CN214738254U

CN214738254U - Integrated pipe ditch structure for urban hydroelectric line layout

Info

Publication number: CN214738254U
Application number: CN202023339752.0U
Authority: CN
Inventors: 陆建东
Original assignee: Jiangsu Zhongda Construction Engineering Co ltd
Current assignee: Jiangsu Zhongda Construction Engineering Co ltd
Priority date: 2020-12-31
Filing date: 2020-12-31
Publication date: 2021-11-16
Anticipated expiration: 2030-12-31

Abstract

The utility model relates to a comprehensive trench structure that urban hydroelectric line laid relates to the field that municipal administration pipe hydroelectric line installation was laid, and it includes the trench body, the inside wall of trench body is vertical to be equipped with first bearing board, it is equipped with a plurality of backup pads to slide on the first bearing board, it is equipped with first locking lever to slide in the backup pad, and first bearing board is opened along the direction of height of first bearing board has a plurality of first locking holes that supply first locking lever male, is equipped with the drive assembly who is used for driving first locking lever and removes in the first backup pad. The distance between adjacent pipelines can be adjusted, and the possibility of mutual interference between the adjacent pipelines is reduced.

Description

Integrated pipe ditch structure for urban hydroelectric line layout

Technical Field

The application relates to the field of municipal administration pipe water and electricity circuit installation and layout, especially relates to a comprehensive trench structure that city water and electricity circuit laid.

Background

Telecommunication cable pipelines, low-voltage distribution cable pipelines, water supply pipelines, thermal pipelines and the like can be laid in the comprehensive pipe trench according to actual requirements. Compare traditional municipal administration utility line singly and bury the mode, city is synthesized the trench and is had obvious advantage: the comprehensive investment is carried out once, and the repeated excavation of the ground is avoided; the disaster prevention performance is good; unified management, convenient maintenance reduces administrative cost.

Chinese patent CN212001267U of the related art discloses a common-wall drainable integrated pipe trench, which includes a power pipe trench and an integrated pipe trench, wherein the power pipe trench and the integrated pipe trench are adjacently arranged side by side and in parallel and share adjacent side walls; lay the forceful electric power pipeline in the electric power trench, the ditch inside wall is provided with electric power pipeline support, synthesizes the trench and lays plumbing, fire control, weak point pipeline, and the ditch inside wall is provided with the pipeline support, and electric power pipeline and comprehensive pipeline support are the galvanized steel frame. When two different pipe ditches are laid in parallel, the shared side wall saves the space and land occupation, reduces the excavation section and reduces the engineering cost.

In view of the above-mentioned related technologies, the inventor believes that the distance between adjacent brackets in the galvanized steel frame is a fixed distance, and the different pipelines installed on the galvanized steel frame are likely to have mutual influence or interference phenomenon, thereby affecting the normal use of the pipelines.

SUMMERY OF THE UTILITY MODEL

In order to facilitate the distance between the adjacent pipeline of regulation, this application provides the comprehensive trench structure that urban hydroelectric circuit laid.

The utility model provides a comprehensive trench structure that urban hydroelectric circuit laid adopts following technical scheme:

the utility model provides a comprehensive trench structure that urban hydroelectric line laid, includes the trench body, the inside wall of trench body is vertical to be equipped with first bearing board, it is equipped with a plurality of backup pads to slide on the first bearing board, it is equipped with first locking pole to slide in the backup pad, and first bearing board is opened along the direction of height of first bearing board has a plurality of first locking holes that supply first locking pole male, is equipped with the drive assembly who is used for driving first locking pole and removes in the first backup pad.

Through adopting above-mentioned technical scheme, utilize the backup pad to support the pipeline of laying, when needing to adjust the distance between the adjacent pipeline, portable backup pad to utilize drive assembly drive first locking pole to insert in the first locking hole, thereby reach the purpose of fixed support board, and then can accomplish the regulation of distance between the adjacent pipeline.

Optionally, a first sliding block is arranged at an end of the first supporting plate, the first supporting plate is provided with a first sliding groove for the first sliding block to slide, and the first sliding block is provided with a through hole for the first locking rod to pass through;

first backup pad is opened has the chamber that holds with the through-hole intercommunication, drive assembly is including being located the mounting panel that holds the chamber, be equipped with the rotating tube on the mounting panel, first locking lever insert the rotating tube and with rotating tube threaded connection, first backup pad is equipped with and is used for driving rotating tube pivoted runner assembly.

Through adopting above-mentioned technical scheme, utilize the runner pipe of rotating assembly drive to rotate, the runner pipe drives first locking lever and removes to can drive first locking lever and insert in first locking hole, in order to reach the purpose of fixed support board.

Optionally, the runner assembly includes and rotates the dwang of being connected with first backup pad, the tip of dwang is located and holds the intracavity and be equipped with the drive bevel gear, is equipped with on the rotating tube with the driven bevel gear of drive bevel gear meshing, the tip of dwang stretches out first backup pad and is equipped with the rotation cap.

Through adopting above-mentioned technical scheme, rotate the dwang to drive the rotation of drive bevel gear, drive bevel gear drives driven bevel gear and rotates, thereby can drive the rotating tube and rotate.

Optionally, a second bearing plate is vertically installed on the inner side wall of the pipe ditch body relative to the first bearing plate, a plurality of bearing plates are arranged on the second bearing plate in a sliding mode, a second sliding block is arranged at the end portion of each bearing plate, a second sliding groove for the second sliding block to slide is formed in the second bearing plate, a second locking rod is arranged on each bearing plate in a sliding mode, a plurality of second locking holes are formed in the second bearing plate in the height direction of the second bearing plate, and the bearing plates are provided with power parts used for driving the second locking rods to be inserted into the second locking holes.

By adopting the technical scheme, the bearing plate is moved to adjust the distance between the adjacent pipelines, and the power part is utilized to drive the second locking rod to be inserted into the second locking hole, so that the purpose of fixing the bearing plate can be achieved.

Optionally, the loading board is provided with a sliding hole, the second sliding block is provided with a yielding hole communicated with the sliding hole, the second locking rod is located in the sliding hole, the power part is a compression spring arranged in the sliding hole, one end of the compression spring is connected to the second locking rod, the other section of the compression spring is connected to the loading board, and the loading board is provided with a driving part for driving the second locking rod to be separated from the second locking hole.

By adopting the technical scheme, the driving piece is utilized to drive the second locking rod to be separated from the second locking hole, so that the bearing plate can be moved, and the purpose of adjusting the distance between the adjacent pipelines is achieved.

Optionally, the bearing plate is provided with a waist-shaped hole communicated with the sliding hole, the driving piece is a poke rod arranged on the second locking rod, and the poke rod extends out of the waist-shaped hole.

Through adopting above-mentioned technical scheme, through stirring the poker rod so that second locking lever breaks away from second locking hole to portable loading board.

Optionally, an installation platform is arranged on the inner bottom wall of the pipe trench body, and a placing groove is formed in the installation platform.

Through adopting above-mentioned technical scheme, utilize the mount table to reach the purpose of installation blow off pipe.

Optionally, the inner bottom wall of the pipe trench body is provided with a drainage groove, and the pipe trench body is provided with a drainage pipe communicated with the drainage groove.

Through adopting above-mentioned technical scheme, when the blow off pipe takes place to leak, utilize water drainage tank and drain pipe to reach the purpose of drainage, reduce ponding and exert an influence to the pipeline.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the supporting plate is moved to adjust the vertical distance between the adjacent pipelines on the first supporting plate, so that the possibility of mutual interference between the adjacent pipelines can be reduced;

2. this application utilizes this internal ponding of water drainage tank and drain pipe drainage trench, reduces ponding and influences the possibility that pipeline normally used.

Drawings

Fig. 1 is an overall structural schematic diagram of a comprehensive pipe trench structure for urban hydroelectric line layout according to an embodiment of the present application.

Fig. 2 is a schematic structural diagram of a first support plate according to an embodiment of the present application.

Fig. 3 is an enlarged view of a portion a in fig. 2.

Fig. 4 is a schematic structural diagram of a second support plate according to an embodiment of the present application.

Fig. 5 is an enlarged view of a portion B in fig. 4.

Description of reference numerals: 1. a pipe trench body; 11. an access cover; 12. a fixing plate; 13. an installation table; 131. a placement groove; 14. a water discharge tank; 15. a drain pipe; 2. a first support plate; 21. a first sliding groove; 211. a first locking hole; 3. a support plate; 31. mounting grooves; 32. a first sliding block; 321. a through hole; 33. an accommodating chamber; 34. mounting a plate; 35. rotating the tube; 351. a first locking lever; 352. a driven bevel gear; 36. rotating the rod; 361. a drive bevel gear; 362. rotating the cap; 4. a second support plate; 41. a second sliding groove; 411. a second locking hole; 5. a carrier plate; 51. a second sliding block; 52. a placing groove; 53. a sliding hole; 531. a compression spring; 54. a second locking lever; 55. a kidney-shaped hole; 56. a poke rod.

Detailed Description

The present application is described in further detail below with reference to figures 1-5.

The embodiment of the application discloses a comprehensive pipe ditch structure for arranging urban hydroelectric circuits. Referring to fig. 1, the comprehensive pipe ditch structure for urban hydroelectric line arrangement comprises a pipe ditch body 1 buried underground, wherein the pipe ditch body 1 can be formed by pouring concrete, an access hole is reserved at the top of the pipe ditch body 1, and an access cover 11 for plugging the access hole is covered on the pipe ditch body 1.

Referring to fig. 1, a fixing plate 12 is arranged at the bottom of a pipe trench body 1, an installation platform 13 is arranged on the fixing plate 12, a placing groove 131 is formed in the installation platform 13, and the installation platform 13 can be used for placing a sewage pipe. The mounting plate 34 is provided with a drain groove 14, and the trench body 1 is provided with a drain pipe 15 communicating with the drain groove 14. When the blow off pipe leaks, ponding accessible drain tank 14 and drain pipe 15 in the trench body 1 are discharged, reduce the possibility that ponding produced the influence to the pipeline.

Referring to fig. 2, a first supporting plate 2 is vertically arranged on the inner side wall of the pipe trench body 1, the first supporting plate 2 is provided with a plurality of supporting plates 3, mounting grooves 31 are formed in the supporting plates 3, and weak current pipelines, communication pipelines and strong current pipelines can be mounted on the supporting plates 3. The end of the supporting plate 3 is provided with a T-shaped first sliding block 32, and the first supporting plate 2 is provided with a first sliding groove 21 for the first sliding block 32 to slide along the height direction of the first supporting plate 2.

Referring to fig. 3, the supporting plate 3 is provided with an accommodating cavity 33, the first sliding block 32 is provided with a through hole 321 communicated with the accommodating cavity 33, the supporting plate 3 is provided with a mounting plate 34 positioned in the accommodating cavity 33, a rotating pipe 35 is mounted on the mounting plate 34 through a bearing, a first locking rod 351 is inserted in the rotating pipe 35, and the first locking rod 351 is in threaded connection with the rotating pipe 35.

Referring to fig. 3, a driven bevel gear 352 is provided on the rotating pipe 35, the support plate 3 is mounted with the rotating rod 36 through a bearing, one end of the rotating rod 36 is located in the accommodating chamber 33 and is provided with a driving bevel gear 361 engaged with the driven bevel gear 352, and the other end of the rotating rod 36 is provided with a rotating cap 362. The bottom of the first sliding slot 21 is provided with a plurality of first locking holes 211 along the height direction of the first supporting plate 2. The rotating rod 36 is rotated to drive the rotating pipe 35 to rotate through the driving bevel gear 361 and the driven bevel gear 352, which are engaged, and then the first locking rod 351 can be driven to be inserted into the first locking hole 211, thereby achieving the purpose of fixing the support plate 3.

Referring to fig. 4 and 5, a second supporting plate 4 is disposed on an inner side wall of the pipe trench body 1 opposite to the first supporting plate 2, a plurality of bearing plates 5 are disposed on the second supporting plate 4, and the bearing plates 5 are provided with mounting grooves 52. The carrier plate 5 can be used for installing water supply pipes, fire fighting pipes and air supply pipes. The end of the bearing plate 5 is provided with a T-shaped second sliding block 51, and the second bearing plate 4 is provided with a second sliding groove 41 for the second sliding block 51 to slide. A sliding hole 53 is formed in the bearing plate 5, the bearing plate 5 is provided with a second locking rod 54 positioned in the sliding hole 53, and the second sliding block 51 is provided with a yielding hole for the second locking rod 54 to pass through. The bottom of the second sliding groove 41 is provided with a plurality of second locking holes 411 for inserting the end of the second locking lever 54 along the height direction of the second support plate 4. The purpose of fixing the bearing plate 5 can be achieved by the snap fit between the second locking rod 54 and the second locking hole 411.

Referring to fig. 5, the carrier plate 5 is provided with a compression spring 531 in the slide hole 53, one end of the compression spring 531 is connected to the carrier plate 5, and the other end is connected to the second locking lever 54, and the second locking lever 54 is stably inserted into the second locking hole 411 by the elastic force of the compression spring 531. The bearing plate 5 is provided with a kidney-shaped hole 55 communicated with the sliding hole 53, the second locking rod 54 is connected with a poke rod 56 positioned in the kidney-shaped hole 55, the end part of the poke rod 56 extends out of the kidney-shaped hole 55, the second locking rod 54 can be separated from the second locking hole 411 by poking the poke rod 56, and the bearing plate 5 can be moved.

The implementation principle of this application embodiment pole transport vechicle does: when the distance between the adjacent pipelines in the vertical direction needs to be adjusted, the rotating rod 36 is rotated to rotate the rotating tube 35, so that the first locking rod 351 can be driven to be disengaged from the second locking hole 411, so that the worker can move the support plate 3, and the distance between the adjacent pipelines can be adjusted; the poke rod 56 can also be poked to make the second locking rod 54 break away from the second locking hole 411, so that the working personnel can move the bearing plate 5, the distance between the adjacent pipelines can be adjusted, the possibility of mutual interference between the adjacent pipelines is reduced, and the pipelines can work efficiently.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a comprehensive trench structure that urban hydroelectric circuit laid, includes trench body (1), its characterized in that: the inside wall of trench body (1) is vertical to be equipped with first bearing board (2), it is equipped with a plurality of backup pads (3) to slide on first bearing board (2), the sideslip is equipped with first locking pole (351) in backup pad (3), and first bearing board (2) are opened along the direction of height of first bearing board (2) has a plurality of first locking holes (211) that supply first locking pole (351) male, are equipped with the drive assembly who is used for driving first locking pole (351) and removes on first backup pad (3).

2. The integrated pipe trench structure for urban hydroelectric line laying according to claim 1, wherein: a first sliding block (32) is arranged at the end part of the first supporting plate (3), a first sliding groove (21) for the first sliding block (32) to slide is formed in the first supporting plate (2), and a through hole (321) for the first locking rod (351) to pass through is formed in the first sliding block (32);

first backup pad (3) are opened and are had chamber (33) that hold with through-hole (321) intercommunication, drive assembly is including being arranged in the mounting panel (34) that hold chamber (33), be equipped with rotating-tube (35) on mounting panel (34), first locking pole (351) insert rotating-tube (35) and with rotating-tube (35) threaded connection, first backup pad (3) are equipped with and are used for driving rotating-tube (35) pivoted rotating-assembly.

3. The integrated pipe trench structure for urban hydroelectric line laying according to claim 2, wherein: the rotating assembly comprises a rotating rod (36) rotatably connected with the first supporting plate (3), the end part of the rotating rod (36) is positioned in the accommodating cavity (33) and is provided with a driving bevel gear (361), a driven bevel gear (352) meshed with the driving bevel gear (361) is arranged on the rotating pipe (35), and the end part of the rotating rod (36) extends out of the first supporting plate (3) and is provided with a rotating cap (362).

4. The integrated pipe trench structure for urban hydroelectric line laying according to claim 1, wherein: the pipe ditch is characterized in that a second bearing plate (4) is vertically installed on the pipe ditch body (1) relative to the inner side wall of the first bearing plate (2), a plurality of bearing plates (5) are arranged on the second bearing plate (4) in a sliding mode, a second sliding block (51) is arranged at the end portion of each bearing plate (5), a second sliding groove (41) for the second sliding block (51) to slide is formed in the second bearing plate (4), a second locking rod (54) is arranged in each bearing plate (5) in a sliding mode, a plurality of second locking holes (411) are formed in the second bearing plate (4) along the height direction of the second bearing plate (4), and the bearing plates (5) are provided with power parts for driving the second locking rods (54) to be inserted into the second locking holes (411).

5. The integrated pipe trench structure for urban hydroelectric line laying according to claim 4, wherein: bearing plate (5) are opened there is hole (53) that slides, and second sliding block (51) are opened and are had the hole of stepping down that communicates with hole (53) that slides, and second locking lever (54) are located hole (53) that slides, compression spring (531) in power part for locating hole (53) that slides, the one end of compression spring (531) is connected in second locking lever (54), and another section is connected in bearing plate (5), and bearing plate (5) are equipped with the driving piece that is used for driving second locking lever (54) to break away from second locking hole (411).

6. The integrated pipe trench structure for urban hydroelectric line laying according to claim 5, wherein: the bearing plate (5) is provided with a waist-shaped hole (55) communicated with the sliding hole (53), the driving piece is a poke rod (56) arranged on the second locking rod (54), and the poke rod (56) extends out of the waist-shaped hole (55).

7. The integrated pipe trench structure for urban hydroelectric line laying according to claim 1, wherein: the inner bottom wall of the pipe trench body (1) is provided with an installation platform (13), and the installation platform (13) is provided with a placing groove (131).

8. The integrated pipe trench structure for urban hydroelectric line laying according to claim 1, wherein: the inner bottom wall of the pipe ditch body (1) is provided with a drainage groove (14), and the pipe ditch body (1) is provided with a drainage pipe (15) communicated with the drainage groove (14).