CN219671362U - Section steel supporting dislocation connecting piece - Google Patents

Section steel supporting dislocation connecting piece Download PDF

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Publication number
CN219671362U
CN219671362U CN202320026314.3U CN202320026314U CN219671362U CN 219671362 U CN219671362 U CN 219671362U CN 202320026314 U CN202320026314 U CN 202320026314U CN 219671362 U CN219671362 U CN 219671362U
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CN
China
Prior art keywords
section steel
steel
connecting piece
support
section
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202320026314.3U
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Chinese (zh)
Inventor
刘国锋
武晨
沈晶晶
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Chengdi Rock Soil Design Co ltd
Shanghai Chengdixiangjiang Data Technology Co ltd
Chengdi Construction Group Co ltd
Original Assignee
Shanghai Chengdi Rock Soil Design Co ltd
Shanghai Chengdixiangjiang Data Technology Co ltd
Chengdi Construction Group Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shanghai Chengdi Rock Soil Design Co ltd, Shanghai Chengdixiangjiang Data Technology Co ltd, Chengdi Construction Group Co ltd filed Critical Shanghai Chengdi Rock Soil Design Co ltd
Priority to CN202320026314.3U priority Critical patent/CN219671362U/en
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Publication of CN219671362U publication Critical patent/CN219671362U/en
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Abstract

The utility model relates to a section steel support dislocation connecting piece which consists of section steel and a steel plate. The section steel in the section steel support dislocation connecting piece has the same specification and model as the section steel support medium-sized steel; the number of the section steel in the section steel support dislocation connecting piece is the same as that of the section steel in the section steel support; the included angle between the section steel and a steel plate is 90 ° The method comprises the steps of carrying out a first treatment on the surface of the The included angle between the section steel and the other steel plate is 0 ° ~45 ° The method comprises the steps of carrying out a first treatment on the surface of the The section steel and the steel plate are welded; the section steel supportsThe connecting piece is welded or bolted with the profile steel purlin; the section steel support connecting piece is connected with the section steel support through bolts. The section steel support dislocation connecting piece can achieve arbitrary angle connection between the section steel support and the steel enclosing purlin, the connection angle is more flexible, and the application range is wider.

Description

Section steel supporting dislocation connecting piece
Technical Field
The utility model belongs to the technical field of constructional engineering, and particularly relates to a profile steel support dislocation connecting piece
Background
And more inner supports in the field of foundation pit support are supported by section steel. Steel bracing system components are typically custom-built standard constructions that can only achieve 45 ° and 90 ° connection of the section steel bracing to the steel purlin. In practical engineering, the shape of the foundation pit is often irregular, and the section steel support and the steel purlin can form any angle.
In view of the above, it is necessary to provide a new type of profile steel support dislocation connector to solve the above-mentioned technical problems.
Disclosure of Invention
The utility model relates to a section steel support dislocation connecting piece which consists of section steel and a steel plate. The section steel in the section steel support dislocation connecting piece has the same specification and model as the section steel in the section steel support; the number of the section steel in the section steel support dislocation connecting piece is the same as that of the section steel in the section steel support; the included angle between the profile steel and a steel plate is 90 degrees; the included angle between the section steel and the other steel plate is 0-45 degrees; and the section steel and the steel plate are welded. The section steel support dislocation connecting piece can achieve arbitrary angle connection between the section steel support and the steel enclosing purlin, the connection angle is more flexible, and the application range is wider.
The utility model is realized by the following technical modes:
1. the section steel supporting dislocation connecting piece consists of section steel and a steel plate.
2. The section steel in the section steel support dislocation connecting piece has the same specification and model as the section steel in the section steel support;
3. the number of the section steel in the section steel support dislocation connecting piece is the same as that of the section steel in the section steel support;
4. the included angle between the section steel in the section steel support dislocation connecting piece and a steel plate is 90 degrees;
5. the included angle between the section steel in the section steel support dislocation connecting piece and the other steel plate is 0-45 degrees;
6. the section steel in the section steel support dislocation connecting piece is welded with a steel plate;
7. and the section steel supporting connecting piece is welded or connected with the section steel enclosing purlin through bolts.
8. The section steel support connecting piece is connected with the section steel support through bolts.
The beneficial effects of the utility model are as follows:
the section steel support dislocation connecting piece can achieve arbitrary angle connection between the section steel support and the steel enclosing purlin, the connection angle is more flexible, and the application range is wider.
Drawings
FIG. 1A is a schematic diagram of the present utility model applied to the engineering in a foundation pit
FIG. 2A is a schematic diagram II of the present utility model applied to the engineering in a foundation pit
FIG. 3 application of the utility model to the engineering in a pit
FIG. 4 the present utility model in a pit application of schematic diagram in engineering
FIG. 5 is a schematic view of the structure of the present utility model
FIG. 6 is a schematic diagram of a second embodiment of the present utility model
1-steel support dislocation connecting piece, 2-steel purlin, 3-steel support, 11-steel, 12-steel plate I and 13-steel plate II
Detailed Description
The utility model is described in further detail below with reference to the attached drawings and detailed description:
1. the number of the section steel 11 in the steel support dislocation connecting piece is the same as the specification and the model of the section steel support medium-sized steel.
2. The number of the section steel 11 in the steel support dislocation connecting piece is the same as the number of the section steel 1 in the section steel support.
3. The angle between the section steel 11 and the first steel plate 12 is 90 degrees.
4. The included angle between the profile steel 11 and the second steel plate 13 is 0-45 degrees.
5. The section steel 11 is welded with the first steel plate 12.
6. The section steel 11 is welded with the second steel plate 13.
7. The steel support dislocation connecting piece 1 and the profile steel enclosing purlin 2 are welded or connected through bolts.
8. The steel support dislocation connecting piece 1 is connected with the profile steel support 3 through bolts.

Claims (4)

1. The section steel support dislocation connecting piece is composed of section steel and steel plates, and is characterized in that the section steel and the section steel support middle section steel are identical in specification model number and quantity, and the section steel and the steel plate I (12) form an included angle of 90 ° The included angle between the profile steel and the second steel plate (13) is 0 ° ~45 °
2. The section steel supporting dislocation connection of claim 1 wherein the section steel is welded to the steel plate.
3. The section steel supporting dislocation connecting member as claimed in claim 1, wherein the section steel supporting dislocation connecting member is welded or bolted to the section steel purlin.
4. The section steel support dislocation connecting member as claimed in claim 1, wherein the section steel support dislocation connecting member is connected with the section steel support by bolts.
CN202320026314.3U 2023-01-06 2023-01-06 Section steel supporting dislocation connecting piece Active CN219671362U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320026314.3U CN219671362U (en) 2023-01-06 2023-01-06 Section steel supporting dislocation connecting piece

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320026314.3U CN219671362U (en) 2023-01-06 2023-01-06 Section steel supporting dislocation connecting piece

Publications (1)

Publication Number Publication Date
CN219671362U true CN219671362U (en) 2023-09-12

Family

ID=87897803

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320026314.3U Active CN219671362U (en) 2023-01-06 2023-01-06 Section steel supporting dislocation connecting piece

Country Status (1)

Country Link
CN (1) CN219671362U (en)

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