CN211089053U - Cable branch bearing steel structure for tower - Google Patents
Cable branch bearing steel structure for tower Download PDFInfo
- Publication number
- CN211089053U CN211089053U CN201922136989.XU CN201922136989U CN211089053U CN 211089053 U CN211089053 U CN 211089053U CN 201922136989 U CN201922136989 U CN 201922136989U CN 211089053 U CN211089053 U CN 211089053U
- Authority
- CN
- China
- Prior art keywords
- cable
- fixing plate
- cable fixing
- bearing
- plate
- 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
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a bearing steel construction is divided to cable for a tower section of thick bamboo, include: the bearing beam is used for bearing the weight of the whole steel structure and the cable and limiting the position of the steel structure in the tower barrel; the cable fixing plate is used for binding and limiting the cable; the limiting plate is connected with the cable fixing plate and the bearing beam and used for limiting the edge of the cable bound on the limiting plate; the strengthening rib firmly connects cable fixed plate and spandrel girder. The utility model discloses can accept the inside all weights that have the cable that needs to pass through the platform of a tower section of thick bamboo to can be orderly tie up and tie up on it, conveniently look for the line and reform, connect simply, convenient to use, the service life limit is long, has wide market prospect.
Description
Technical Field
The utility model relates to a bearing steel construction is divided to cable for a tower section of thick bamboo.
Background
The mounting means of the inside cable of a tower section of thick bamboo has a lot of varieties, cable is restrainted and the tight mode of clamp is more diversified, wherein it is most common with the tight mode of maintenance platform perforation and cable clamp splice clamp, the biggest difficult point of this kind of mode has two, the first position of punching on the platform often is not totally agreeing with the reality with size, and the degree of difficulty of later stage change is very big, the second is the weight of cable very big, and the material of cable clamp splice often can't be with pure steel structure, its bearing capacity is just very limited so, often need make a plurality of cable clamp splices and just can the safety fixing, it is with large costs and arrange complicacy, still occupy great tower inner space.
Disclosure of Invention
The utility model aims at solving the defects of the prior art, and providing a cable branch bearing steel structure for a tower cylinder with simple structure, convenient processing and convenient installation.
The utility model provides a bearing steel construction is divided to cable for a tower section of thick bamboo, characterized by: the cable fixing plate comprises a bearing beam, a cable fixing plate, a limiting plate and reinforcing ribs; the bearing beam is standard H-shaped steel and is fixed on the wall of the tower barrel; the cable fixing plate is made of a steel plate after cutting, punching and rounding and is connected with the bearing beam through a reinforcing rib; the limiting plates are made of cut steel plates and connected to two ends of the cable fixing plate; the reinforcing rib is made after the steel sheet cutting, connects between spandrel girder and cable fixed plate.
Wherein, the spandrel girder is standard H shaped steel, and both ends punch, conveniently fix on the connecting piece on the tower section of thick bamboo.
The cable fixing plate is formed by bending a steel plate after rounding, and the length of the cylindrical surface, the length of the plane and the length of the edge plane after bending are in a fixed unique proportion, so that the operation of an installer is facilitated to the greatest extent.
The arrangement mode of the long holes in the cable fixing plate is the best mode which is tested for multiple times and meets the structural requirements.
The arrangement mode of the reinforcing ribs is orderly, and the best mode is found out after various experiments.
Wherein the shape of the reinforcing rib is designed to be the best mode for meeting the actual requirement and the structural requirement.
Wherein, all adopt welding mode to connect between the adjacent contact surface of all pieces, satisfy structural requirement and actual demand.
The utility model discloses an useful part lies in: the cost input can be effectively reduced, the structural strength can be enhanced, the processing period can be shortened, and the installation is convenient.
Drawings
Fig. 1 is an overall external view of an embodiment of the present invention;
fig. 2 is an overall cross-sectional view of an embodiment of the invention;
fig. 3 is an overall front view of an embodiment of the present invention;
fig. 4 is an overall top view of an embodiment of the invention;
the symbols indicate ① bearing beams, ② cable fixing plates, ③ limit plates and ④ reinforcing ribs.
Detailed Description
The following detailed description of the embodiments of the present invention is made with reference to the accompanying drawings and examples: the following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.
The load beam ① comprises one piece of integral standard H-shaped steel.
The limiting plate ③ comprises two steel plates with standard thickness at two sides.
The stiffener ④ comprises a plurality of three types of standard thickness steel plates.
As shown in fig. 1, the present invention is an overall design form.
As shown in fig. 2, the ribs ④ are welded to the beam ① and the cable securing plate ②, and the retainer plate ③ is welded to the beam ① and the cable securing plate ②.
The above shows only the preferred embodiments of the present invention, and it should be noted that, for the technical field, several modifications and substitutions can be made without departing from the technical principle of the present invention, and these modifications and substitutions should also be considered as within the protection scope of the present invention.
Claims (5)
1. The utility model provides a bearing steel construction is divided to cable for a tower section of thick bamboo, characterized by: the cable fixing plate comprises a bearing beam, a cable fixing plate, a limiting plate and reinforcing ribs; the bearing beam is H-shaped steel and is fixed on the wall of the tower cylinder; the cable fixing plate is made of a steel plate after cutting, punching and rounding and is connected with the bearing beam through a reinforcing rib; the limiting plates are made of cut steel plates and connected to two ends of the cable fixing plate; the reinforcing rib is made after the steel sheet cutting, connects between spandrel girder and cable fixed plate.
2. The cable distribution load-bearing steel structure for the tower drum as claimed in claim 1, wherein: the long hole arrangement mode of the cable fixing plate is orderly arranged in pairs and in multiple rows in an asymmetrical manner.
3. The cable distribution load-bearing steel structure for the tower drum as claimed in claim 1, wherein: the cable fixing plate is designed in a fixed proportion by the overall appearance, the middle part of the cable fixing plate is rounded, the edge of the cable fixing plate is folded, and the length of each plane is fixed.
4. The cable distribution load-bearing steel structure for the tower drum as claimed in claim 1, wherein: the arrangement mode of the reinforcing ribs between the bearing beam and the cable fixing plate, and the plate thickness of the reinforcing ribs and the space between two adjacent reinforcing ribs are designed in a fixed proportion.
5. The cable distribution load-bearing steel structure for the tower drum as claimed in claim 1, wherein: the appearance and the composition mode of the reinforcing rib between the spandrel girder and the cable fixing plate are fixed and unique structures designed according to actual requirements and structural requirements.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922136989.XU CN211089053U (en) | 2019-12-03 | 2019-12-03 | Cable branch bearing steel structure for tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922136989.XU CN211089053U (en) | 2019-12-03 | 2019-12-03 | Cable branch bearing steel structure for tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211089053U true CN211089053U (en) | 2020-07-24 |
Family
ID=71628216
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922136989.XU Active CN211089053U (en) | 2019-12-03 | 2019-12-03 | Cable branch bearing steel structure for tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211089053U (en) |
-
2019
- 2019-12-03 CN CN201922136989.XU patent/CN211089053U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103233550B (en) | Prefabricated PC honeycomb web steel beam | |
| CN109113263A (en) | Construction method for reinforcing steel structure beam or column | |
| KR20180051164A (en) | Strengthening apparatus and method of lightweight steel truss members by external prestressing | |
| CN211089053U (en) | Cable branch bearing steel structure for tower | |
| US10823150B2 (en) | Connecting structure for steel tube truss and tower barrel of lattice wind power generation tower, prestressed polygon wind tower provided with circular box girder for direct fan on top of tower, wind power generation tower, and wind tower having prestressed anti-fatigue structure | |
| CN108035444B (en) | Method for connecting double-steel-plate shear wall and floor slab hogging moment reinforcing steel bars | |
| CN204238349U (en) | A kind of H-shaped steel of corrugated web cable channel | |
| CN202509667U (en) | Combined steel bar truss floor bearing plate | |
| CN201237024Y (en) | Cable bridge | |
| CN107338896B (en) | Steel plate truss type bearing plate | |
| CN201460022U (en) | Cold bending thin-wall welded steel truss purline | |
| CN112144686B (en) | Green assembled buckling restrained brace | |
| CN212104806U (en) | Novel concrete-filled steel tube flange-corrugated web composite beam | |
| CN211499454U (en) | Environment-friendly H-shaped steel | |
| CN203223639U (en) | Large-span steel bridge | |
| CN205604259U (en) | A combination shaped steel supporting beam of truss -like | |
| CN217461186U (en) | Steel pipe confined concrete column with shear keys embedded in core area | |
| CN216516478U (en) | High-strength cold-roll forming I-shaped steel beam matched with socket type disc buckle support for use | |
| CN210947406U (en) | Steel pipe prestressed web composite beam | |
| CN101649930A (en) | High-strength cable bridge | |
| CN209568536U (en) | A kind of outrigger widening structure | |
| CN109487941A (en) | A kind of steel bar truss floor support plate | |
| CN210562895U (en) | High strength assembled superstructure system | |
| CN213142761U (en) | Steel structure web for bridge engineering | |
| CN109914230B (en) | Combined box girder |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |