CN210712852U - Municipal administration communication pipeline suspension type protection device - Google Patents
Municipal administration communication pipeline suspension type protection device Download PDFInfo
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- CN210712852U CN210712852U CN201921244022.7U CN201921244022U CN210712852U CN 210712852 U CN210712852 U CN 210712852U CN 201921244022 U CN201921244022 U CN 201921244022U CN 210712852 U CN210712852 U CN 210712852U
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- wire rope
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Abstract
The utility model relates to a municipal administration communication pipeline suspension type protection device, including channel-section steel, two steel sheet piles, the steel sheet of bending, an at least wire rope, its characterized in that: the steel sheet is bent according to communication pipeline's width and is processed into the groove and form the steel sheet of bending, bends at least one hole in the steel sheet left and right sides upper edge outside, and a wire rope is connected to the joggle of steel sheet both sides of bending, and wire rope suspends in midair on the channel-section steel, and the channel-section steel both ends are set up on two steel sheet piles, and the both sides of beating the foundation ditch are inserted respectively to two steel sheet piles to fix subaerial, and the whole body forms one and suspends the atress system in midair, and communication pipeline penetrates the steel sheet inslot of.
Description
Technical Field
The utility model belongs to a municipal administration pipeline suspension type protection device, concretely relates to important special communication pipeline suspension type protection device.
Background
The municipal engineering usually involves excavation of a foundation pit, and pipelines below urban roads have high complexity.
The available pipeline of various pipelines of ordinary municipal administration moves and changes or carries out the soil body reinforcement to original pipeline and handles, and is big to some foundation ditch excavation depths, and the pipeline vibration to periphery is big during construction protection and bearing structure, causes the pipeline to break easily.
The traditional pipeline protection is characterized in that modes such as pipeline moving and changing, soil body reinforcement, isolation construction and unloading protection are omitted, but when aiming at communication optical cables such as national defense optical cables, mobile optical cables and communication optical cables, excavation construction needs to be cautious, and the protection of pipelines is particularly important.
Disclosure of Invention
The utility model discloses an aim at overcoming not enough of the aspect of the pipeline protection construction among the traditional municipal works foundation ditch excavation process, provide a simpler and easier protection device, satisfy the operation requirement of communication pipeline protection construction. Adopt the utility model discloses, can handle municipal pipeline construction protection, the operation is convenient, and the construction is simply effectual.
The utility model discloses an adopt following technical scheme:
the utility model provides a municipal administration communication pipeline suspension type protection device, includes channel-section steel, two steel sheet piles, the steel sheet of bending, an at least wire rope, its characterized in that: the steel sheet is bent according to communication pipeline's width and is processed into the groove and form the steel sheet of bending, bends at least one hole in the steel sheet left and right sides upper edge outside, and a wire rope is connected to the joggle of steel sheet both sides of bending, and wire rope suspends in midair on the channel-section steel, and the channel-section steel both ends are set up on two steel sheet piles, and the both sides of beating the foundation ditch are inserted respectively to two steel sheet piles to fix subaerial, and the whole body forms one and suspends the atress system in midair, and communication pipeline penetrates the steel sheet inslot of.
The utility model discloses still include four square steels, four square steels are fixed respectively on the steel sheet left and right sides of bending, and two square steels are fixed to the steel sheet every side of bending.
The utility model discloses still include two at least fasteners, fixed fastener on every hole in the steel sheet edge outside of bending, on two fasteners of the steel sheet both sides of bending are connected at the wire rope both ends.
The utility model discloses still include the square timber backing plate, the square timber backing plate is laid in the bottom at the steel sheet of bending.
The steel sheet pile is changed into a crown beam, and two ends of the channel steel are fixed on the crown beam.
When the device is used, the number of the suspension bending steel plates is determined by combining the comprehensive analysis of the width of the foundation pit and the width of the pipeline crossing the foundation pit, the pipeline is arranged in the suspension bending steel plates in a segmented mode, and the suspension object is supported by the upper steel wire rope and the channel steel, so that the protection construction of the pipeline is realized.
The utility model discloses but wide application in the protection construction that suspends in midair of municipal pipeline. Through the utility model discloses, can realize the underground line protection construction of municipal administration foundation ditch excavation scope, the construction is simple and convenient and need not to move and change the pipeline.
Drawings
Fig. 1 is a schematic plan view of the present invention.
Fig. 2 is a schematic sectional view of the present invention.
Detailed Description
The invention will be further described with reference to the accompanying drawings.
As shown in fig. 1 and 2, the utility model discloses contain channel-section steel 1, two steel sheet piles 2, two wire rope 3, square wood backing plate 4, steel sheet 5, four square steel 6 and four fasteners 7, its characterized in that: the method comprises the steps of bending steel plates according to the width of a communication pipeline to form a bent steel plate 5, welding and fixing two pieces of square steel 6 on each side of the left side and the right side of three faces, cutting two holes of 10cm at the outer side of the upper edge of the bent steel plate 5 after being processed into the grooves at a clear distance of 10cm, placing two fasteners 7, connecting two pieces of fasteners 7 on two symmetrical sides of the bent steel plate 5 with one steel wire rope 3, laying a square wood base plate 4 at the bottom of the bent steel plate 5, suspending the two steel wire ropes 3 on a channel steel 1, erecting two ends of the channel steel 1 on two steel plate piles 2, inserting the two steel plate piles 2 into two sides of a foundation pit respectively, fixing the two steel plate piles on the ground, forming a suspending stress system integrally, enabling the communication pipeline to penetrate into the grooves of the bent steel plate 5, and. Of course, both ends of the channel steel 1 can be fixed on the crown beam.
During the use, according to the width of stretching over the foundation ditch of foundation ditch width and pipeline, confirm to use the utility model discloses the steel sheet quantity of bending that suspends in midair, with the pipeline segmentation arrange in the steel sheet of bending that suspends in midair, utilize upper portion wire rope and channel-section steel will suspend in midair the thing and hold up, realize the protection construction to the pipeline.
The utility model discloses but wide application in the protection construction that suspends in midair of municipal pipeline. Through the utility model discloses, can realize the underground line protection construction of municipal administration foundation ditch excavation scope, the construction is simple and convenient and need not to move and change the pipeline.
The present invention has been demonstrated in terms of preferred embodiments, and it will be apparent to those skilled in the art that many changes and modifications can be made in the technical solution of the present invention without departing from the scope of the invention, or modifications and equivalents thereof can be made by using the technical contents disclosed above. Therefore, any simple modification, equivalent change and modification made to the above embodiments by the technical entity of the present invention should fall within the protection scope of the technical solution of the present invention.
Claims (5)
1. The utility model provides a municipal administration communication pipeline suspension type protection device, includes channel-section steel, two steel sheet piles, the steel sheet of bending, an at least wire rope, its characterized in that: the steel sheet is bent according to the width of communication pipeline and is processed into the groove and form the steel sheet of bending, bends the steel sheet left and right sides upper edge outside and cuts a hole at least, bends the jogged joint wire rope of steel sheet both sides, and wire rope suspends in midair on the channel-section steel, and the channel-section steel both ends are set up on two steel sheet piles, and two steel sheet piles are inserted respectively and are beaten the both sides of foundation ditch to fix subaerial.
2. The municipal communication line overhead protection device of claim 1, wherein: the steel plate bending device is characterized by further comprising four pieces of square steel, wherein the four pieces of square steel are respectively fixed on the left side and the right side of the bending steel plate, and two pieces of square steel are fixed on each side of the bending steel plate.
3. The municipal communication line overhead protection device of claim 1, wherein: the steel wire rope bending device is characterized by further comprising at least two fasteners, one fastener is fixed on each hole on the outer side of the edge of the bent steel plate, and two ends of the steel wire rope are connected with the two fasteners on two sides of the bent steel plate.
4. The municipal communication line overhead protector of claim 1, 2 or 3, wherein: the bending steel plate bending device further comprises a square wood base plate, and the square wood base plate is arranged at the bottom of the bending steel plate.
5. The municipal communication line overhead protection device of claim 4, wherein: the steel sheet pile is changed into a crown beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921244022.7U CN210712852U (en) | 2019-08-02 | 2019-08-02 | Municipal administration communication pipeline suspension type protection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921244022.7U CN210712852U (en) | 2019-08-02 | 2019-08-02 | Municipal administration communication pipeline suspension type protection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210712852U true CN210712852U (en) | 2020-06-09 |
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ID=70966372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921244022.7U Active CN210712852U (en) | 2019-08-02 | 2019-08-02 | Municipal administration communication pipeline suspension type protection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210712852U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112018717A (en) * | 2020-08-27 | 2020-12-01 | 广东电网有限责任公司 | Cable joint protector |
| CN112095619A (en) * | 2020-09-08 | 2020-12-18 | 中建一局集团第二建筑有限公司 | Protection device for underground original pipeline and construction method thereof |
| CN112376547A (en) * | 2020-12-08 | 2021-02-19 | 中国二十冶集团有限公司 | Construction method for passing cable trench under pipeline |
-
2019
- 2019-08-02 CN CN201921244022.7U patent/CN210712852U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112018717A (en) * | 2020-08-27 | 2020-12-01 | 广东电网有限责任公司 | Cable joint protector |
| CN112095619A (en) * | 2020-09-08 | 2020-12-18 | 中建一局集团第二建筑有限公司 | Protection device for underground original pipeline and construction method thereof |
| CN112376547A (en) * | 2020-12-08 | 2021-02-19 | 中国二十冶集团有限公司 | Construction method for passing cable trench under pipeline |
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