CN219520355U - Reinforcing steel mesh binding frame for prefabrication of large caisson - Google Patents

Reinforcing steel mesh binding frame for prefabrication of large caisson Download PDF

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Publication number
CN219520355U
CN219520355U CN202320526604.4U CN202320526604U CN219520355U CN 219520355 U CN219520355 U CN 219520355U CN 202320526604 U CN202320526604 U CN 202320526604U CN 219520355 U CN219520355 U CN 219520355U
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China
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members
vertical
welded
diagonal bracing
reinforced
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CN202320526604.4U
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Inventor
董天杰
李松涛
梁旭
季洋名
罗兴远
李文高
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CCCC First Harbor Engineering Co Ltd
No 3 Engineering Co Ltd of CCCC First Harbor Engineering Co Ltd
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CCCC First Harbor Engineering Co Ltd
No 3 Engineering Co Ltd of CCCC First Harbor Engineering Co Ltd
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Abstract

A reinforcement mesh binding frame for prefabrication of a large caisson relates to the field of building construction. The vertical support members are multiple groups, each group of vertical support members are connected by the horizontal connection fixing member, and the walking platform is arranged on the horizontal connection fixing member; the vertical supporting member comprises two vertical long members and four transverse short members, the lower ends of the two vertical long members are grounded, the two vertical long members are connected through the transverse short members, and a reinforcing diagonal brace is welded between the adjacent transverse short members; the horizontal limiting members are connected to two sides of each group of vertical supporting members, each side of the horizontal limiting members consists of a plurality of welded pipes, and the positions of the welded pipes on two sides correspond to each other. Compared with the traditional ground reinforcing steel mesh binding, the utility model can greatly improve the field utilization rate, effectively control the spacing of reinforcing steel bars, shorten the construction time, improve the construction efficiency, and has the advantages of safety, stability and strong working environment adaptability.

Description

Reinforcing steel mesh binding frame for prefabrication of large caisson
Technical Field
The utility model relates to the field of building construction, in particular to a reinforcement mesh binding frame for prefabrication of a large caisson.
Background
When the reinforcement mesh in the prefabrication of the conventional large caisson is bound, a large amount of construction sites are required, the spacing between the reinforcements is manually controlled, the problems of insufficient construction sites, unqualified reinforcement spacing control and the like are often caused, and the construction efficiency and the engineering quality are affected to a certain extent. Therefore, a device which can effectively control the spacing between the reinforcing bars to carry out binding work of the reinforcing bar meshes is needed to save more construction sites.
Disclosure of Invention
The utility model aims to solve the technical problems that when a reinforcing steel bar mesh is bound in the prefabrication of a traditional large caisson, the gap error of the reinforcing steel bars is overlarge, the construction site is insufficient, and the construction efficiency is low.
In order to achieve the above purpose, the utility model adopts the following technical scheme: a reinforcement net piece ligature frame for large-scale caisson prefabrication, characterized by: the vertical support members are multiple groups, each group of vertical support members are connected by the horizontal connection fixing member, and the walking platform is arranged on the horizontal connection fixing member; the vertical supporting member comprises two vertical long members and four transverse short members, the lower ends of the two vertical long members are grounded, the two vertical long members are connected through the transverse short members, and a reinforcing diagonal brace is welded between the adjacent transverse short members; the horizontal limiting members are connected to two sides of each group of vertical supporting members, each side of the horizontal limiting members consists of a plurality of welded pipes, and the positions of the welded pipes on two sides correspond to each other.
The reinforced diagonal bracing comprises a reinforced diagonal bracing I, a reinforced diagonal bracing II, a reinforced diagonal bracing III and a reinforced diagonal bracing IV, wherein the reinforced diagonal bracing I, the reinforced diagonal bracing II and the reinforced diagonal bracing III are all arranged between the transverse short members, the reinforced diagonal bracing IV is arranged between the transverse short members and the ground, the reinforced diagonal bracing is connected in different diagonal directions, and the reinforced diagonal bracing is welded with the vertical long members.
The vertical supporting members are 9 groups, each group is 2m apart, and the vertical supporting members are welded with the horizontal connecting and fixing members.
Each side of the horizontal limiting member consists of 22 welded pipes, the distance between the upper and lower adjacent welded pipes is 200mm, and the horizontal limiting members are connected with the vertical supporting members in a welding mode.
The vertical supporting member, the horizontal connecting and fixing member and the reinforcing diagonal brace are double-buckle 8# channel steel, the horizontal limiting member is a 60 welded pipe, the wall thickness is 6mm, the walking board is a 5mm steel plate, and the material is Q235B.
The utility model adopts the reinforcement net slice binding frame for prefabricating the large caisson, and the reinforcement is placed on the spacing welded pipe with fixed spacing, thereby realizing the effective control of the spacing of the reinforcement, saving the construction site by about 200 square meters and improving the construction efficiency. The method has the characteristics of safety, stability, simplicity and convenience in operation, strong adaptability to working environment and the like.
Drawings
Fig. 1 is a top view of the structure of the present utility model.
Fig. 2 is a front view structural diagram of the present utility model.
Fig. 3 is a side view structural diagram of the present utility model.
Fig. 4 is a schematic view of the field effect of the present utility model.
In the figure: the device comprises a vertical long component, a horizontal short component, a 3-reinforcing diagonal brace I, a 4-reinforcing diagonal brace II, a 5-reinforcing diagonal brace III, a 6-reinforcing diagonal brace IV, a 7-horizontal limiting component, an 8-walking platform and a 9-horizontal connecting and fixing component.
Description of the embodiments
The present utility model will be described in detail below with reference to the accompanying drawings, but the present utility model is not limited to the specific embodiments.
Examples
The utility model provides a be used for prefabricated reinforcing bar net piece ligature frame of large-scale caisson as shown in figure 1-figure 3, this ligature frame comprises vertical support component, horizontal spacing component, horizontal connection fixed component and walking board, the vertical support component is nine groups, connects by horizontal connection fixed component 9 between the nine groups of vertical support component to set up walking board 8 on horizontal connection fixed component 9. Each group of vertical support members comprises two vertical long members 1, four lateral short members 2. The lower ends of the two vertical long members 1 are grounded, and the two vertical long members are connected through the transverse short member II 2 and welded with the reinforcing diagonal brace I3, the reinforcing diagonal brace II 4, the reinforcing diagonal brace III 5 and the reinforcing diagonal brace IV 6. The horizontal limiting members 7 are connected to two sides of each group of vertical supporting members, eighteen groups of horizontal limiting members 7 are formed by twenty-two welded pipes, the distance between the upper adjacent welded pipes and the lower adjacent welded pipes is 200mm, the positions of the welded pipes on the two sides correspond to each other, and the horizontal limiting members 7 are connected with the vertical supporting members 1 in a welding mode.
The vertical supporting member is welded with the horizontal connecting and fixing member 9, the vertical long member 1 is welded with each reinforcing diagonal brace, and the horizontal limiting member 7 is welded with the vertical supporting member.
The first reinforcing diagonal brace 3, the second reinforcing diagonal brace 4 and the third reinforcing diagonal brace 5 are all arranged between the transverse short members 2, the fourth reinforcing diagonal brace 6 is arranged between the transverse short members 2 and the ground, and the reinforcing diagonal braces are connected in different diagonal directions.
The vertical supporting member, the horizontal connecting and fixing member 9 and the reinforcing diagonal brace are double-buckle 8# channel steel, the horizontal limiting member 7 is a 60 welded pipe, the wall thickness is 6mm, the walking board 8 is a 5mm steel plate, and the material is Q235B.
As shown in FIG. 4, the reinforcing mesh binding frame of the present utility model may be fixed to the ground after the completion of the manufacture, and workers may perform the binding operation of reinforcing meshes thereon.

Claims (5)

1. A reinforcement net piece ligature frame for large-scale caisson prefabrication, characterized by: the vertical support members are multiple groups, each group of vertical support members are connected by the horizontal connection fixing member, and the walking platform is arranged on the horizontal connection fixing member; the vertical supporting member comprises two vertical long members and four transverse short members, the lower ends of the two vertical long members are grounded, the two vertical long members are connected through the transverse short members, and a reinforcing diagonal brace is welded between the adjacent transverse short members; the horizontal limiting members are connected to two sides of each group of vertical supporting members, each side of the horizontal limiting members consists of a plurality of welded pipes, and the positions of the welded pipes on two sides correspond to each other.
2. A prefabricated reinforcing mesh tie frame for a large caisson according to claim 1, wherein: the reinforced diagonal bracing comprises a reinforced diagonal bracing I, a reinforced diagonal bracing II, a reinforced diagonal bracing III and a reinforced diagonal bracing IV, wherein the reinforced diagonal bracing I, the reinforced diagonal bracing II and the reinforced diagonal bracing III are all arranged between the transverse short members, the reinforced diagonal bracing IV is arranged between the transverse short members and the ground, the reinforced diagonal bracing is connected in different diagonal directions, and the reinforced diagonal bracing is welded with the vertical long members.
3. A prefabricated reinforcing mesh tie frame for a large caisson according to claim 1, wherein: the vertical supporting members are 9 groups, each group is 2m apart, and the vertical supporting members are welded with the horizontal connecting and fixing members.
4. A prefabricated reinforcing mesh tie frame for a large caisson according to claim 1, wherein: each side of the horizontal limiting member consists of 22 welded pipes, the distance between the upper and lower adjacent welded pipes is 200mm, and the horizontal limiting members are connected with the vertical supporting members in a welding mode.
5. A prefabricated reinforcing mesh tie frame for a large caisson according to claim 1, wherein: the vertical supporting member, the horizontal connecting and fixing member and the reinforcing diagonal brace are double-buckle 8# channel steel, the horizontal limiting member is a 60 welded pipe, the wall thickness is 6mm, the walking board is a 5mm steel plate, and the material is Q235B.
CN202320526604.4U 2023-03-17 2023-03-17 Reinforcing steel mesh binding frame for prefabrication of large caisson Active CN219520355U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320526604.4U CN219520355U (en) 2023-03-17 2023-03-17 Reinforcing steel mesh binding frame for prefabrication of large caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320526604.4U CN219520355U (en) 2023-03-17 2023-03-17 Reinforcing steel mesh binding frame for prefabrication of large caisson

Publications (1)

Publication Number Publication Date
CN219520355U true CN219520355U (en) 2023-08-15

Family

ID=87580951

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320526604.4U Active CN219520355U (en) 2023-03-17 2023-03-17 Reinforcing steel mesh binding frame for prefabrication of large caisson

Country Status (1)

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CN (1) CN219520355U (en)

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