CN205244612U - A horizontal suspension structure for protection of 220kV cable normal position - Google Patents

A horizontal suspension structure for protection of 220kV cable normal position Download PDF

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Publication number
CN205244612U
CN205244612U CN201520969443.1U CN201520969443U CN205244612U CN 205244612 U CN205244612 U CN 205244612U CN 201520969443 U CN201520969443 U CN 201520969443U CN 205244612 U CN205244612 U CN 205244612U
Authority
CN
China
Prior art keywords
box culvert
midair
cable
suspends
protection
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.)
Expired - Fee Related
Application number
CN201520969443.1U
Other languages
Chinese (zh)
Inventor
王文灿
郭靖
安文河
贾虎军
任富芝
王会刚
刘永君
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.)
China Construction Sixth Engineering Division Co Ltd
Original Assignee
China Construction Sixth Engineering Division 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 China Construction Sixth Engineering Division Co Ltd filed Critical China Construction Sixth Engineering Division Co Ltd
Priority to CN201520969443.1U priority Critical patent/CN205244612U/en
Application granted granted Critical
Publication of CN205244612U publication Critical patent/CN205244612U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a horizontal suspension structure for protection of 220kV cable normal position, include the truss of fixing directly over the cable protection box culvert and set up the layer board that suspends in midair below the cable protection box culvert the top of truss is equipped with the multichannel and suspends roof beam, all in midair rather than the vertically suspend the roof beam in midair and evenly arrange the below of suspending the layer board in midair be equipped with the multichannel with that suspends about roof beam one -to -one in midair suspends joist, relative up -down in midair suspend in midair the joist with the both ends of suspending the roof beam in midair respectively link to each other through a chain block. The utility model discloses stable in structure is reliable, non -deformable, and the differential settlement that can guarantee the box culvert is within 2cm. Dynamic adjustment can carry out to adjust very in a flexible way. Can avoid the damage of concrete box culvert among the protection process, strengthen the wholeness of box culvert, make whole box culvert form the ductility structure, can avoid underpining the damage to the box culvert many times, can avoid box culvert differential settlement's production.

Description

For the horizontal suspension structure of 220kV cable in-situ conservation
Technical field
The utility model relates to a kind of in-situ conservation structure of cable, particularly a kind of horizontal suspension structure for 220kV cable in-situ conservation.
Background technology
In Construction of Urban Rail Traffic process, often can run into various pipelines, major part can be taked to cut the mode changing, and for 220kV and above high-tension cable, needs to carry out in-situ conservation. 220kV and above high-tension cable are arranged in the box culvert of spigot-and-socket conventionally, around box culvert inner cable, are abound with the discrete materials such as yellow sand. In the time carrying out the in-situ conservation of cable, the relative settlement control of box culvert is very strict, generally in 2cm left and right.
In the main structure construction stage in foundation ditch, cable need carry out integrated support protection. Current, in the time adopting lid to dig in reverse construction foundation ditch agent structure, an overfill protection of cable generally adopts the mode of Pipeline Bridge, above structure roof, applies trestle, cable is fixed on to below or a side of trestle. Trestle is supported by the ground-connecting-wall of foundation ditch both sides. This protection structure exists construction complicated, the uppity shortcoming of cable protection box culvert reversed process. In order to solve the problems of the technologies described above, truss suspension protection structure is now proposed, the horizontal suspension structure of cable just becomes the technical problem that current urgent need solves so. Because cable box culvert adopts bell and spigot frame, a little less than contact relative thin, especially, in the situation that repeatedly underpining, more should reinforce or seal processing to it. Next is that relative settlement very easily appears in the distortion of box culvert, therefore need take regulative mode flexibly dynamically to correct for the horizontal suspension structure of cable protection.
Summary of the invention
The utility model provides a kind of horizontal suspension structure for 220kV cable in-situ conservation for solving the technical problem existing in known technology, and this structure can ensure that the relative settlement of box culvert is in 2cm, and is convenient to dynamic adjustments.
The technical scheme that the utility model is taked for the technical problem existing in solution known technology is: a kind of horizontal suspension structure for 220kV cable in-situ conservation, comprise the suspention supporting plate that is fixed on the truss directly over cable protection box culvert and is arranged on cable protection box culvert below, above described truss, be provided with the perpendicular suspention beam of multiple tracks, all described suspention beams are evenly arranged, below described suspention supporting plate, be provided with multiple tracks and described suspention beam suspends joist up and down one to one in midair, the two ends of described suspention joist opposing upper and lower and described suspention beam are respectively connected by a chain block.
Described suspention beam and described suspention joist are all made up of I-steel.
Advantage and the good effect that the utlity model has are: adopt many groups by suspending beam and suspention joist in midair and being connected to the flexible overhung construction that the chain block at their two ends forms, box culvert and inner load thereof are delivered on truss, Stability Analysis of Structures is reliable, not yielding, can ensure that the relative settlement of box culvert is in 2cm. Take chain block to suspend in midair, can carry out dynamic adjustments, and regulate very flexible. Adopt the structure that suspention supporting plate is set below cable protection box culvert; can avoid the damage of concrete box culvert in protection process, strengthen the globality of box culvert simultaneously, make whole box culvert form ductility structure; the damage to box culvert can be avoided repeatedly underpining, the generation of box culvert relative settlement can be avoided.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the side view of Fig. 1.
In figure: 1, cable protection box culvert; 2, truss; 3, suspention supporting plate; 4, suspention beam; 5, suspention joist, 6, chain block.
Detailed description of the invention
For further understanding summary of the invention of the present utility model, Characteristic, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
Refer to Fig. 1~Fig. 3; a kind of horizontal suspension structure for 220kV cable in-situ conservation; comprise the truss 2 being fixed on directly over cable protection box culvert 1 and the suspention supporting plate 3 that is arranged on cable protection box culvert 1 below; above described truss 2, be provided with the perpendicular suspention beam 4 of multiple tracks; all described suspention beams 4 are evenly arranged; below described suspention supporting plate 3, be provided with multiple tracks and described suspention beam 4 suspends joist 5 up and down one to one in midair, the two ends of described suspention joist 5 opposing upper and lower and described suspention beam 4 are respectively connected by a chain block 6.
In the present embodiment, described suspention beam 4 and described suspention joist 5 are all made up of I-steel.
Although by reference to the accompanying drawings preferred embodiment of the present utility model is described above; but the utility model is not limited to above-mentioned detailed description of the invention; above-mentioned detailed description of the invention is only schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; not departing from the scope situation that the utility model aim and claim protect, can also make a lot of forms, within these all belong to protection domain of the present utility model.

Claims (2)

1. the horizontal suspension structure for 220kV cable in-situ conservation; it is characterized in that; comprise the suspention supporting plate that is fixed on the truss directly over cable protection box culvert and is arranged on cable protection box culvert below; above described truss, be provided with the perpendicular suspention beam of multiple tracks; all described suspention beams are evenly arranged; below described suspention supporting plate, be provided with multiple tracks and described suspention beam suspends joist up and down one to one in midair, the two ends of described suspention joist opposing upper and lower and described suspention beam are respectively connected by a chain block.
2. the horizontal suspension structure for 220kV cable in-situ conservation according to claim 1, is characterized in that, described suspention beam and described suspention joist are all made up of I-steel.
CN201520969443.1U 2015-11-27 2015-11-27 A horizontal suspension structure for protection of 220kV cable normal position Expired - Fee Related CN205244612U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520969443.1U CN205244612U (en) 2015-11-27 2015-11-27 A horizontal suspension structure for protection of 220kV cable normal position

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520969443.1U CN205244612U (en) 2015-11-27 2015-11-27 A horizontal suspension structure for protection of 220kV cable normal position

Publications (1)

Publication Number Publication Date
CN205244612U true CN205244612U (en) 2016-05-18

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520969443.1U Expired - Fee Related CN205244612U (en) 2015-11-27 2015-11-27 A horizontal suspension structure for protection of 220kV cable normal position

Country Status (1)

Country Link
CN (1) CN205244612U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109024670A (en) * 2018-06-25 2018-12-18 中国建筑第八工程局有限公司 Underground pipe gallery protection reinforcement system and reinforcement means are worn on buried high-tension cable

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109024670A (en) * 2018-06-25 2018-12-18 中国建筑第八工程局有限公司 Underground pipe gallery protection reinforcement system and reinforcement means are worn on buried high-tension cable

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160518

Termination date: 20201127

CF01 Termination of patent right due to non-payment of annual fee