CN216041202U - Device capable of reinforcing triangular steel component of foundation pit angle brace - Google Patents

Device capable of reinforcing triangular steel component of foundation pit angle brace Download PDF

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Publication number
CN216041202U
CN216041202U CN202122147756.7U CN202122147756U CN216041202U CN 216041202 U CN216041202 U CN 216041202U CN 202122147756 U CN202122147756 U CN 202122147756U CN 216041202 U CN216041202 U CN 216041202U
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China
Prior art keywords
steel
reinforcing
foundation pit
triangular
section steel
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Active
Application number
CN202122147756.7U
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Chinese (zh)
Inventor
谢晓东
周玉石
谢益飞
张群
周磊
李嘉晨
张亚风
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.)
Zhongji Engineering Shanghai Geotechnical Co ltd
Original Assignee
Shanghai Chengdi Rock Soil Design Co ltd
Shanghai Chengdixiangjiang Data Technology Co ltd
Chengdi Construction Group Co ltd
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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 CN202122147756.7U priority Critical patent/CN216041202U/en
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Abstract

The utility model relates to a device capable of reinforcing a triangular steel component of a foundation pit angle brace. The section steel is connected by high-strength bolts, the end plates are welded at two ends of the section steel, and the rib plates are welded between two flange plates of the section steel. The device can be used for reinforcing and connecting the steel triangular piece and the steel purlin of the foundation pit angle brace support. Compared with the prior art, the utility model has the advantages of simple installation, convenient transportation, environmental protection, obvious reinforcing effect on the diagonal brace support and the steel purlin, shortened support net distance and the like.

Description

Device capable of reinforcing triangular steel component of foundation pit angle brace
Technical Field
The utility model relates to a reinforcing triangular member, which is mainly applied to foundation pit assembled type steel supports in civil and industrial infrastructure construction.
Background
At present, various foundation pits begin to widely use steel supports as support forms, and in the foundation pit supported by fully-assembled type steel, a steel triangular component is commonly used in an area adopting an angle support to be connected with a steel purlin or a fender post so as to meet the requirements of the support integrity and the foundation pit stability. In the position with larger soil reaction force, in order to meet the requirements of integral stability and material rigidity, the conventional method is to shorten the supporting distance or adopt double-spliced or multi-spliced steel enclosing purlins, but the steel consumption is greatly increased, and the labor and construction cost are increased.
SUMMERY OF THE UTILITY MODEL
The utility model aims to reduce the supporting net distance on the premise of ensuring the safety of a foundation pit, strengthen the connection between the steel triangular component and the steel purlin and reduce the steel consumption and the construction cost.
A device capable of reinforcing a triangular steel component of a foundation pit angle brace comprises section steel, rib plates, end plates and high-strength bolt assemblies. The section steel is connected by high-strength bolts, the end plates are welded at two ends of the section steel, and the rib plates are welded between two flange plates of the section steel.
The device capable of reinforcing the triangular steel component of the foundation pit angle brace is characterized in that bolt holes are formed in two flange plates of profile steel and correspond to bolt holes of the angle brace support and the steel surrounding purlin one by one.
The device capable of reinforcing the steel triangular component of the foundation pit angle brace is characterized in that the welding position of the rib plates between the profile steel flange plates corresponds to the positions of the steel triangular component and the reinforcing ribs of the steel surrounding purlin.
The device capable of reinforcing the triangular steel component of the foundation pit angle brace is characterized in that the device finally forms an A-shaped base component (1), a B-shaped base component (2), a C-shaped base component (3), a D-shaped base component (4) and an E-shaped base component (5) through section steel, rib plates and end plates and through assembly.
A device capable of reinforcing a steel triangular component of a foundation pit corner brace is characterized by comprising the following steps:
(1) setting out a real model according to the construction drawing;
(2) assembling, namely installing a purlin and an assembling device according to the requirements of a drawing;
(3) the device is in place, and the steel triangular member reinforcing device is moved to a position to be constructed;
(4) connecting the triangular member reinforcing device with the steel triangular member and the steel purlin by using high-strength bolts;
(5) and supporting and pressurizing, and secondarily fastening all the bolts.
Compared with the prior art, the method has the following characteristics:
1. increase the connecting area of the angle brace support and the steel purlin.
Through supplementary the enhancement of diagonal brace steel triangle component, can the support whole with enclose purlin area of being connected to reduce and support the net interval with adjacent, when can make full use of support strength, increase the steel and enclose purlin intensity utilization ratio.
2. The bending moment that original triangle component can bear is increased.
When the soil reaction force is larger, the deformation of the triangular member support can be reduced by reinforcing the triangular member support.
Drawings
Fig. 1 is an exploded view of the device configuration.
FIG. 2 is an assembled effect diagram of the device
FIG. 3 is a combined field installation effect diagram
FIG. 4 is a high-strength bolt connection diagram
The labels in the figure are as follows: 1. the device comprises an A-type base component, 2 and B-type base components, 3 and C-type base components, 4 and D-type base components, 5 and E-type base components, 6, a device whole body, 7 and a steel support, 8 and a steel triangular component, 9 and a steel purlin.
Detailed Description
Example 1
As shown in figure 1, all the base members are connected by high-strength bolts as shown in figure 2, the direction of the placement of the inspection device is checked, bolt holes are aligned with the hole positions of the steel triangular members and the steel purlin, and the base members are connected by the high-strength bolts to form figure 3.
The device is used in the assembled profile steel angle brace of the foundation pit.
The method specifically comprises the following steps:
(1) setting out a real model according to the construction drawing;
(2) assembling, namely installing a purlin and an assembling device according to the requirements of a drawing;
(3) the device is in place, and the steel triangular member reinforcing device is moved to a position to be constructed;
(4) connecting the device with a steel triangular member and a steel purlin by using high-strength bolts;
(5) and applying prestress to the support, and secondarily fastening all the bolts.

Claims (5)

1. A device capable of reinforcing a triangular steel component of a foundation pit angle brace comprises section steel, rib plates, end plates and high-strength bolts. The section steel is connected by high-strength bolts, the end plates are welded at two ends of the section steel, and the rib plates are welded between two flange plates of the section steel.
2. The device for reinforcing the triangular steel structure of the foundation pit corner brace is characterized in that the section steel forms an angle of 15-45 degrees by cutting according to the requirements of different foundation structures.
3. The device for reinforcing the angle brace steel triangular component of the foundation pit as claimed in claim 1, wherein the bolt holes are formed in the two flange plates of the section steel and correspond to the bolt holes of the angle brace support and the steel purlin to be reinforced one by one.
4. The device for reinforcing the steel triangular component of the foundation pit corner brace is characterized in that the welding position of the rib plates between the profile steel flange plates corresponds to the positions of the steel triangular component to be reinforced and the reinforcing ribs of the steel purlin.
5. The device for reinforcing the triangular member of the foundation pit gusset steel as claimed in claim 1, wherein the device is assembled by the section steel, the rib plate and the end plate to finally form the A-type foundation member (1), the B-type foundation member (2), the C-type foundation member (3), the D-type foundation member (4) and the E-type foundation member (5).
CN202122147756.7U 2021-09-07 2021-09-07 Device capable of reinforcing triangular steel component of foundation pit angle brace Active CN216041202U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122147756.7U CN216041202U (en) 2021-09-07 2021-09-07 Device capable of reinforcing triangular steel component of foundation pit angle brace

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122147756.7U CN216041202U (en) 2021-09-07 2021-09-07 Device capable of reinforcing triangular steel component of foundation pit angle brace

Publications (1)

Publication Number Publication Date
CN216041202U true CN216041202U (en) 2022-03-15

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ID=80535899

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122147756.7U Active CN216041202U (en) 2021-09-07 2021-09-07 Device capable of reinforcing triangular steel component of foundation pit angle brace

Country Status (1)

Country Link
CN (1) CN216041202U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114809004A (en) * 2022-04-20 2022-07-29 东通岩土科技股份有限公司 Reinforced connection structure of triangular piece and foundation pit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114809004A (en) * 2022-04-20 2022-07-29 东通岩土科技股份有限公司 Reinforced connection structure of triangular piece and foundation pit

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Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20231127

Address after: Room J815, 3rd Floor, No. 5358 Huyi Road, Jiading District, Shanghai, June 2018

Patentee after: Zhongji Engineering (Shanghai) Geotechnical Co.,Ltd.

Address before: 201806 room j404, 3 / F, No. 5358, Huyi Road, Jiading District, Shanghai

Patentee before: Chengdi Construction Group Co.,Ltd.

Patentee before: Shanghai chengdixiangjiang Data Technology Co.,Ltd.

Patentee before: SHANGHAI CHENGDI ROCK-SOIL DESIGN Co.,Ltd.