CN210263917U - Concrete storehouse top cone shell and storehouse top room steel form integration braced system - Google Patents

Concrete storehouse top cone shell and storehouse top room steel form integration braced system Download PDF

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Publication number
CN210263917U
CN210263917U CN201920961311.2U CN201920961311U CN210263917U CN 210263917 U CN210263917 U CN 210263917U CN 201920961311 U CN201920961311 U CN 201920961311U CN 210263917 U CN210263917 U CN 210263917U
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China
Prior art keywords
steel
template
silo
upright post
concrete
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CN201920961311.2U
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Chinese (zh)
Inventor
王浩
王振江
刘慧云
朱峰
许涛
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General Technology Gropu Engineering Design Co ltd
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General Technology Gropu Engineering Design Co ltd
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Abstract

The utility model relates to a concrete storehouse top cone shell and storehouse top room steel form integration braced system belongs to silo construction formwork technical field. The system body comprises a conical shell steel template, a bin top chamber steel template, a steel cross beam and a steel upright post, wherein the lower end of the conical shell steel template is connected with the bin wall, and the upper end of the conical shell steel template is connected with the steel cross beam; the steel template of the bin top chamber is fixed on a steel beam, two ends of the steel beam are connected and fixed on a steel upright post, and the bottom end of the steel upright post is connected with the bin wall. The utility model discloses novel structure, it is simple to assemble on ground, and integral hoisting is swift, is favorable to the reduction of erection time, reduces scaffold work volume.

Description

Concrete storehouse top cone shell and storehouse top room steel form integration braced system
Technical Field
The utility model relates to a concrete storehouse top cone shell and storehouse top room steel form integration braced system belongs to silo construction formwork technical field.
Background
The concrete silo is large in height and diameter, the top conical shell of the silo is large in span, a scaffold frame and steel template system is adopted in the traditional construction technology, steel bars are bound on the top of the silo, the top concrete of the silo is poured, the scaffold frame and the steel template are removed after the concrete reaches the strength, and the process is long in construction period and high in manufacturing cost. As owners have become more demanding with respect to construction and cost, there is a need for a more innovative formwork system to reduce construction and cost.
Disclosure of Invention
The utility model discloses a remedy prior art not enough, provide a novel concrete storehouse top conical shell and storehouse top room steel form integration braced system.
In order to achieve the purpose, the utility model is realized by adopting the following technical scheme:
a concrete silo top conical shell and silo top chamber steel formwork integrated supporting system comprises a system body, wherein the system body comprises a conical shell steel formwork, a silo top chamber steel formwork, a steel cross beam and a steel upright post, the lower end of the conical shell steel formwork is connected with a silo wall, and the upper end of the conical shell steel formwork is connected with the steel cross beam; the steel template of the bin top chamber is fixed on a steel beam, two ends of the steel beam are connected and fixed on a steel upright post, and the bottom end of the steel upright post is connected with the bin wall.
Preferably, the conical shell steel template is fixed with the bin wall and the steel beam, the bin top chamber steel template is fixed with the steel beam, two ends of the steel beam are fixed with the steel upright post, and the steel upright post is fixed with the bin wall in a welding or bolt connection mode.
Preferably, the conical shell steel template is formed by welding flat steel plates; the steel moulding plate of the bin top chamber is formed by welding flat steel plates; the overall shape of the steel beam is linear, and the cross section of the steel beam is I-shaped; the overall shape of the steel upright post is linear, and the cross section is I-shaped.
Compared with the prior art, the utility model discloses an advantage lies in with positive effect:
the utility model discloses novel structure, it is simple to assemble on ground, and integral hoisting is swift, is favorable to the reduction of erection time, reduces scaffold work volume.
Drawings
FIG. 1 is a schematic top view of a concrete silo top conical shell formwork system capable of being integrally hoisted;
FIG. 2 is a schematic front view of a concrete silo top conical shell template system capable of being integrally hoisted;
the figures are numbered: 1 conical shell steel template, 2 cabin roof room steel templates, 3 steel crossbeams, 4 steel stands.
Detailed Description
In order to make the above objects, features and advantages of the present invention more clearly understood, the present invention will be further described with reference to the accompanying drawings and examples. It should be noted that the embodiments and features of the embodiments of the present application may be combined with each other without conflict.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced in other ways than those specifically described herein, and therefore the present invention is not limited to the limitations of the specific embodiments of the present disclosure.
The attached drawing is the utility model discloses a concrete embodiment, but concrete silo storehouse top cone shell steel form system of integral hoisting as shown in fig. 1-2, including cone shell steel form 1, storehouse top room steel form 2, steel crossbeam 3 and steel stand 4, cone shell steel form 1 and steel crossbeam 3 welding or bolted connection, as the template of concreting, storehouse top room steel form 1 and steel crossbeam 3 welding or bolted connection, as the template of pouring storehouse top room floor, steel crossbeam 3's both ends and steel stand 4 welding or bolted connection, whole equipment accomplishes back integral hoisting to the storehouse top, steel stand 4 and silo bulkhead welding or bolted connection. The conical shell steel template 1 is formed by welding flat steel plates; the steel moulding plate 2 of the bin top chamber is formed by welding flat steel plates; the overall shape of the steel beam 3 is linear, and the cross section is I-shaped; the overall shape of the steel upright 4 is linear and the cross section is i-shaped.
The working principle is as follows: the utility model discloses when using, at first will, awl shell steel form 1 is connected with steel crossbeam 3, steel crossbeam 3 and steel stand 4 welding or bolted connection, and storehouse top room steel form 2 and steel crossbeam 3, the whole back of accomplishing of installing of awl shell steel form 1 top surface installation reinforcing bar, integral hoisting to storehouse top, steel stand 4 and bulkhead welding or bolted connection. The diameter of the conical shell steel template 1 can be adjusted according to the use requirements of different projects, the number and the length of the steel cross beams 2 and the steel upright posts 4 are adjusted, and then all parts are welded or bolted together. The use requirements of different projects are met, the applicability is strong, and the popularization and the use are convenient.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in other forms, and any person skilled in the art may use the above-mentioned technical contents to change or modify the equivalent embodiment into equivalent changes and apply to other fields, but any simple modification, equivalent change and modification made to the above embodiments according to the technical matters of the present invention will still fall within the protection scope of the technical solution of the present invention.

Claims (6)

1. The integrated supporting system for the conical shell at the top of the concrete silo and the steel template of the silo top chamber comprises a system body and is characterized in that the system body comprises a conical shell steel template, a steel template of the silo top chamber, a steel cross beam and a steel upright post, the lower end of the conical shell steel template is connected with the silo wall, and the upper end of the conical shell steel template is connected with the steel cross beam; the steel template of the bin top chamber is fixed on a steel beam, two ends of the steel beam are connected and fixed on a steel upright post, and the bottom end of the steel upright post is connected with the bin wall.
2. The concrete silo top cone shell and silo top chamber steel template integrated supporting system of claim 1 is characterized in that the cone shell steel template is fixed with the silo wall and the steel cross beam, the silo top chamber steel template is fixed with the steel cross beam, two ends of the steel cross beam are fixed with the steel upright post, and the steel upright post is fixed with the silo wall in a welding or bolt connection mode.
3. The concrete silo top cone shell and silo top steel formwork integrated supporting system as claimed in claim 1, wherein the cone shell steel formwork is formed by welding flat steel plates.
4. The concrete silo top cone shell and silo top chamber steel formwork integrated supporting system as claimed in claim 3, wherein the silo top chamber steel formwork is formed by welding flat steel plates or profiled steel plates.
5. The concrete silo top conical shell and the silo top chamber steel formwork integrated supporting system as claimed in claim 3 or 4, wherein the steel cross beam is linear in overall shape and I-shaped in cross section.
6. The concrete silo top cone shell and silo top chamber steel formwork integrated supporting system as claimed in claim 5, wherein the overall shape of the steel upright post is linear and the cross section is I-shaped.
CN201920961311.2U 2019-06-25 2019-06-25 Concrete storehouse top cone shell and storehouse top room steel form integration braced system Active CN210263917U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920961311.2U CN210263917U (en) 2019-06-25 2019-06-25 Concrete storehouse top cone shell and storehouse top room steel form integration braced system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920961311.2U CN210263917U (en) 2019-06-25 2019-06-25 Concrete storehouse top cone shell and storehouse top room steel form integration braced system

Publications (1)

Publication Number Publication Date
CN210263917U true CN210263917U (en) 2020-04-07

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920961311.2U Active CN210263917U (en) 2019-06-25 2019-06-25 Concrete storehouse top cone shell and storehouse top room steel form integration braced system

Country Status (1)

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CN (1) CN210263917U (en)

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