CN213683300U - Be applied to high altitude and face limit steel construction guardrail base - Google Patents
Be applied to high altitude and face limit steel construction guardrail base Download PDFInfo
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- CN213683300U CN213683300U CN202022192928.8U CN202022192928U CN213683300U CN 213683300 U CN213683300 U CN 213683300U CN 202022192928 U CN202022192928 U CN 202022192928U CN 213683300 U CN213683300 U CN 213683300U
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Abstract
The utility model discloses a be applied to high altitude and face limit steel construction guardrail base, its structure includes that its structure includes and welds into U type support by #5 channel-section steel, and U type support opening side hangs in steel construction H shaped steel pterygoid lamina one end, and the other end passes through the clamp plate and fastens the channel-section steel at the other end of H shaped steel pterygoid lamina with M20 high strength bolt, forms fixed knot and constructs, and the extension welding of U type support has 50 pipeline sleeves, is used for movable railing to insert and forms the guardrail in the sleeve; the side beam wing plate is suitable for steel structure engineering with 200-300 mmH-shaped steel of the side beam wing plate, is convenient to assemble and disassemble and is flexible to erect; is a technical innovation of one-time expansibility in the prior art, and has good popularization and use values.
Description
Technical Field
The utility model relates to a building protection field specifically is a be applied to high altitude and face limit steel construction guardrail base.
Background
In building construction, the high-altitude guard rail ensures the life safety of constructors, provides a safe and reliable construction site and is often used. However, the existing high-altitude protective guard is generally made of all-metal materials, is heavy, is complex in installation and disassembly processes, has great potential safety hazards in the high-altitude installation process, increases the workload, and is troublesome in the transportation process.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the main technical problem who solves how to provide one kind and be applied to the high altitude and face limit steel construction guardrail base and be applicable to the boundary beam pterygoid lamina and be 200~300mmH shaped steel's steel construction engineering, install and remove the convenience, set up the flexibility.
In order to solve the technical problem, the utility model discloses a technical scheme be: the utility model provides a be applied to high altitude and face limit steel construction guardrail base, its structure includes and is welded into U type support by the #5 channel-section steel, and U type support opening side hangs in steel construction H shaped steel pterygoid lamina one end, and the other end fastens the channel-section steel at the other end of H shaped steel pterygoid lamina with M20 high strength bolt through the clamp plate, forms fixed knot and constructs, and the extension welding of U type support has 50 pipe sleeve of branch for movable railing inserts and forms the guardrail in the sleeve.
Preferably, a cushion block of 20mm is welded at the bottom of the pressure plate.
Preferably the hot 50 pipeline sleeves are 300mm high.
Preferably, the M20 high strength bolt is welded with nut cats made from bent global 6 round steel.
The utility model discloses beneficial effect:
1. the disassembling and assembling process of the floor type scaffold on the outer wall is omitted, the scaffold is used for finishing construction after one-time assembly, the construction is not limited by the height of a building, and manpower and materials are greatly saved.
2. The assembly and disassembly are convenient, the erection is flexible, the installation length is easy to adjust, and the connection of the pressing plate is simple.
3. The scaffold is economical, consumes less time, labor and materials compared with the traditional scaffold, is simple to manufacture, has lower one-time investment cost, and can be recycled.
4. Compare traditional scaffold frame and practice thrift area, construction convenience.
5. Compared with the traditional scaffold, the safety angle is greatly improved, the high-altitude operation is reduced, and the scaffold has great development advantages particularly in high-rise buildings.
6. The appearance of the traditional scaffold is broken through, the overall image of the construction project is simpler and more standard, and the safety civilization image of the construction project can be more effectively and more intuitively displayed.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained without inventive work, wherein:
FIG. 1 is a schematic structural diagram of an embodiment of the present invention;
FIG. 2 is a schematic top view of the present invention in FIG. 1;
FIG. 3 is an enlarged view of the nut cat-paw of the present invention;
fig. 4 is a schematic view of the combined structure of the guardrail base and the H-shaped steel wing plate of the present invention.
Reference numerals:
1-U-shaped bracket; 11-an extension; 2-H-beam flanges; 3, pressing a plate; 31-a cushion block; 4-M20 high strength bolts; 41-nut cat claw; 5-braconing 50 conduit sleeves.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely below, and it should be apparent that the described embodiments are only some embodiments of the present invention, but not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Please refer to fig. 1-4, in an embodiment of the present invention, a steel structure guardrail base for high altitude is applied, its structure includes a U-shaped bracket (1) welded by #5 channel steel, the opening side of the U-shaped bracket is hung on one end of a steel structure H-shaped steel wing plate (2), the other end is fastened with the channel steel at the other end of the H-shaped steel wing plate (2) by a M20 high strength bolt (4) through a pressing plate (3), forming a fixed structure, a extension part (11) of the U-shaped bracket (1) is welded with a 50 conduit sleeve (5) for a movable railing to insert into the sleeve to form a guardrail.
In the specific implementation process, a cushion block (31) with the diameter of 20mm is welded at the bottom of the pressing plate (3).
In the specific implementation process, the sleeves (5) of the hot stamp 50 are 300mm high.
In the specific implementation process, the M20 high strength bolt (4) is welded with a nut cat claw (41) bent from hot 6 round.
The above only is the embodiment of the present invention, not limiting the patent scope of the present invention, all of which utilize the equivalent structure or equivalent flow transformation made by the content of the specification of the present invention, or directly or indirectly applied to other related technical fields, all included in the same way in the patent protection scope of the present invention.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (4)
1. The utility model provides a be applied to high altitude and face limit steel construction guardrail base, a serial communication port, the structure includes and welds into U type support by the #5 channel-section steel, U type support opening side hangs in steel construction H shaped steel pterygoid lamina one end, and the other end fastens the channel-section steel at the other end of H shaped steel pterygoid lamina through M20 high strength bolt for the clamp plate, forms fixed knot and constructs, and the extension welding of U type support has 50 pipeline sleeves of braver for movable railing inserts and forms the guardrail in the sleeve.
2. The guardrail base applied to the high-altitude edge-facing steel structure is characterized in that a cushion block of 20mm is welded at the bottom of the pressure plate.
3. The high altitude limb steel structure guardrail base of claim 1, characterized in that the sleeve height of the 50 pipes is 300 mm.
4. The guardrail base applied to the high-altitude bordering steel structure is characterized in that M20 high-strength bolts are welded with nut cats made of 6 round steel brans.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022192928.8U CN213683300U (en) | 2020-09-30 | 2020-09-30 | Be applied to high altitude and face limit steel construction guardrail base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022192928.8U CN213683300U (en) | 2020-09-30 | 2020-09-30 | Be applied to high altitude and face limit steel construction guardrail base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213683300U true CN213683300U (en) | 2021-07-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022192928.8U Active CN213683300U (en) | 2020-09-30 | 2020-09-30 | Be applied to high altitude and face limit steel construction guardrail base |
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| CN (1) | CN213683300U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944339A (en) * | 2021-10-29 | 2022-01-18 | 国网河北省电力有限公司衡水供电分公司 | Fixing device and protective structure for installing steel structure fence |
-
2020
- 2020-09-30 CN CN202022192928.8U patent/CN213683300U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944339A (en) * | 2021-10-29 | 2022-01-18 | 国网河北省电力有限公司衡水供电分公司 | Fixing device and protective structure for installing steel structure fence |
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