CN218348117U

CN218348117U - Underground pipeline reinforcing structure

Info

Publication number: CN218348117U
Application number: CN202222644757.7U
Authority: CN
Inventors: 袁丽强; 张文芝
Original assignee: Guangdong Xuansheng Construction Engineering Technology Co ltd
Current assignee: Guangdong Xuansheng Construction Engineering Technology Co ltd
Priority date: 2022-10-09
Filing date: 2022-10-09
Publication date: 2023-01-20
Anticipated expiration: 2032-10-09

Abstract

The utility model discloses an underground pipeline reinforced structure, this underground pipeline reinforced structure aim at solving the pipeline reinforced structure under the prior art and install comparatively loaded down with trivial details when using, make pipeline reinforced structure's installation waste time and energy like this to the junction receives the erosion of rainwater easily and leads to the technical problem of corrosion. The underground pipeline reinforcing structure comprises a reinforcing lower half hoop, a reinforcing upper half hoop, a rotating shaft and a sealing ring, wherein the reinforcing upper half hoop is arranged on the upper surface of the reinforcing lower half hoop, the rotating shaft is arranged between the reinforcing lower half hoop and the reinforcing upper half hoop, and the inner walls of the reinforcing lower half hoop and the reinforcing upper half hoop are connected with the sealing ring. This underground pipe reinforced structure rotates the bolt and can drive fixed inserted bar lateral motion through the linkage board, can fix the junction at the pipeline with reinforcing half hoop under and reinforcing half hoop when fixed inserted bar lateral motion is to the inside of locating hole to seal the junction through the sealing washer, thereby conveniently seal installation fast to pipeline reinforced structure.

Description

Underground pipeline reinforcing structure

Technical Field

The utility model belongs to the technical field of the underground piping consolidates, concretely relates to underground piping reinforced structure.

Background

Underground pipelines are pipelines laid underground and used for conveying liquid, gas or loose solids, the pipelines are laid underground, and have the advantages of not interfering with ground facilities and saving space on the ground. The existing underground pipeline reinforcing structure is in butt joint with the upper half hoop through the lower half hoop in the using process, and then is fixed with a nut through a plurality of groups of bolts, so that the joint of a pipeline can be reinforced.

SUMMERY OF THE UTILITY MODEL

(1) Technical problem to be solved

An it is not enough to prior art, the utility model aims to provide an underground pipeline reinforced structure, this underground pipeline reinforced structure aim at solving under the prior art pipeline reinforced structure and install comparatively loaded down with trivial details when using, make pipeline reinforced structure's installation waste time and energy like this to the junction receives the erosion of rainwater easily and leads to the technical problem of corrosion.

(2) Technical scheme

In order to solve the technical problem, the utility model provides a reinforcing structure for underground pipelines, which comprises a reinforcing lower half hoop, a reinforcing upper half hoop, a rotating shaft and a sealing ring, wherein the upper surface of the reinforcing lower half hoop is provided with the reinforcing upper half hoop;

the side surface of reinforcing lower half hoop and reinforcing upper half hoop all is connected with the fixing clip, the locating hole has been seted up on the surface of fixing clip, the surface of fixing clip is connected with the stopper, two the location cutting ferrule has been cup jointed on the surface of fixing clip, the round hole has been seted up on the surface of location cutting ferrule, first bearing is installed to the surface gomphosis of location cutting ferrule, the inside through connection of first bearing has the bolt, the linkage plate has been cup jointed on the surface of bolt, is close to the round hole the side surface of linkage plate is connected with fixed inserted bar.

When the underground pipeline reinforcing structure adopting the technical scheme is used, firstly, the reinforcing lower half hoop is sleeved at the position where the pipeline flange is butted, the sealing ring for reinforcing the inner wall of the lower half hoop is positioned at two sides of the flange, then, the reinforcing upper half hoop is rotated, two fixing clamps can be driven to be combined together, then, the positioning clamp is sleeved on the surfaces of the two fixing clamps, the positioning clamp can rotate a bolt when the surface of the fixing clamp slides to one side of a limiting block, the bolt can drive a linkage plate to transversely move through a threaded structure in the inner part of a first bearing, the linkage plate can drive a fixing insertion rod to transversely move, the fixing insertion rod can transversely move into the inner part of a positioning hole, the reinforcing lower half hoop and the reinforcing upper half hoop can be installed on the surface of a fixed connection position, the position of the connecting flange can be sealed through the sealing ring, and the pipeline butt joint can be rapidly sealed and reinforced.

Furthermore, the longitudinal section of the fixing clip is L-shaped, the fixing clip is matched with the positioning clip sleeve in size, and the fixing clip and the limiting block are of an integrated structure. Can overlap the positioning card cover on the surface of fixing clip after two fixing clips merge, the positioning card cover can slide on the surface of fixing clip simultaneously, and when the positioning card cover slides to stopper one side, the positioning card cover can drive round hole and locating hole and dock.

Furthermore, the diameters of the positioning hole and the round hole are the same, and the positioning hole, the round hole and the fixed inserted rod are matched in position.

Furthermore, a rotating structure is formed between the bolt and the first bearing, and the bolt is in threaded connection with the linkage plate. The rotary bolt can drive the linkage plate to move transversely through threaded connection, and the linkage plate can drive the fixed inserted bar to move transversely through transverse movement.

Furthermore, the lower surface of half hoop under the reinforcement is connected with the connecting block, the internally mounted of connecting block has the second bearing, the inside through connection of second bearing has the threaded rod, the end connection of threaded rod has the carousel.

Furthermore, the surface of threaded rod has cup jointed the internal thread pipe, the surface of internal thread pipe is connected with the slider, is close to the slider the spout has been seted up to the inner wall of connecting block, the end connection of internal thread pipe has most advanced, most advanced surface connection has the barb. The threaded rod can be rotated to drive the internal threaded pipe to move transversely, and the internal threaded pipe can drive the tip to move transversely.

Furthermore, a rotating structure is formed between the threaded rod and the second bearing, the threaded rod is in threaded connection with the internal threaded pipe, and the sliding block is in sliding connection with the sliding groove. The transverse movement of the internal thread pipe can drive the sliding block to slide in the sliding groove, so that the movement direction of the internal thread pipe can be limited.

Advantageous effects

Compared with the prior art, the beneficial effects of the utility model reside in that:

1. the utility model discloses a cooperation of fixing clip, location cutting ferrule, first bearing, bolt, linkage plate and fixed inserted bar is used, the rotation bolt can drive linkage plate lateral motion, linkage plate lateral motion can drive fixed inserted bar lateral motion, when fixed inserted bar lateral motion is to the inside of locating hole, can fix reinforcing half hoop and reinforcing half hoop in the junction of pipeline like this, and seal the junction through the sealing washer, thereby conveniently seal installation to pipeline reinforcement structure fast, seal when pipeline junction reinforces like this, thereby can prevent that groundwater from corroding and leading to the junction to take place the corrosion, increase of service life;

2. this pipeline reinforced structure consolidates half hoop under the reinforcement, consolidates half hoop installation on the top and can rotate the carousel after accomplishing, and the carousel rotates and to drive internal thread pipe transverse motion through the threaded rod, and internal thread pipe transverse motion can drive most advanced transverse motion, and most advanced transverse motion can insert the inside of ground earth, can carry out the auxiliary stay to pipeline reinforced structure like this and consolidate, improves stability and reliability.

Drawings

FIG. 1 is a schematic diagram of an embodiment of the apparatus of the present invention;

FIG. 2 is a schematic diagram of an exploded structure of a reinforced outer band according to an embodiment of the present invention;

FIG. 3 is a schematic view of a reinforced outer band according to an embodiment of the present invention;

fig. 4 is a schematic view of an auxiliary reinforcing structure according to a specific embodiment of the present invention.

The labels in the figures are: 1. reinforcing the lower half hoop; 2. reinforcing the upper half hoop; 3. a rotating shaft; 4. a seal ring; 5. fixing a card; 6. positioning holes; 7. a limiting block; 8. positioning a clamping sleeve; 9. a circular hole; 10. a first bearing; 11. a bolt; 12. a linkage plate; 13. fixing the inserted rod; 14. connecting blocks; 15. a second bearing; 16. a threaded rod; 17. a turntable; 18. an internally threaded tube; 19. a slider; 20. a chute; 21. a tip; 22. and barbs.

Detailed Description

The specific embodiment is an underground pipeline reinforcing structure, the structural schematic diagram of which is shown in fig. 1-4, the underground pipeline reinforcing structure comprises a reinforcing lower half hoop 1, a reinforcing upper half hoop 2, a rotating shaft 3 and a sealing ring 4, the reinforcing upper half hoop 2 is arranged on the upper surface of the reinforcing lower half hoop 1, the rotating shaft 3 is arranged between the reinforcing lower half hoop 1 and the reinforcing upper half hoop 2, and the sealing ring 4 is connected to the inner walls of the reinforcing lower half hoop 1 and the reinforcing upper half hoop 2; consolidate half hoop 1 down and consolidate side surface of half hoop 2 and all be connected with fixing clip 5, locating hole 6 has been seted up on fixing clip 5's surface, fixing clip 5's surface is connected with stopper 7, location cutting ferrule 8 has been cup jointed on the surface of two fixing clips 5, round hole 9 has been seted up on the surface of location cutting ferrule 8, first bearing 10 is installed to the surperficial gomphosis of location cutting ferrule 8, the inside through connection of first bearing 10 has bolt 11, linkage plate 12 has been cup jointed on the surface of bolt 11, the side surface of linkage plate 12 that is close to round hole 9 is connected with fixed inserted bar 13.

The longitudinal section of each fixing clip 5 is L-shaped, the two fixing clips 5 are matched with the positioning clip sleeve 8 in size, the fixing clips 5 and the limiting block 7 are of an integral structure, the diameter of each positioning hole 6 is the same as that of each round hole 9, the positioning holes 6 and the round holes 9 are matched with the fixing insertion rod 13 in position, a rotating structure is formed between each bolt 11 and the first bearing 10, and each bolt 11 is connected with the linkage plate 12 in a threaded mode.

In addition, reinforce lower half lower surface of hoop 1 and be connected with connecting block 14, the internally mounted of connecting block 14 has second bearing 15, the inside through connection of second bearing 15 has threaded rod 16, the end connection of threaded rod 16 has carousel 17, threaded rod 16's surface has cup jointed internal thread pipe 18, internal thread pipe 18's surface is connected with slider 19, spout 20 has been seted up to the inner wall of connecting block 14 that is close to slider 19, internal thread pipe 18's end connection has most advanced 21, the surface of most advanced 21 is connected with barb 22, constitute revolution mechanic between threaded rod 16 and the second bearing 15, be threaded connection between threaded rod 16 and the internal thread pipe 18, be sliding connection between slider 19 and the spout 20.

The working principle is as follows: when the device of the technical scheme is used, the reinforced lower half hoop 1 is sleeved at the butt joint position of the pipeline flange, the sealing rings 4 are positioned at two sides of the flange, the reinforced upper half hoop 2 drives the fixing clips 5 to move to the surfaces of the fixing clips 5, the positioning clip sleeves 8 are sleeved on the surfaces of the two fixing clips 5 and slide to one side of the limiting block 7, the rotating bolt 11 can drive the linkage plate 12 to move transversely, the linkage plate 12 can drive the fixing insertion rod 13 to move transversely, the reinforcing lower half hoop 1 and the reinforcing upper half hoop 2 can be installed on the surface of the pipeline after the fixing insertion rod 13 moves transversely and is inserted into the positioning hole 6, and therefore the butt joint position of the pipeline can be sealed and reinforced quickly; can rotate carousel 17 after the pipeline reinforced structure installation is accomplished, carousel 17 rotates and to drive threaded rod 16 and rotate, and threaded rod 16 rotates and to drive internal thread pipe 18 transverse motion, and internal thread pipe 18 transverse motion can drive the inside that most advanced 21 transverse motion inserted ground earth, can carry out auxiliary stay through barb 22 to pipeline reinforced structure like this.

All technical features in the embodiment can be freely combined according to actual needs.

The above-mentioned embodiment does the utility model discloses the implementation scheme of preferred, in addition, the utility model discloses can also realize by other modes, any obvious replacement is all within the protection scope of the utility model under the prerequisite that does not deviate from this technical scheme design.

Claims

1. The underground pipeline reinforcing structure comprises a reinforcing lower half hoop (1), a reinforcing upper half hoop (2), a rotating shaft (3) and a sealing ring (4), and is characterized in that the reinforcing upper half hoop (2) is arranged on the upper surface of the reinforcing lower half hoop (1), the rotating shaft (3) is arranged between the reinforcing lower half hoop (1) and the reinforcing upper half hoop (2), and the sealing ring (4) is connected to the inner walls of the reinforcing lower half hoop (1) and the reinforcing upper half hoop (2); the side surface of reinforcing lower half hoop (1) and reinforcing upper half hoop (2) is connected with fixing clip (5), locating hole (6) have been seted up on the surface of fixing clip (5), the surface of fixing clip (5) is connected with stopper (7), two location cutting ferrule (8) have been cup jointed on the surface of fixing clip (5), round hole (9) have been seted up on the surface of location cutting ferrule (8), first bearing (10) are installed to the surface gomphosis of location cutting ferrule (8), the inside through connection of first bearing (10) has bolt (11), linkage plate (12) have been cup jointed on the surface of bolt (11), are close to round hole (9) the side surface of linkage plate (12) is connected with fixed inserted bar (13).

2. The underground pipeline reinforcing structure of claim 1, wherein the longitudinal section of the fixing clip (5) is L-shaped, the two fixing clips (5) are matched with a positioning clip sleeve (8) in size, and the fixing clips (5) and the limiting blocks (7) are of an integral structure.

3. A reinforcing structure for underground pipes according to claim 1, characterized in that the diameter of the positioning hole (6) is the same as that of the round hole (9), and the positioning hole (6), the round hole (9) and the fixing inserted rod (13) are matched in position.

4. A reinforcing structure for underground pipes according to claim 1, wherein a rotating structure is formed between the bolt (11) and the first bearing (10), and the bolt (11) is in threaded connection with the linkage plate (12).

5. An underground pipe reinforcing structure according to claim 1, characterized in that the lower surface of the reinforcing lower half hoop (1) is connected with a connecting block (14), a second bearing (15) is installed inside the connecting block (14), a threaded rod (16) is connected inside the second bearing (15) in a penetrating way, and the end of the threaded rod (16) is connected with a rotary table (17).

6. A strengthening structure of underground pipes according to claim 5, wherein the surface of the threaded rod (16) is sleeved with an internal threaded pipe (18), the surface of the internal threaded pipe (18) is connected with a slide block (19), the inner wall of the connecting block (14) close to the slide block (19) is provided with a sliding groove (20), the end part of the internal threaded pipe (18) is connected with a tip (21), and the surface of the tip (21) is connected with a barb (22).

7. A strengthening structure for underground pipes according to claim 6, wherein a rotary structure is formed between the threaded rod (16) and the second bearing (15), the threaded rod (16) is in threaded connection with the internally threaded pipe (18), and the sliding block (19) is in sliding connection with the sliding groove (20).