CN117249303A - A municipal crossing pipeline protection system and construction method - Google Patents
A municipal crossing pipeline protection system and construction method Download PDFInfo
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- CN117249303A CN117249303A CN202311436527.4A CN202311436527A CN117249303A CN 117249303 A CN117249303 A CN 117249303A CN 202311436527 A CN202311436527 A CN 202311436527A CN 117249303 A CN117249303 A CN 117249303A
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- Prior art keywords
- pipeline
- support layer
- municipal
- arc
- bearing plate
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- 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
- F16L1/11—Accessories therefor, e.g. anchors for the detection or protection of pipes in the ground
-
- 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
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
本发明提供了一种市政过路管线保护系统，包括保护垫层、第一支撑层及第二支撑层，保护垫层铺设于管道下方的混凝土；第一支撑层依管道的管沟两侧搭设，并将管道完全覆盖；第二支撑层为弧形承载板，设于第一支撑层之上，其一端使用限位器限位于管沟周围的现状土体，另一端通过铆钉固定，铆钉插设于管沟周围的现状土体内。本发明的市政过路管线保护系统，弧形承载板及限位器具有承载强度高的特点，使用寿命长，性能较为稳定，当管道上方土体受压时，主要由弧形承载板抵消管道上方的荷载并将其均匀传递至两侧限位器处；门型压板作为安全储备，当弧形承载板及限位器承遭到破坏时，顶部荷载能由下方的门型压板传递至两侧土体，进一步保证管道安全。
The invention provides a municipal crossing pipeline protection system, which includes a protective cushion layer, a first support layer and a second support layer. The protective cushion layer is laid on the concrete below the pipeline; the first support layer is erected on both sides of the trench of the pipeline. And completely cover the pipeline; the second support layer is an arc-shaped load-bearing plate, which is located above the first support layer. One end of it is limited to the existing soil around the pipe trench using a limiter, and the other end is fixed by rivets, and the rivets are inserted within the existing soil surrounding the pipe trench. In the municipal crossing pipeline protection system of the present invention, the arc-shaped bearing plate and the limiter have the characteristics of high bearing strength, long service life, and relatively stable performance. When the soil above the pipeline is under pressure, the arc-shaped bearing plate mainly offsets the pressure above the pipeline. The load is evenly transferred to the stoppers on both sides; the door pressure plate serves as a safety reserve. When the arc-shaped load-bearing plate and the stopper are damaged, the top load can be transferred to both sides from the door pressure plate below. soil to further ensure pipeline safety.
Description
Technical Field
The invention relates to the technical field of municipal engineering road pipeline construction, in particular to a municipal road pipeline protection system and a construction method.
Background
Along with the continuous promotion of urban modernization, municipal works are important contents of urban development and important foundations of orderly operation of cities, municipal works such as municipal roads, bridges, underground comprehensive pipe galleries and comprehensive pipe networks are more and more, different underground pipe networks are often needed to be spanned in the municipal works, damage to the pipe networks is possibly caused by slightly careless construction operation, and extra construction risks and cost are increased. The pipe network which hinders the progress of the engineering is generally changed in a migration mode to reduce the influence on the engineering, but when underground pipelines which cannot be changed in a migration mode and structures are crossed and cannot be changed in a migration mode, an in-situ protection mode is generally adopted for carrying out in-situ protection. In particular to a comprehensive pipe network for permanent engineering, which is especially used for ensuring the operation and use of the pipe network and avoiding the damage to the pipeline, so that the prevention of the transition and the in-situ protection of the manufactured pipeline are extremely critical, and an effective protection thought is needed.
Disclosure of Invention
In view of this, the present invention proposes, in one aspect, a municipal bypass line protection system comprising:
a protective cushion layer which is concrete paved below the pipeline;
the first supporting layer is erected on two sides of a pipe ditch of the pipeline and completely covers the pipeline;
a second supporting layer, which is an arc-shaped bearing plate and is arranged on the first supporting layer, one end of which is limited in use
The positioner is limited in the current soil body around the pipe ditch, the other end of the positioner is fixed through rivets, and the rivets are inserted into the current soil body around the pipe ditch.
Further, fine sand is filled between the first supporting layer and the pipeline for buffering protection.
Further, backfill is filled above the second supporting layer until the pavement.
Further, the first supporting layer is a door-shaped pressing plate, two cross arms of the door-shaped pressing plate are erected on two sides of the pipe ditch, and two vertical arms of the door-shaped pressing plate can be attached to the side wall of the pipe ditch.
Further, one end of the arc-shaped bearing plate is provided with a first clamping block matched with the limiter, and the other end of the arc-shaped bearing plate is provided with a second clamping block matched with the rivet.
Further, the rivet is an L-shaped rivet, and the right angle of the L-shaped rivet is tightly clamped with the second clamping block.
Further, the protection cushion layer is a cushion layer formed by paving fine stone concrete.
Further, the door-shaped pressing plate is prefabricated by prefabricated reinforced concrete or Q235 steel.
The municipal road pipeline protection system consists of a protection cushion layer and two support layers; the arc-shaped bearing plate and the limiter of the second supporting layer are mainly prefabricated by reinforced concrete or steel, have the characteristics of high bearing strength, long service life and stable performance, and when the soil body above the pipeline is pressed, the load above the pipeline is mainly counteracted by the arc-shaped bearing plate and is uniformly transferred to the limiters on the two sides; the door-shaped pressing plate of the first supporting layer is used as a safety reserve, and when the arc-shaped bearing plate and the limiter are damaged, top load can be transmitted to soil bodies on two sides through the door-shaped pressing plate below, so that the safety of the pipeline is further guaranteed.
The invention also provides a municipal road pipeline protection construction method, which comprises the following operations:
digging a pipe ditch, namely digging out soil at the two sides and the top of the current pipeline below and at the two sides of the current pipeline, wherein the soil is in a step shape;
constructing a protection cushion layer, paving a pipeline in the pipeline, pouring the protection cushion layer below the pipeline, backfilling fine sand on two sides and below the pipeline after the cushion layer meets the strength, and compacting;
constructing a supporting layer, installing a first supporting layer above the pipeline, and erecting an arc-shaped bearing plate above the first supporting layer to serve as a second supporting layer;
and step four, backfilling, namely backfilling the space above the bearing plate to the elevation of the road surface.
Further, the protection cushion layer is a fine sand stone concrete cushion layer.
Further, the first supporting layer is a door-shaped pressing plate, and the door-shaped pressing plate is prefabricated by prefabricated reinforced concrete or Q235 steel.
Further, one end of the arc-shaped bearing plate is fixed by using a limiter, and the other end of the arc-shaped bearing plate is fixed by using a rivet.
Further, the construction method of the second supporting layer comprises the following steps: installing and inserting the arc-shaped bearing plate from the center of the pipeline to one side at the clamping groove of the limiter; the rivet is clamped to the arc bearing plate and pressed into the current soil body from the other side of the pipeline to be fixed.
According to the municipal pipeline protection construction method, pipeline protection is carried out by utilizing structures such as a protection cushion layer, a door-shaped pressing plate, a limiting plate, an arc-shaped bearing plate and the like; the arc-shaped bearing plate and the limiters are mainly prefabricated by reinforced concrete or steel, have the characteristics of high bearing strength, long service life and stable performance, and when the soil body above the pipeline is pressed, the load above the pipeline is counteracted by the arc-shaped bearing plate and is uniformly transferred to the limiters on the two sides; the door-type pressing plate is used as a safety reserve, and when the arc-shaped bearing plate and the limiter are damaged, top load can be transmitted to soil bodies on two sides through the door-type pressing plate below, so that the safety of the pipeline is further ensured.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to designate like parts throughout the figures. In the drawings:
fig. 1 is a schematic structural diagram of a municipal bypass pipeline protection system according to an embodiment of the invention;
fig. 2 is a schematic diagram of steps of a municipal road pipeline protection construction method according to an embodiment of the invention;
in the figure, 1, pipeline, 2, concrete cushion (protection bed course), 3, fine sand, 4, door-type clamp plate (first supporting layer), 5, stopper, 6, arc loading board (second supporting layer), 7, road surface, 8, rivet, 9, current soil body, 10, trench, 11, backfill.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art. It should be noted that, without conflict, the embodiments of the present invention and features of the embodiments may be combined with each other. The invention will be described in detail below with reference to the drawings in connection with embodiments.
Referring to fig. 1, a municipal pipeline protection system, a protection cushion layer 2, a first support layer 4 and a second support layer 6; the protection cushion layer 2 is concrete paved below the pipeline; the first supporting layer 4 is erected according to two sides of a pipe ditch 10 of the pipeline, and the pipeline 1 is completely covered; the second supporting layer 6 is an arc-shaped bearing plate 6 and is arranged on the first supporting layer 4, one end of the second supporting layer is limited on the current soil body 9 around the pipe ditch 10 by using the limiter 5, the other end of the second supporting layer is fixed by rivets 8, and the rivets 8 are inserted into the current soil body 9 around the pipe ditch 10.
In this embodiment, fine sand 3 is filled between the first supporting layer 4 and the pipe 1 for buffer protection.
In this embodiment, the backfill 11 is filled above the second supporting layer 6 up to the road surface 7.
In this embodiment, the first supporting layer 4 is a gate-shaped pressing plate, two cross arms of the gate-shaped pressing plate 4 are erected on two sides of the pipe trench 10, and two vertical arms of the gate-shaped pressing plate 4 can be attached to the side wall of the pipe trench 10.
In this embodiment, a first clamping block adapted to the limiter 5 is disposed at one end of the arc-shaped bearing plate 6, and a second clamping block adapted to the rivet 8 is disposed at the other end.
In this embodiment, the rivet 8 is an L-shaped rivet, and a right angle of the L-shaped rivet is tightly fastened to the second clamping block.
Further, the protection cushion layer 2 is a cushion layer paved by fine stone concrete.
Further, the door-shaped pressing plate 4 is prefabricated by prefabricated reinforced concrete or Q235 steel.
The municipal road pipeline protection system consists of a protection cushion layer and two support layers; the arc-shaped bearing plate and the limiter of the second supporting layer are mainly prefabricated by reinforced concrete or steel, have the characteristics of high bearing strength, long service life and stable performance, and when the soil body above the pipeline is pressed, the load above the pipeline is mainly counteracted by the arc-shaped bearing plate and is uniformly transferred to the limiters on the two sides; the door-shaped pressing plate of the first supporting layer is used as a safety reserve, and when the arc-shaped bearing plate and the limiter are damaged, top load can be transmitted to soil bodies on two sides through the door-shaped pressing plate below, so that the safety of the pipeline is further guaranteed.
In another aspect, the invention further provides a municipal road pipeline protection construction method, which is shown by referring to fig. 2, and comprises the following operations: digging a pipe ditch, namely digging out soil at the two sides and the top of the current pipeline below and at the two sides of the current pipeline, wherein the soil is in a step shape; constructing a protection cushion layer, paving a pipeline in the pipeline, pouring the protection cushion layer below the pipeline, backfilling fine sand on two sides and below the pipeline after the cushion layer meets the strength, and compacting; constructing a supporting layer, installing a first supporting layer above the pipeline, and erecting an arc-shaped bearing plate above the first supporting layer to serve as a second supporting layer; and step four, backfilling, namely backfilling the space above the bearing plate to the elevation of the road surface.
In this embodiment, the protection cushion layer is a fine sand concrete cushion layer.
In this embodiment, the first supporting layer is a door-shaped pressing plate, and the door-shaped pressing plate is prefabricated by prefabricated reinforced concrete or Q235 steel.
In this embodiment, one end of the arc-shaped bearing plate is fixed by using a limiter, and the other end is fixed by using a rivet.
In this embodiment, the construction method of the second supporting layer includes: installing and inserting the arc-shaped bearing plate from the center of the pipeline to one side at the clamping groove of the limiter; the rivet is clamped to the arc bearing plate and pressed into the current soil body from the other side of the pipeline to be fixed.
The most preferred embodiment of this embodiment is as follows, with reference to fig. 1:
firstly, manually digging out soil at two sides and the top of the current pipeline under and at two sides of the current pipeline 1, and digging out a pipe ditch 10 in a step shape; pouring a fine stone concrete cushion layer 2 below the pipeline, backfilling and compacting fine sand 3 on two sides and below the pipeline 1 after the cushion layer meets the strength; step three, installing a door-shaped pressing plate 4, wherein the pressing plate is prefabricated by adopting prefabricated reinforced concrete or Q235 steel; step four, installing and fixing a limiter 5; the arc-shaped bearing plate 6 is installed and inserted into the clamping groove of the limiter 5 from the center of the pipeline to one side; step five, clamping the arc-shaped bearing plate 6 by the rivet 8, pressing the bearing plate into the current soil body 9 from the other side of the pipeline, and fixing the bearing plate; and step six, backfilling soil above the bearing plate to the original elevation by using backfill 11 to reach the position of the pavement 7.
According to the municipal pipeline protection construction method, pipeline protection is carried out by utilizing structures such as a protection cushion layer, a door-shaped pressing plate, a limiting plate, an arc-shaped bearing plate and the like; the arc-shaped bearing plate and the limiters are mainly prefabricated by reinforced concrete or steel, have the characteristics of high bearing strength, long service life and stable performance, and when the soil body above the pipeline is pressed, the load above the pipeline is counteracted by the arc-shaped bearing plate and is uniformly transferred to the limiters on the two sides; the door-type pressing plate is used as a safety reserve, and when the arc-shaped bearing plate and the limiter are damaged, top load can be transmitted to soil bodies on two sides through the door-type pressing plate below, so that the safety of the pipeline is further ensured.
It should be noted that, in the description of the present invention, terms such as "upper," "lower," "left," "right," "inner," "outer," and the like indicate directions or positional relationships based on the directions or positional relationships shown in the drawings, which are merely for convenience of description, and do not indicate or imply that the apparatus or elements must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present invention.
Furthermore, it should be noted that, in the description of the present invention, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention can be understood by those skilled in the art according to the specific circumstances.
It will be apparent to those skilled in the art that various modifications and variations can be made to the present invention without departing from the spirit or scope of the invention. Thus, it is intended that the present invention also include such modifications and alterations insofar as they come within the scope of the appended claims or the equivalents thereof.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311436527.4A CN117249303A (en) | 2023-10-31 | 2023-10-31 | A municipal crossing pipeline protection system and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311436527.4A CN117249303A (en) | 2023-10-31 | 2023-10-31 | A municipal crossing pipeline protection system and construction method |
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| Publication Number | Publication Date |
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| CN117249303A true CN117249303A (en) | 2023-12-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202311436527.4A Pending CN117249303A (en) | 2023-10-31 | 2023-10-31 | A municipal crossing pipeline protection system and construction method |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106764060A (en) * | 2016-12-22 | 2017-05-31 | 温州全晟市政园林工程有限公司 | A kind of town road pipeline protection structure and its construction method |
| CN111236299A (en) * | 2020-01-14 | 2020-06-05 | 江苏金树建设有限公司 | Municipal road pipeline reinforcement protection system and construction method thereof |
| KR102180213B1 (en) * | 2020-04-21 | 2020-11-18 | 오헌영 | Concrete Formwork for Installation of Water and Sewer Pipes and Construction Method using the same |
| CN112392086A (en) * | 2020-12-14 | 2021-02-23 | 滁州市瑞景园林建设有限公司 | Municipal road construction method |
| CN114108697A (en) * | 2021-11-22 | 2022-03-01 | 华东交通大学 | Settlement compensation protection structure of underground pipeline and construction method thereof |
-
2023
- 2023-10-31 CN CN202311436527.4A patent/CN117249303A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106764060A (en) * | 2016-12-22 | 2017-05-31 | 温州全晟市政园林工程有限公司 | A kind of town road pipeline protection structure and its construction method |
| CN111236299A (en) * | 2020-01-14 | 2020-06-05 | 江苏金树建设有限公司 | Municipal road pipeline reinforcement protection system and construction method thereof |
| KR102180213B1 (en) * | 2020-04-21 | 2020-11-18 | 오헌영 | Concrete Formwork for Installation of Water and Sewer Pipes and Construction Method using the same |
| CN112392086A (en) * | 2020-12-14 | 2021-02-23 | 滁州市瑞景园林建设有限公司 | Municipal road construction method |
| CN114108697A (en) * | 2021-11-22 | 2022-03-01 | 华东交通大学 | Settlement compensation protection structure of underground pipeline and construction method thereof |
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