CN115288267B - Municipal road water supply and drainage structure and construction method thereof - Google Patents
Municipal road water supply and drainage structure and construction method thereof Download PDFInfo
- Publication number
- CN115288267B CN115288267B CN202210815007.3A CN202210815007A CN115288267B CN 115288267 B CN115288267 B CN 115288267B CN 202210815007 A CN202210815007 A CN 202210815007A CN 115288267 B CN115288267 B CN 115288267B
- Authority
- CN
- China
- Prior art keywords
- pipeline
- rotating device
- pipelines
- positioning
- conveyor belt
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 30
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 23
- 230000002093 peripheral effect Effects 0.000 claims abstract description 14
- 238000009434 installation Methods 0.000 claims description 18
- 230000005484 gravity Effects 0.000 claims description 5
- 210000001503 joint Anatomy 0.000 claims description 2
- 238000000034 method Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 2
- 230000002349 favourable effect Effects 0.000 description 6
- 230000005540 biological transmission Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000012840 feeding operation Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
- F16L1/028—Laying or reclaiming pipes on land, e.g. above the ground in the ground
- F16L1/036—Laying or reclaiming pipes on land, e.g. above the ground in the ground the pipes being composed of sections of short length
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
- F16L1/06—Accessories therefor, e.g. anchors
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/02—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets partly surrounding the pipes, cables or protective tubing
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
The invention discloses a municipal road water supply and drainage structure and a construction method thereof, wherein the municipal road water supply and drainage structure comprises a plurality of pipelines and positioning brackets for supporting the pipelines, wherein the peripheral surface of each pipeline is provided with a plurality of limiting strips, the limiting strips are circumferentially distributed on the peripheral surface of each pipeline, each positioning bracket is provided with a positioning rod, when the pipeline is positioned in the positioning bracket, each positioning rod is clamped in a gap between every two adjacent limiting strips, and each positioning rod is used for fixing the connected pipeline; the inner peripheral surface of one end of the pipeline is provided with an internal thread, the outer peripheral surface of the other end of the pipeline is provided with an external thread, and adjacent pipelines are connected through threads. The invention has the effect of improving the construction efficiency of the pipeline.
Description
Technical Field
The invention relates to the field of municipal water supply and drainage facilities, in particular to a municipal road water supply and drainage structure and a construction method thereof.
Background
The drainage pipeline is the most main part of the municipal road water supply and drainage structure, and paving and connecting of the pipeline are key to the construction of the water supply and drainage structure and also are factors influencing the overall construction efficiency.
In the related art, before the pipeline is paved and connected, a groove is firstly dug on a road surface through an excavator, the pipeline is hung in the groove through the crane and then connected, and flanges of adjacent pipelines are locked through bolts.
In summary, the adjacent pipelines are connected one by one through the bolt connection, the pipeline installation holes are required to be aligned and screwed by bolts, the operation is complex, the construction progress is affected, and therefore, the improvement space is still remained.
Disclosure of Invention
In order to improve the construction efficiency of pipelines, the invention provides a municipal road water supply and drainage structure and a construction method thereof.
The invention provides a municipal road water supply and drainage structure and a construction method thereof, which adopts the following technical scheme:
The utility model provides a municipal road water supply and drainage structure, includes a plurality of pipelines and is used for supporting the locating support of pipeline, pipeline periphery is provided with a plurality of spacing, a plurality of spacing circumference distributes in pipeline periphery, the locating support is provided with the locating lever, when the pipeline is located the locating support, the locating lever joint is in the clearance of adjacent spacing, the locating lever is fixed the pipeline that has accomplished the connection; the inner peripheral surface of one end of the pipeline is provided with an internal thread, the outer peripheral surface of the other end of the pipeline is provided with an external thread, and adjacent pipelines are connected through threads.
Through adopting above-mentioned technical scheme, now at slot bottom installation locating support to support the pipeline, the clearance of adjacent spacing of pipeline outer peripheral face forms the trench, and carries out the joint with locating lever of locating support, and the pipeline that has accomplished the connection is non-rotatable under the restriction effect of locating lever, with waiting the connection of follow-up pipeline, directly through threaded connection between the adjacent pipeline, has reduced mounting hole alignment, bolt perforation and bolt locking step, is favorable to improving the efficiency of construction.
Preferably, the positioning support comprises a plurality of X-shaped rods, and the X-shaped rods are vertically arranged at the bottom of the groove and distributed along the extending direction of the pipeline.
Through adopting above-mentioned technical scheme, the locating support is constituteed to the independent X type pole of multiunit, and the installation of X type pole and pipeline can go on in step, is favorable to improving pipeline efficiency of mating formation.
Preferably, each pipeline corresponds to two positioning rods, the two positioning rods are erected on a plurality of adjacent X-shaped rods and are fixedly connected with the X-shaped rods, and the two positioning rods are respectively arranged at two sides of the pipeline; each positioning rod is clamped in the gap of the adjacent limiting strip.
Through adopting above-mentioned technical scheme, be fixed in the locating lever on the X type pole, multiunit X type pole supports the locating lever, is favorable to improving the steadiness of locating lever.
A construction method of a municipal road water supply and drainage structure comprises the following steps:
S1: and (3) preparation of construction: prefabricating X-shaped rods and a rotating device, wherein the rotating device is used for driving a pipeline to rotate, then the X-shaped rods and the rotating device are transported to a construction site, then a groove is dug, a plurality of X-shaped rods are fixed at the bottom of the groove one by one, and the X-shaped rods are distributed along the length direction of the groove;
S2: the first pipe is in place: placing the pipeline on a rotating device, releasing the first pipeline after the rotating device moves to a mounting position, falling the pipeline onto an X-shaped rod, abutting a limiting bar at the bottom of the pipeline with the X-shaped rod after the pipeline is in place, inserting a positioning rod into a gap formed by the adjacent limiting bars, and fixedly connecting the positioning rod with the X-shaped rod, so that the first pipeline is in place;
S3: and (3) pipeline connection: the rotating device moves along the pipeline installation direction until the rotating device is completely separated from the pipeline, then the next pipeline is placed in the rotating device, the rotating device descends the pipeline into the groove and aligns with the previous pipeline, the rotating device moves along the opposite direction of the pipeline installation until the two pipelines are in butt joint, then the rotating device drives the pipelines to rotate, the two pipelines are in threaded connection, and after the two pipelines are connected, the rotating device moves along the pipeline installation direction until the rotating device is completely separated from the pipeline;
S4: limiting a pipeline: after the pipeline is in place, the limiting bars at the bottom of the pipeline are abutted with the X-shaped bars, the positioning bars are inserted into gaps formed by the adjacent limiting bars, and the positioning bars are fixedly connected with the X-shaped bars;
S5: and S3 and S4 are repeated until all the pipelines are connected and limited.
Through adopting above-mentioned technical scheme, utilize rotary device's lift and rotatory function to accomplish the installation of pipeline, be favorable to improving the efficiency of construction.
Preferably, the rotating device comprises two travelling wagons and a conveyor belt for driving the pipeline to rotate, the two travelling wagons are all rotationally connected with conveying rollers, the rotation axis of the conveying rollers is parallel to the axis of the pipeline, the conveyor belt is sleeved between the two conveying rollers, the rotating device is provided with a driving piece for driving the conveying rollers to rotate, when the pipeline is connected, the pipeline is placed on the inner side of the conveyor belt, and the pipeline rotates along with the rotation of the conveyor belt.
By adopting the technical scheme, the pipeline rotates under the friction force action of the pipeline and the conveyor belt, so that the threaded connection operation of adjacent pipelines is realized.
Preferably, the surface of the conveyor belt is provided with a through hole, when the pipeline is placed in the rotary device, the through hole moves to the upper part of the conveyor belt, and the pipeline moves from the outer side of the conveyor belt to the position of the through hole and enters the inner side of the conveyor belt through the through hole; when the first pipe is placed in place on the X-bar, the port is rotated to the lower part of the conveyor belt, and the pipe falls down onto the X-bar via the port and is separated from the conveyor belt.
Through adopting above-mentioned technical scheme, offer the through-hole on the conveyer belt surface, not only be convenient for pipeline roll to the conveyer belt inboard, accomplish the feeding operation, the pipeline of being convenient for simultaneously leaves the conveyer belt from the through-hole to accomplish the ejection of compact operation of first pipeline, be favorable to improving pipeline installation effectiveness.
Preferably, the inner side of the conveyor belt is provided with a convex strip, and when the pipeline is in place on the inner side of the conveyor belt, the convex strip is embedded in the gap of the adjacent limiting strip.
By adopting the technical scheme, the pipeline and the conveyor belt realize meshing transmission so as to provide enough force to finish the step of connecting adjacent pipelines by threads, thereby being beneficial to improving the installation quality of the pipeline.
Preferably, the moving trolley is provided with a telescopic piece for driving the conveying rollers to move horizontally, and when the two conveying rollers are driven by the corresponding telescopic pieces to approach each other, the pipeline moves downwards under the action of self gravity.
By adopting the technical scheme, the stable lifting purpose of the pipeline is realized, and the efficiency and the safety of pipeline pavement are improved.
Drawings
Fig. 1 is a schematic view of a pipeline in a municipal road water supply and drainage structure according to an embodiment of the application.
Fig. 2 is a schematic view showing a construction state of a municipal road water supply and drainage structure according to an embodiment of the application.
Fig. 3 is an enlarged schematic view of fig. 2.
Reference numerals illustrate: 1. a pipe; 11. a limit bar; 12. an external thread; 13. an internal thread; 2. road surface; 21. a groove; 3. an X-shaped rod; 4. a rotating device; 41. a moving trolley; 411. a telescoping member; 412. a conveying roller; 413. a mounting frame; 414. a driving member; 42. a conveyor belt; 421. a through port; 422. a convex strip; 5. and a positioning rod.
Detailed Description
The invention is described in further detail below with reference to fig. 1-3.
The embodiment of the invention discloses a municipal road water supply and drainage structure and a construction method thereof. Referring to fig. 1, a municipal road water supply and drainage structure includes a plurality of pipes 1 and positioning brackets. The pipeline 1 is a circular pipe, a plurality of limiting strips 11 are fixed on the outer peripheral surface of the pipeline 1, the length direction of each limiting strip 11 is parallel to the length direction of the pipeline 1, and the limiting strips 11 are circumferentially distributed on the outer peripheral surface of the pipeline 1 at equal intervals. The inner peripheral surface of one end of the pipeline 1 is provided with an internal thread 13, the outer peripheral surface of the other end of the pipeline 1 is provided with an external thread 12, the end parts of the adjacent pipelines 1 are connected through threads, and after the step of threaded connection of the adjacent pipelines 1 is finished, the outer peripheral surfaces of the adjacent pipelines 1 are in smooth transition to form a drain pipe with a smooth surface.
Referring to fig. 2 and 3, the positioning bracket includes a plurality of X-shaped rods 3, and the X-shaped rods 3 stand on the bottom of the groove 21 for positioning and supporting the pipe 1.
Referring to fig. 2 and 3, a construction method of a municipal road water supply and drainage structure includes the steps of:
S1: and (3) preparation of construction: prefabricating the X-shaped rods 3 and the rotating device 4, then transporting the X-shaped rods 3 and the rotating device 4 to a construction site, then digging grooves 21 on the road surface 2, then fixing a plurality of X-shaped rods 3 at the bottoms of the grooves 21 one by one, and distributing the X-shaped rods 3 along the length direction of the grooves 21. Two fulcrums of the lower part of the X-shaped rod 3 are inserted into the bottoms of the grooves 21, and two sides of the X-shaped rod 3 are respectively inserted into two side walls of the grooves 21, so that a stable positioning bracket is formed in the grooves 21.
The rotating device 4 comprises two travelling carriages 41 and a conveyor belt 42 for rotating the pipe 1. The two traveling carriages 41 travel on the road surface 2 on both sides of the groove 21, respectively. The travelling car 41 up end is fixed with the telescoping member 411 that the level set up, and the telescoping member 411 is concrete to be located the cylinder, and the expansion end of telescoping member 411 is fixed with mounting bracket 413, and mounting bracket 413 level rotation is connected with transfer roller 412. The conveyor belt 42 is sleeved between two conveyor rollers 412. The mounting frame 413 is fixed with a driving member 414, and the driving member 414 is specifically a motor for driving the conveying roller 412 to rotate, and in this embodiment, an output shaft of the motor is fixedly connected with the conveying roller 412 coaxially. In other embodiments, the motor is coupled to the transfer roller 412 via a linkage such as a timing belt mechanism.
Before paving the first pipeline 1, two moving trolleys 41 are respectively positioned on the road surfaces 2 at two sides of the groove 21, two telescopic pieces 411 are arranged in a butt-to-butt mode, the telescopic pieces 411 are in a contracted state, and the conveyor belt 42 is tensioned and in a straight shape.
In addition, the surface of the conveyor belt 42 is provided with a through hole 421, and the through hole 421 can be used for the pipeline 1 to pass through.
S2: the first pipe 1 is in place: the first pipeline 1 is hung on the outer side of the conveying belt 42 of the rotating device 4 through the crane, and at the moment, the conveying belt 42 plays a role in buffering and damping, so that collision with the rotating device 4, the positioning support and other parts when the pipeline 1 is lowered is avoided, and the construction safety is improved.
Then, the driving member 414 is started, the conveyor belt 42 rotates under the driving of the conveying roller 412, the through hole 421 is moved to the upper portion of the conveyor belt 42, the pipeline 1 rolls towards the direction of the through hole 421 under the action of self gravity, the pipeline 1 moves from the outer side of the conveyor belt 42 to the position of the through hole 421, and the pipeline 1 falls to the inner side of the conveyor belt 42 through the through hole 421, so that the feeding step of the pipeline 1 is completed.
Next, the telescoping member 411 is activated to bring the two transfer rollers 412 closer to each other, the pipe 1 moves down into the groove 21 under the gravity of the pipe 1, and the belt 42 deforms into a triangular shape under the gravity of the pipe 1 until the bottom of the belt 42 abuts against the upper surface of the X-shaped rod 3, and the X-shaped rod 3 supports the pipe 1.
Subsequently, the conveyor belt 42 is continuously rotated until the through hole 421 moves to the lower portion of the conveyor belt 42, the pipe 1 falls down onto the X-shaped rod 3 through the through hole 421, then the expansion member 411 is retracted, the two conveyor rollers 412 are separated from each other, the conveyor belt 42 is turned into a straight shape, and the first pipe 1 is separated from the conveyor belt 42.
After the pipeline 1 is in place, the limiting bars 11 at the bottom of the pipeline 1 are abutted against the X-shaped bars 3, the positioning bars 5 are inserted into gaps formed by the adjacent limiting bars 11, and the positioning bars 5 are fixedly connected with the X-shaped bars 3, so that the first pipeline 1 is in place.
S3: the pipeline 1 is connected with: the two travelling carriages 41 move synchronously in the direction of installation of the pipe 1 so that the conveyor belt 42 moves to the next pipe 1 installation position, at which time the rotating device 4 is completely separated from the last pipe 1.
The next tube 1 is then placed outside the conveyor belt 42 of the rotating device 4 and the tube 1 is fed inside the conveyor belt 42 in accordance with the feeding of the tube 1 of S2.
The rotation device 4 then lowers the pipe 1 into the groove 21 in line with the previous pipe 1 in the lifting manner of the pipe 1 of S2, and then moves the rotation device 4 in the opposite direction of the installation of the pipe 1 until the two pipes 1 are butted.
Then, the driving member 414 is started, the conveyor belt 42 is driven by the conveying roller 412 to rotate, and meanwhile, the pipeline 1 is driven to rotate, so that the two pipelines 1 are in threaded connection, and after the two pipelines 1 are connected, the rotating device 4 moves along the installation direction of the pipeline 1 until the rotating device 4 is completely separated from the pipeline 1.
S4: limiting a pipeline 1: after the pipeline 1 is in place, the limiting strips 11 at the bottom of the pipeline 1 are abutted with the X-shaped rod 3, gaps are formed between adjacent limiting strips 11 abutted with the X-shaped rod 3 and the surface of the X-shaped rod 3, and the positioning rod 5 is inserted into the gaps, so that the positioning rod 5 is clamped in the gaps formed by the adjacent limiting strips 11, and the positioning rod 5 is welded with the X-shaped rod 3;
s5: and repeating S3 and S4 until all the pipelines 1 are connected and limited.
Through this mounting means, realized the automation of pipeline 1 and mated formation, be favorable to improving pipeline 1 efficiency of construction.
In addition, in order to make the rotating device 4 have enough force to drive the pipeline 1 to rotate, a plurality of raised strips 422 are arranged on the inner side of the conveyor belt 42, the length direction of the raised strips 422 is consistent with the width direction of the conveyor belt 42, and the raised strips 422 are distributed at equal intervals along the length direction of the conveyor belt 42, when the pipeline 1 is positioned on the inner side of the conveyor belt 42, the raised strips 422 are embedded in the gaps of the adjacent limiting strips 11, so that the purpose of meshing transmission between the pipeline 1 and the conveyor belt 42 is realized, and the installation quality of the pipeline 1 is improved.
The above embodiments are not intended to limit the scope of the present invention, so: all equivalent changes in structure, shape and principle of the invention should be covered in the scope of protection of the invention.
Claims (6)
1. The utility model provides a municipal road water supply and drainage structure which characterized in that: the pipeline connecting device comprises a plurality of pipelines (1) and positioning brackets used for supporting the pipelines (1), wherein a plurality of limiting strips (11) are arranged on the outer circumferential surface of the pipelines (1), the limiting strips (11) are circumferentially distributed on the outer circumferential surface of the pipelines (1), the positioning brackets are provided with positioning rods (5), when the pipelines (1) are in place on the positioning brackets, the positioning rods (5) are clamped in gaps of the adjacent limiting strips (11), and the positioning rods (5) fix the pipelines (1) which are connected; an inner peripheral surface of one end of the pipeline (1) is provided with an inner thread (13), an outer peripheral surface of the other end of the pipeline (1) is provided with an outer thread (12), and adjacent pipelines (1) are in threaded connection;
The positioning support comprises a plurality of X-shaped rods (3), and the X-shaped rods (3) are vertically arranged at the bottom of the groove (21) and distributed along the extending direction of the pipeline (1);
Each pipeline (1) corresponds to two positioning rods (5), the two positioning rods (5) are erected on a plurality of adjacent X-shaped rods (3) and fixedly connected with the X-shaped rods (3), and the two positioning rods (5) are respectively arranged at two sides of the pipeline (1); each positioning rod (5) is clamped in the gap of the adjacent limiting strip (11).
2. A construction method of the municipal road water supply and drainage structure according to claim 1, wherein: the method comprises the following steps:
s1: and (3) preparation of construction: prefabricating X-shaped rods (3) and a rotating device (4), wherein the rotating device (4) is used for driving a pipeline (1) to rotate, then transporting the X-shaped rods (3) and the rotating device (4) to a construction site, then digging grooves (21), then fixing a plurality of X-shaped rods (3) at the bottoms of the grooves (21) one by one, and distributing the X-shaped rods (3) along the length direction of the grooves (21);
S2: the first pipe (1) is in place: placing the pipeline (1) on a rotating device (4), releasing the rotating device (4) after moving the first pipeline (1) to an installation position, falling the pipeline (1) onto an X-shaped rod (3), abutting a limiting strip (11) at the bottom of the pipeline (1) with the X-shaped rod (3) after the pipeline (1) is in place, inserting a positioning rod (5) into a gap formed by the adjacent limiting strips (11), and fixedly connecting the positioning rod (5) with the X-shaped rod (3), thereby completing the in-place operation of the first pipeline (1);
S3: the pipeline (1) is connected with: the rotating device (4) moves along the installation direction of the pipeline (1) until the rotating device (4) is completely separated from the pipeline (1), then the next pipeline (1) is placed in the rotating device (4), the rotating device (4) descends the pipeline (1) into the groove (21) and aligns with the previous pipeline (1), the rotating device (4) moves along the opposite direction of the installation of the pipeline (1) until the two pipelines (1) are in butt joint, then the rotating device (4) drives the pipelines (1) to rotate, the two pipelines (1) are in threaded connection, and after the two pipelines (1) are connected, the rotating device (4) moves along the installation direction of the pipeline (1) until the rotating device (4) is completely separated from the pipeline (1);
s4: limiting the pipeline (1): after the pipeline (1) is in place, inserting the positioning rod (5) into a gap formed by the adjacent limiting strips (11), and fixedly connecting the positioning rod (5) with the X-shaped rod (3);
S5: and repeating the steps S3 and S4 until all the pipelines (1) are connected and limited.
3. The construction method of the municipal road water supply and drainage structure according to claim 2, wherein: the rotating device (4) comprises two moving trolleys (41) and a conveying belt (42) for driving the pipeline (1) to rotate, the two moving trolleys (41) are respectively connected with a conveying roller (412) in a rotating mode, the rotating axes of the conveying rollers (412) are parallel to the axis of the pipeline (1), the conveying belt (42) is sleeved between the two conveying rollers (412), the rotating device (4) is provided with a driving piece (414) for driving the conveying rollers (412) to rotate, and when the pipeline (1) is connected, the pipeline (1) is placed on the inner side of the conveying belt (42), and the pipeline (1) rotates along with the rotation of the conveying belt (42).
4. The construction method of the municipal road water supply and drainage structure according to claim 3, wherein: the surface of the conveyor belt (42) is provided with a through hole (421), when the pipeline (1) is placed in the rotary device (4), the through hole (421) moves to the upper part of the conveyor belt (42), and the pipeline (1) moves from the outer side of the conveyor belt (42) to the position of the through hole (421) and enters the inner side of the conveyor belt (42) through the through hole (421); when the first pipeline (1) is placed on the X-shaped rod (3) in position, the through hole (421) rotates to the lower part of the conveyor belt (42), and the pipeline (1) falls onto the X-shaped rod (3) after passing through the through hole (421) and is separated from the conveyor belt (42).
5. The construction method of the municipal road water supply and drainage structure according to claim 4, wherein: the inner side of the conveyor belt (42) is provided with a convex strip (422), and when the pipeline (1) is in place on the inner side of the conveyor belt (42), the convex strip (422) is embedded in a gap between adjacent limit strips (11).
6. The construction method of the municipal road water supply and drainage structure according to claim 5, wherein: the movable trolley (41) is provided with telescopic pieces (411) for driving the conveying rollers (412) to horizontally move, and when the two conveying rollers (412) are driven by the corresponding telescopic pieces (411) to approach each other, the pipeline (1) moves downwards under the action of self gravity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210815007.3A CN115288267B (en) | 2022-07-12 | 2022-07-12 | Municipal road water supply and drainage structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210815007.3A CN115288267B (en) | 2022-07-12 | 2022-07-12 | Municipal road water supply and drainage structure and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115288267A CN115288267A (en) | 2022-11-04 |
| CN115288267B true CN115288267B (en) | 2024-06-04 |
Family
ID=83821903
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210815007.3A Active CN115288267B (en) | 2022-07-12 | 2022-07-12 | Municipal road water supply and drainage structure and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115288267B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101944262B1 (en) * | 2018-09-12 | 2019-01-30 | 주식회사 강물 | Simultaneous propulsion construction method using double pipe |
| CN209943683U (en) * | 2019-05-16 | 2020-01-14 | 天津斯康茵科技股份有限公司 | Pipeline support frame on heat exchanger unit |
| CN111456195A (en) * | 2020-04-15 | 2020-07-28 | 广东景源建设工程有限公司 | Municipal road sewer pipeline construction equipment and method |
| CN212643722U (en) * | 2020-07-28 | 2021-03-02 | 佳卉建设工程有限公司 | Novel municipal pipeline lays fixedly device |
| CN213039977U (en) * | 2020-08-26 | 2021-04-23 | 叶文渊 | Municipal administration is pipeline locating support for water supply and drainage engineering |
| CN213066494U (en) * | 2020-06-17 | 2021-04-27 | 于姣 | Protection device for be used for warm logical pipeline |
| CN112797228A (en) * | 2021-01-26 | 2021-05-14 | 北京诺和兴建设工程有限公司 | Seismic-isolation laying method for water conservancy pipeline |
| CN113915411A (en) * | 2021-08-23 | 2022-01-11 | 浙江金峨生态建设有限公司 | Auxiliary structure for underwater pipe burying |
-
2022
- 2022-07-12 CN CN202210815007.3A patent/CN115288267B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101944262B1 (en) * | 2018-09-12 | 2019-01-30 | 주식회사 강물 | Simultaneous propulsion construction method using double pipe |
| CN209943683U (en) * | 2019-05-16 | 2020-01-14 | 天津斯康茵科技股份有限公司 | Pipeline support frame on heat exchanger unit |
| CN111456195A (en) * | 2020-04-15 | 2020-07-28 | 广东景源建设工程有限公司 | Municipal road sewer pipeline construction equipment and method |
| CN213066494U (en) * | 2020-06-17 | 2021-04-27 | 于姣 | Protection device for be used for warm logical pipeline |
| CN212643722U (en) * | 2020-07-28 | 2021-03-02 | 佳卉建设工程有限公司 | Novel municipal pipeline lays fixedly device |
| CN213039977U (en) * | 2020-08-26 | 2021-04-23 | 叶文渊 | Municipal administration is pipeline locating support for water supply and drainage engineering |
| CN112797228A (en) * | 2021-01-26 | 2021-05-14 | 北京诺和兴建设工程有限公司 | Seismic-isolation laying method for water conservancy pipeline |
| CN113915411A (en) * | 2021-08-23 | 2022-01-11 | 浙江金峨生态建设有限公司 | Auxiliary structure for underwater pipe burying |
Also Published As
| Publication number | Publication date |
|---|---|
| CN115288267A (en) | 2022-11-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100804174B1 (en) | Manufacturing method and manufacture apparatus for column type steel reinforcement cage | |
| CN111648797B (en) | Hydraulic tunnel pipeline installation trolley, installation system and installation method | |
| CN2917917Y (en) | Large-scale pipe type steel structure assembly welding apparatus | |
| CN104533460A (en) | Construction method for concrete pouring of support-changing type formwork trolley and underground channel | |
| CN115288267B (en) | Municipal road water supply and drainage structure and construction method thereof | |
| CN111749270B (en) | Concrete pipe gallery internal mold positioning and demolding method | |
| CN112777227A (en) | Tendon dragging machine | |
| CN217226724U (en) | Winding pipe auxiliary rotating device | |
| CN116174867A (en) | Self-walking ultra-large pressure steel tube assembly and welding integrated pulley and construction method thereof | |
| CN111687557B (en) | Automatic manufacturing method of linear steel plate shear wall | |
| CN203097371U (en) | Whole-hanging type parking frame | |
| CN207255704U (en) | A kind of assembled moving trustship device | |
| CN205397240U (en) | Tubular pile goes out hole transmission line | |
| CN103075035A (en) | Full-hanging jiffy stand | |
| CN110193711B (en) | Automatic correction translation device for pipe die | |
| CN109667452A (en) | Park vertical circulation stereo mechanical parking ground in longitudinal direction | |
| CN204457801U (en) | Support replacement formula formwork jumbo | |
| CN116493920B (en) | Segment erector and screw conveyor integrated disassembling and transporting device and use method | |
| CN114033396B (en) | Subway tunnel layering filling machine | |
| CN212358378U (en) | Lifting trolley for pipe gallery construction | |
| CN108708606A (en) | A kind of vehicle-bearing plate of three-dimensional parking garage mobile device, movable parking library | |
| CN216104248U (en) | Tendon dragging machine | |
| CN214574116U (en) | Lining equipment is used in piping lane construction | |
| CN218698123U (en) | Automatic crawler belt coil paving and positioning system | |
| CN221032635U (en) | Template of hydraulic trolley suitable for open cut tunnel side wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |