nut at both-ends (6) are equipped between plate (1) and its mutually close inner template (2), between the longitudinal direction of multiple Screw arbor with nut at both-ends (6) Away from for 500mm, the mutually close one end of multiple Screw arbor with nut at both-ends (6) all extends to inside and the welded connecting of sand storage cavity, each It is threaded with nut (7) on the both ends outer wall of the Screw arbor with nut at both-ends (6), two nuts (7) of each Screw arbor with nut at both-ends (6) are equal It is in contact with the lateral wall of the inner webs of exterior sheathing (1) and inner template (2).
4. small space large-section beam template reinforcing device according to claim 1, which is characterized in that the sand storage cavity Internal four corners are fixedly connected to connecting plate (10), and each connecting plate (10), riser (4) and transverse slat (5) are flitch.
5. small space large-section beam template reinforcing device according to claim 1, which is characterized in that the sand storage cavity Inside is vertically provided with multiple marble cushion blocks (11), and multiple marble cushion blocks (11) are in quincuncial arrangement, and each big The spacing of fibrous gypsum cushion block (11) is 50cm.
6. small space large-section beam template reinforcing device according to claim 3, which is characterized in that multiple described pair of drawings Multiple transverse steels (9) and vertical reinforcement (8) are equipped on the outer wall of screw rod (6).
CN201821115295.7U 2018-07-15 2018-07-15 Small space large-section beam template reinforcing device Active CN208815895U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821115295.7U CN208815895U (en) 2018-07-15 2018-07-15 Small space large-section beam template reinforcing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821115295.7U CN208815895U (en) 2018-07-15 2018-07-15 Small space large-section beam template reinforcing device

Publications (1)

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CN208815895U true CN208815895U (en) 2019-05-03

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111733811A (en) * 2020-08-07 2020-10-02 辽宁沈通电力桩基础研发有限公司 Long and short screw anchor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111733811A (en) * 2020-08-07 2020-10-02 辽宁沈通电力桩基础研发有限公司 Long and short screw anchor

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