Working well and construction method thereof, underground pipeline working well device and construction method thereof

文档序号：238227 发布日期：2021-11-12 浏览：20次中文

阅读说明：本技术 工井及其施工方法以及地下管道工井装置及其施工方法 (Working well and construction method thereof, underground pipeline working well device and construction method thereof ) 是由孙志成田国平王稳郝鑫曹岳薛园门旭于 2021-08-27 设计创作，主要内容包括：本发明公开了一种工井及其施工方法以及地下管道工井装置及其施工方法,工井的施工方法包括以下步骤：确定所述第一沉管的下沉位置；步骤2、将所述第一沉管在所述下沉位置处下沉；步骤3、在所述第一沉管下沉到第一预设深度时,将所述第二沉管放置在所述第一沉管上；步骤4、所述第二沉管随所述第一沉管一起下沉,将所述第一沉管下沉至第二预设深度；步骤5、清除所述井筒内的土壤,将所述第一沉管的下部和地下管道的上部相连,以便所述井筒的内部与所述地下管道的内部连通。本发明实施例的工井的施工方法具有对周围环境影响小、施工效率高和施工安全性高等优点。(The invention discloses a working well and a construction method thereof, and an underground pipeline working well device and a construction method thereof, wherein the construction method of the working well comprises the following steps: determining the sinking position of the first sinking pipe; step 2, sinking the first sinking pipe at the sinking position; step 3, when the first immersed tube is sunk to a first preset depth, placing the second immersed tube on the first immersed tube; step 4, the second immersed tube sinks together with the first immersed tube, and the first immersed tube sinks to a second preset depth; and 5, removing soil in the shaft, and connecting the lower part of the first immersed tube with the upper part of an underground pipeline so as to ensure that the inside of the shaft is communicated with the inside of the underground pipeline. The construction method of the working well provided by the embodiment of the invention has the advantages of small influence on the surrounding environment, high construction efficiency, high construction safety and the like.)

1. A construction method of a work well, characterized in that the work well comprises a well bore including a first sinking tube and a second sinking tube, each of the first sinking tube and the second sinking tube being a concrete tube, the second sinking tube being disposed at an upper portion of the first sinking tube; the construction method of the working well comprises the following steps:

step 1, determining a sinking position of the first sinking pipe;

step 2, sinking the first sinking pipe at the sinking position;

step 3, when the first immersed tube is sunk to a first preset depth, placing the second immersed tube on the first immersed tube;

step 4, the second immersed tube sinks together with the first immersed tube, and the first immersed tube sinks to a second preset depth; and

and 5, removing soil in the shaft, and connecting the lower part of the first immersed tube with the upper part of an underground pipeline so as to ensure that the inside of the shaft is communicated with the inside of the underground pipeline.

2. A method of constructing a work well according to claim 1 wherein said step 3 comprises: sleeving metal sleeves on the upper portion of the first immersed tube and the lower portion of the second immersed tube, forming a pouring cavity between the metal sleeves and the upper portion of the first immersed tube, and injecting a waterproof agent into the pouring cavity so as to connect the first immersed tube and the second immersed tube;

alternatively, the step 3 comprises: when the first immersed tube sinks to a first preset depth, the second immersed tube with the lower portion sleeved with the metal sleeve is placed on the first immersed tube, a part of the metal sleeve is sleeved on the upper portion of the first immersed tube, a pouring cavity is formed between the metal sleeve and the upper portion of the first immersed tube, and a waterproof agent is injected into the pouring cavity so as to enable the first immersed tube to be connected with the second immersed tube.

3. A method of constructing a working well according to claim 2, wherein a first seal ring is fitted over the upper portion of the first immersed tube, and then the metal sleeve is fitted over the upper portion of the first immersed tube so that the first seal ring is interposed between the metal sleeve and the first immersed tube in a radial direction of the well bore.

4. A method of constructing a work well according to claim 2 or 3 wherein an elastomeric pad is placed on the upper end face of the first sinking tube and then the second sinking tube is placed on the elastomeric pad so that the elastomeric pad is vertically sandwiched between the lower end face of the second sinking tube and the upper end face of the first sinking tube.

5. The construction method of a working well according to claim 4, wherein a sealant is applied to an inner circumferential surface of the elastic pad so that the sealant is vertically interposed between the lower end surface of the second immersed tube and the upper end surface of the first immersed tube, and then the second immersed tube is sunk together with the first immersed tube.

6. A method of constructing a work well according to any one of claims 1 to 3, wherein in the step 3, sand is filled between the lower part of the first sinking tube and the soil while the first sinking tube is sunk to a third predetermined depth, which is smaller than the first predetermined depth, so that the sand is sunk to the first predetermined depth together with the first sinking tube.

7. A construction method of an underground pipeline well working device is characterized in that the underground pipeline well working device comprises the following steps:

the underground pipeline is provided with a working well hole; and

a work well comprising a wellbore comprising a first sinking tube and a second sinking tube, each of the first sinking tube and the second sinking tube being a concrete tube, the second sinking tube being disposed at an upper portion of the first sinking tube, the first sinking tube being disposed at an upper portion of the underground pipe, a lower portion of the first sinking tube being connected to an upper portion of the underground pipe, an interior of the wellbore being in communication with an interior of the underground pipe through the work well bore; the construction method of the underground pipeline working well device comprises the construction method of the working well as claimed in any one of claims 1-6.

8. The method of claim 7, wherein the underground pipe comprises a pipe jacking;

in the step 1, the jacking pipe is jacked into soil, the jacking pipe is horizontally arranged, and the sinking position of the first sinking pipe is determined according to the position of the jacking pipe;

in the step 5, soil in the jacking pipe is removed, the jacking pipe is provided with the working hole, and the working hole is opposite to the first immersed pipe in the vertical direction.

9. The construction method of the underground pipeline working well device according to claim 8, wherein the upper part of the top pipe is embedded with a connecting plate, and the lower part of the first immersed pipe is embedded with a cutting edge;

in the step 5, soil in the top pipe is removed, the cutting edge is connected with the connecting plate so as to connect the lower part of the first immersed pipe with the upper part of the top pipe, concrete is chiseled on the top pipe to form a top pipe through hole, a connecting plate hole is cut on the connecting plate, and the top pipe through hole and the connecting plate hole are communicated in the up-down direction to form the working well hole.

10. The method of claim 9, wherein in the step 5, the top pipe is pre-set with reinforcing bars as pre-set reinforcing bars when the top pipe is chiseled to remove concrete, after the working hole is formed, reinforcing bars are bound in the blade legs as connecting reinforcing bars, the connecting reinforcing bars are connected with the pre-set reinforcing bars, and then concrete is poured at the joints of the blade legs and the connecting plates to form a post-cast well wall, so that the well shaft and the top pipe are integrated.

11. The method of claim 7, wherein the underground pipe comprises a shield pipe, the shield pipe comprises a first concrete segment and a second concrete segment, the first concrete segment and the second concrete segment are connected, and the well bore is disposed in the first concrete segment;

in the step 1, a tunnel is formed by underground excavation of a shield machine, the first concrete segment and the second concrete segment are assembled in the tunnel so as to be connected with each other to form the shield pipe, the shield pipe is horizontally arranged, and the sinking position of the first sinking pipe is determined according to the position of the first concrete segment;

in the step 5, the working hole is formed in the first concrete pipe, and the working hole is opposite to the first immersed tube in the vertical direction.

12. The construction method of an underground pipe working well device according to claim 11, wherein the first concrete pipe is embedded with a connecting plate, and the lower part of the first immersed tube is embedded with a cutting edge;

in the step 5, soil in the shaft is removed, the blade leg is connected to the connecting plate so as to connect the lower portion of the first immersed tube to the first concrete segment, concrete is chiseled off from the first concrete segment to form a segment through hole, a connecting plate hole is cut in the connecting plate, and the segment through hole and the connecting plate hole are vertically communicated to form the working hole.

13. A method of constructing an underground pipe working well device according to claim 12, wherein there are two first concrete pipe pieces, each of the first concrete pipe pieces has a semi-circular steel ring embedded therein, each of the semi-circular steel rings has cut concrete cast therein, the two first concrete pipe pieces are joined in step 1 so that the two semi-circular steel rings are butted to form a circular steel ring, and in step 5, the cut concrete is chiseled off from the first concrete pipe pieces so that the circular steel rings define the pipe piece through-holes.

14. A method of constructing an underground pipe work well apparatus according to claim 7, wherein the underground pipe is a tunnel concrete pipe, and in the step 5, soil in the well bore is removed and then the tunnel concrete pipe is formed by a mining method.

15. A work well, characterized in that it is a work well implemented by the method of construction of a work well according to any one of claims 1 to 6.

16. An underground pipe work well device, characterized in that the underground pipe work well device is an underground pipe work well device implemented by the construction method of the underground pipe work well device according to any one of claims 7 to 14.

Technical Field

The invention relates to the technical field of working wells, in particular to an underground pipeline working well device and a construction method thereof, and an underground pipeline working well device and a construction method thereof.

Background

In long-distance electric power pipe jacking engineering, manholes (work wells) need to be arranged at intervals so as to meet the requirements of paying off, overhauling and safe escape of power cables. In the related technology, a manhole construction mode adopts an open cut method, namely, a foundation pit is excavated at a set position, then supporting is carried out in the foundation pit, then formwork support of the manhole well is carried out in the foundation pit, then reinforcing steel bars are bound and concrete is poured, and finally maintenance and formwork removal are carried out on the manhole well. The problems of large damage to the road surface, long construction period, low construction safety and the like exist.

Disclosure of Invention

The present invention is directed to solving, at least to some extent, one of the technical problems in the related art.

Therefore, the embodiment of the invention provides a working well, which aims to solve the technical problem of low working well construction efficiency in the related technology;

the embodiment of the invention provides a construction method of an underground pipeline working well device, which aims to solve the technical problems that the construction method in the related technology has large influence on the surrounding environment, low construction efficiency and poor construction safety.

The embodiment of the invention provides an underground pipeline well working device, which aims to solve the technical problem that the underground pipeline well working device in the related technology is low in construction efficiency;

The working well comprises a shaft, wherein the shaft comprises a first immersed tube and a second immersed tube, each of the first immersed tube and the second immersed tube is a concrete tube, and the second immersed tube is arranged at the upper part of the first immersed tube; the construction method of the working well comprises the following steps:

step 1, determining a sinking position of the first sinking pipe;

step 2, sinking the first sinking pipe at the sinking position;

step 3, when the first immersed tube is sunk to a first preset depth, placing the second immersed tube on the first immersed tube;

step 4, the second immersed tube sinks together with the first immersed tube, and the first immersed tube sinks to a second preset depth; and

The construction method of the working well has the advantages of small influence on the surrounding environment, high construction efficiency, high construction safety and the like.

In some embodiments, the step 3 comprises: sleeving metal sleeves on the upper portion of the first immersed tube and the lower portion of the second immersed tube, forming a pouring cavity between the metal sleeves and the upper portion of the first immersed tube, and injecting a waterproof agent into the pouring cavity so as to connect the first immersed tube and the second immersed tube;

In some embodiments, a first sealing ring is sleeved on the upper portion of the first immersed tube, and then the metal sleeve is sleeved on the upper portion of the first immersed tube, so that the first sealing ring is clamped between the metal sleeve and the first immersed tube in the radial direction of the shaft.

In some embodiments, an elastic pad is placed on the upper end surface of the first sinking tube, and then the second sinking tube is placed on the elastic pad, so that the elastic pad is vertically sandwiched between the lower end surface of the second sinking tube and the upper end surface of the first sinking tube.

In some embodiments, a sealant is first applied to an inner circumferential surface of the elastic pad so as to be vertically sandwiched between the lower end surface of the second sinking tube and the upper end surface of the first sinking tube, and then the second sinking tube sinks together with the first sinking tube.

In some embodiments, in the step 3, sand is filled between the lower portion of the first sinking tube and the soil while the first sinking tube is sunk to a third predetermined depth, so that the sand is sunk to the first predetermined depth together with the first sinking tube, and the third predetermined depth is less than the first predetermined depth.

According to the construction method of the underground pipeline well working device provided by the embodiment of the invention, the underground pipeline well working device comprises the following steps:

the underground pipeline is provided with a working well hole; and

a work well comprising a wellbore comprising a first sinking tube and a second sinking tube, each of the first sinking tube and the second sinking tube being a concrete tube, the second sinking tube being disposed at an upper portion of the first sinking tube, the first sinking tube being disposed at an upper portion of the underground pipe, a lower portion of the first sinking tube being connected to an upper portion of the underground pipe, an interior of the wellbore being in communication with an interior of the underground pipe through the work well bore; the construction method of the underground pipeline work well device comprises the construction method of the work well according to any embodiment of the invention.

The construction method of the underground pipeline working well has the advantages of small influence on the surrounding environment, high construction efficiency, high construction safety and the like.

In some embodiments, the underground conduit comprises a pipe jacking;

in the step 5, soil in the jacking pipe is removed, the jacking pipe is provided with the working hole, and the working hole is opposite to the first immersed pipe in the vertical direction.

In some embodiments, a connecting plate is embedded in the upper part of the top pipe, and a cutting edge is embedded in the lower part of the first immersed pipe;

In some embodiments, in step 5, when the concrete is chiseled off from the top pipe, the steel bars of the top pipe are reserved as reserved steel bars, after the working hole is formed, steel bars are bound in the blade feet as connecting steel bars, the connecting steel bars are connected with the reserved steel bars, and then concrete is poured at the joints of the blade feet and the connecting plates to form a post-cast well wall, so that the well bore and the top pipe are formed into a whole.

In some embodiments, the underground conduit comprises a shield pipe comprising a first concrete segment and a second concrete segment, the first concrete segment and the second concrete segment being joined, the worksite bore being disposed in the first concrete segment;

in the step 5, the working hole is formed in the first concrete pipe, and the working hole is opposite to the first immersed tube in the vertical direction.

In some embodiments, a connecting plate is embedded on the first concrete pipe sheet, and a cutting edge is embedded on the lower part of the first immersed tube;

In some embodiments, there are two first concrete pipe pieces, each of the first concrete pipe pieces is embedded with a semicircular steel ring, each of the semicircular steel rings is cast with machinable concrete, in step 1, the two first concrete pipe pieces are connected to each other so that the two semicircular steel rings are abutted to form a circular steel ring, and in step 5, the machinable concrete is chiseled on the first concrete pipe pieces so that the circular steel rings define the pipe piece through holes.

In some embodiments, the underground pipe is a tunnel concrete pipe, and in step 5, soil in the wellbore is removed, and then the tunnel concrete pipe is formed by a mining method.

The working well according to the embodiment of the invention is implemented by adopting the working well construction method of any one of the above embodiments of the invention.

The working well provided by the embodiment of the invention has the advantages of high construction efficiency and the like.

The underground pipeline well working device provided by the embodiment of the invention is implemented by adopting the construction method of the underground pipeline well working device provided by any one of the embodiments of the invention.

The underground pipeline working well device provided by the embodiment of the invention has the advantages of high construction efficiency and the like.

Drawings

FIG. 1 is a front view of a subterranean tubing well device according to one embodiment of the present invention.

Fig. 2 is a left side view of fig. 1.

Fig. 3 is a schematic structural view of the first sinking tube of fig. 1.

Fig. 4 is a schematic structural view of the second sinking tube of fig. 1.

Fig. 5 is a schematic structural view of a junction of the first sinking tube and the second sinking tube of fig. 1.

Fig. 6 is an expanded view of the blade foot of fig. 1.

Fig. 7 is a state view of the first sinking tube of fig. 1 being sunk.

Fig. 8 is a schematic structural view of a subterranean well bore device according to yet another embodiment of the present invention.

Fig. 9 is a left side view of fig. 8.

Fig. 10 is an expanded view of the underground pipe of fig. 9.

Fig. 11 is a schematic view of the structure of fig. 10 when two first concrete segments are aligned.

Fig. 12 is an exploded view of two of the first concrete segments of fig. 11.

FIG. 13 is a schematic diagram of a subterranean tubing well device according to yet another embodiment of the present invention.

Fig. 14 is a left side view of fig. 13.

Fig. 15 is a schematic structural view illustrating a construction process of the underground pipework well device of fig. 13.

Fig. 16 is a schematic structural view of a third sinking tube of the underground pipework well installation according to still another embodiment of the present invention.

Reference numerals:

an underground pipe work well device 100;

a top pipe 10; pipe wall 101 of the top pipe; a connecting plate 102; a tool bore hole 103;

an underground pipe work well device 200;

a shield pipe 11; the shield wall 111; a connecting plate 112; a tool bore hole 113;

a first concrete segment 114; a semicircular steel ring 1141; concrete 1142 can be cut; a steel grid 1143; filled concrete 1144;

a second concrete segment 115;

reinforcing cement paste 116;

an underground pipe work well device 300;

a tunnel concrete pipe 12; concrete pipe wall 121; a work well bore 123;

an anchor rod 124; a steel arch 125; primary lining concrete 126; secondary lining concrete 127; a soil body 128;

a wellbore 2;

a first sinking tube 201; a first caisson wall 2010; a blade foot 2011; a blade anchor 2012; a gap 2013; a metal ring 2014; a metal ring anchor 2015; a grouting conduit 2016; a stiffening steel ring 2017; perfusion chamber 2018;

a second dip tube 202; second caisson wall 2020; a metal sleeve 2021; a sleeve anchor 2022; a stiffening steel ring 2023; a second seal ring 2024; a first seal ring 203; an elastic pad 204; a sealant 205;

a third immersed tube 203; third dip tube wall 2030; a gap 20313; a metal ring 20314; a metal ring anchor 20315; a grouting conduit 20316; a stiffening steel ring 20317; a metal sleeve 20321; a sleeve anchor 20322; a stiffening steel ring 20323; a second seal 20324;

post-cast well wall 3;

4, sand;

a ladder stand 5; a ladder anchor 501;

and a well cover 6.

Detailed Description

Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings. The embodiments described below with reference to the drawings are illustrative and intended to be illustrative of the invention and are not to be construed as limiting the invention.

The underground pipeline well working device comprises an underground pipeline and a shaft, wherein the underground pipeline is provided with a well working hole, the shaft is arranged at the upper part of the underground pipeline, and the lower part of the shaft is connected with the upper part of the underground pipeline.

The pit shaft comprises a first immersed tube and a second immersed tube, each of the first immersed tube and the second immersed tube is a concrete tube, the second immersed tube is arranged on the upper portion of the first immersed tube, the first immersed tube is arranged on the upper portion of the underground pipeline, the lower portion of the first immersed tube is connected with the upper portion of the underground pipeline, and the inside of the pit shaft is communicated with the inside of the underground pipeline through a working hole.

The construction method of the underground pipeline well working device comprises a well working construction method and underground pipeline implementation by adopting an underground excavation method. The construction method of the working well comprises the following steps:

step 1, determining a sinking position of the first sinking pipe;

step 2, sinking the first sinking pipe at the sinking position;

step 3, when the first immersed tube is sunk to a first preset depth, placing the second immersed tube on the first immersed tube;

step 4, the second immersed tube sinks together with the first immersed tube, and the first immersed tube sinks to a second preset depth; and

The first sinking pipe can sink by adopting the existing sinking pipe sinking method, such as draining sinking method and non-draining sinking method, for example, the soil at the lower part of the first sinking pipe is washed by a high-pressure water gun, and the first sinking pipe sinks under the action of self gravity. If the first sinking pipe or the second sinking pipe is difficult to sink, auxiliary sinking means such as top load increasing and the like can be adopted for sinking.

The first preset depth is the sinking depth of the first sinking pipe when the upper part of the first sinking pipe is flush with the ground. Of course, the first preset depth may be other depths, and it is only necessary to ensure that when the first immersed tube sinks to the first preset depth, the constructor can conveniently place the second immersed tube on the first immersed tube.

The second preset depth is the sinking depth of the first immersed tube when the lower part of the first immersed tube can be in contact connection with the upper part of the underground pipeline.

On one hand, the first immersed tube and the second immersed tube are immersed to the preset depth by adopting an immersed tube method, and the underground pipeline is implemented by adopting a subsurface excavation method, so that compared with the related technology, a foundation pit does not need to be excavated on the ground, the damage to the road surface is reduced, and the influence on the surrounding environment is smaller; on the other hand, because the first immersed tube and the second immersed tube both adopt concrete pipes, compared with the related technology, the process of formwork support, concrete pouring, maintenance and form removal is omitted, and the construction efficiency of the underground pipeline well working device can be greatly improved. In addition, in the whole work well and underground piping's the work well, constructor mostly carries out the construction subaerial, even constructor carries out the construction in the below ground, also carries out the construction in first immersed tube or second immersed tube, compares with relevant technique, avoids constructor to strut in unstable foundation ditch and operation such as formwork, can effectively improve construction safety.

Therefore, the working well has the advantages of high construction efficiency and the like.

The underground pipeline working well device provided by the embodiment of the invention has the advantages of high construction efficiency and the like.

The construction method of the working well has the advantages of small influence on the surrounding environment, high construction efficiency, high construction safety and the like.

The construction method of the underground pipeline working well device has the advantages of small influence on the surrounding environment, high construction efficiency, high construction safety and the like.

Reference is now made to a description of a method of implementing an underground pipe work well apparatus 100 in accordance with an embodiment of the present invention.

Referring to fig. 1 to 7, an underground pipe of an underground pipe working well apparatus 100 according to an embodiment of the present invention includes a pipe jacking 10. The construction method of the underground pipeline working well device 100 comprises the following steps:

step 1, jacking a jacking pipe 10 into soil, horizontally arranging the jacking pipe 10, and determining the sinking position of a first sinking pipe 201 according to the position of the jacking pipe 10;

step 2, sinking the first sinking pipe 201 at the sinking position;

step 3, when the first immersed tube 201 sinks to a first preset depth, placing the second immersed tube 202 on the first immersed tube 201;

step 4, sinking the second sinking pipe 202 together with the first sinking pipe 201, and sinking the first sinking pipe 201 to a second preset depth; and

and 5, removing soil in the shaft 2 and the top pipe 10, forming a working hole 103 on the top pipe 10, wherein the working hole 103 is opposite to the first immersed pipe 201 in the vertical direction, and connecting the lower part of the first immersed pipe 201 with the upper part of the top pipe 10, so that the inside of the shaft 2 is communicated with the inside of the top pipe 10 through the working hole 103.

In some embodiments, in step 3, sand 4 is filled between the lower portion of the first settling tube 201 and the soil while the first settling tube 201 sinks to a third preset depth, so that the sand 4 sinks together with the first settling tube 201 to the first preset depth, the third preset depth being less than the first preset depth.

Therefore, the gap between the first immersed tube 201 filled with sand 4 and soil can effectively prevent the first immersed tube 201 from deviating in the horizontal direction, and the position precision of the work well is improved.

In some embodiments, the lower portion of the second sinking tube 202 is sleeved with a metal sleeve 2021, and a portion of the metal sleeve 2021 is sleeved on the upper portion of the first sinking tube 201. A pouring cavity 2018 is formed between the metal sleeve 2021 and the upper portion of the first immersed tube 201, a waterproof agent is arranged in the pouring cavity 2018, a first sealing ring 203 is arranged between the metal sleeve 2021 and the upper portion of the first immersed tube 201 in a clamped mode, and the first sealing ring 203 is arranged on the upper portion of the waterproof agent.

The water repellent may be quick setting cement or water glass.

Therefore, the waterproof performance of the joint of the first immersed tube 201 and the second immersed tube 202 can be improved by using the waterproof agent, so that the service life and the use safety of the underground pipeline working well device 100 are improved.

Preferably, the upper portion of the first sinking tube 201 is provided with a notch 2013, and a perfusion chamber 2018 is formed between the metal sleeve 2021 and the upper portion of the first sinking tube 201 by the notch 2013.

The construction method of the waterproof agent can be at least two, and the first construction method comprises the following steps: the step 3 includes sleeving a metal sleeve 2021 on the upper portion of the first sinking tube 201 and the lower portion of the second sinking tube 202 after placing the second sinking tube 202 on the first sinking tube 201. A pouring cavity 2018 is formed between the metal sleeve 2021 and the upper part of the first immersed tube 201, and a waterproof agent is injected into the pouring cavity 2018 so as to connect the first immersed tube 201 and the second immersed tube 202.

It will be understood by those skilled in the art that the metal sleeve 2021 is provided separately from the first and second sinking tubes 201 and 202, and after the second sinking tube 202 is placed on the first sinking tube 201, the metal sleeve 2021 is fitted over the upper portion of the first sinking tube 201 and the lower portion of the second sinking tube 202 from the lower portion of the first sinking tube 201 or from the upper portion of the second sinking tube 202.

The second construction method comprises the following steps: step 3 comprises placing the second sinking tube 202, the lower part of which is sleeved with a metal sleeve 2021, on the first sinking tube 201 when the first sinking tube 201 sinks to a first preset depth. A portion of the metal sleeve 2021 is fitted over the upper portion of the first sinking tube 201, a pouring chamber 2018 is formed between the metal sleeve 2021 and the upper portion of the first sinking tube 201, and a waterproofing agent is injected into the pouring chamber 2018 so as to connect the first sinking tube 201 and the second sinking tube 202.

As will be appreciated by those skilled in the art, a metal sleeve 2021 is secured to the lower portion of the second dip tube 202. For example, a metal sleeve 2021 is pre-embedded within the second caisson wall 2020 of the second caisson 202 by a sleeve anchor 2022. When the first sinking tube 201 sinks to a first predetermined depth, the second sinking tube 202 is placed on the first sinking tube 201, and a part of the metal sleeve 2021 is sleeved on the upper portion of the first sinking tube 201 in the process that the second sinking tube 202 is placed on the first sinking tube 201.

Preferably, a grouting guide 2016 is provided on the upper portion of the first sinking tube 201, and a waterproofing agent is injected into the pouring chamber 2018 through the grouting guide 2016.

Preferably, a second sealing ring 2024 is disposed between the inner circumferential surface of the metal sleeve 2021 and the second immersed tube wall 202 of the second immersed tube 202. Therefore, the waterproof performance of the joint of the first immersed tube 201 and the second immersed tube 202 is further improved by the second sealing ring 2024, so that the service life and the use safety of the underground pipeline well working device 100 are improved.

Preferably, the second seal ring 2024 is a water-swellable rubber ring.

In some embodiments, a metal ring 2014 is embedded in the upper portion of the first sinking tube 201, and the first sealing ring 203 is sleeved below the metal ring 2014. For example, the metal ring 2014 is pre-embedded in the first caisson wall 2010 of the first caisson 201 by metal ring anchors 2015.

Thus, the structural strength of the joint of the first and second sinkers 201 and 202 can be increased by the metal ring 2014 and the metal sleeve 2021.

Preferably, a stiffening steel ring 2017 is embedded in the upper part of the first immersed tube 201, and a stiffening steel ring 2023 is embedded in the lower part of the second immersed tube 202.

In some embodiments, the first sealing ring 203 is sleeved on the upper portion of the first immersed tube 201, and then the metal sleeve 2021 is sleeved on the upper portion of the first immersed tube 201, so that the first sealing ring 203 is sandwiched between the metal sleeve 2021 and the first immersed tube 201 in the radial direction of the wellbore 2.

Therefore, the waterproof performance of the joint of the first immersed tube 201 and the second immersed tube 202 can be further improved by the first sealing ring 203 clamped between the metal sleeve 2021 and the first immersed tube 201, so that the service life and the use safety of the underground pipeline well working device 100 are improved.

Preferably, the first sealing ring 203 is a wedge-shaped rubber ring.

In some embodiments, an elastic pad 204 is sandwiched between the lower end surface of the second sinking tube 202 and the upper end surface of the first sinking tube 201, a sealant 205 is disposed on an inner circumferential surface of the elastic pad 204, and the sealant 205 is sandwiched between the lower end surface of the second sinking tube 202 and the upper end surface of the first sinking tube 201 in the vertical direction. Wherein the inward and outward directions are as shown in fig. 5.

Therefore, the waterproof performance of the joint of the first immersed tube 201 and the second immersed tube 202 can be further improved by the sealant 205, so that the service life and the use safety of the underground pipeline well-working device 100 are improved.

Preferably, the resilient pad 204 is a skid.

Preferably, the sealant 205 is a sealant paste.

During specific construction, an elastic pad 204 is firstly placed on the upper end face of the first sinking tube 201, and then the second sinking tube 202 is placed on the elastic pad 204, so that the elastic pad 204 is vertically clamped between the lower end face of the second sinking tube 202 and the upper end face of the first sinking tube 201.

Therefore, in the process that the second immersed tube 202 sinks along with the first immersed tube 201, when the second immersed tube 202 is unevenly stressed in the vertical direction, the elastic pad 204 is elastically deformed to enable the second immersed tube 202 to be located at the same horizontal position on the whole, so that the second immersed tube 202 is prevented from inclining, and the construction quality of the underground pipeline well device 100 is improved.

Preferably, the sealant 205 is applied to the inner circumferential surface of the elastic pad 204, so that the sealant 205 is vertically interposed between the lower end surface of the second sinking tube 202 and the upper end surface of the first sinking tube 201, and then the second sinking tube 202 sinks together with the first sinking tube 201.

The sealant 205 is applied to the inner circumferential surface of the elastic pad 204 by the following methods:

the first construction method comprises the following steps: firstly, after an elastic pad 204 is placed on the upper end face of a first immersed tube 201, then a sealant 205 is coated on the inner circumferential surface of the elastic pad 204, and then a second immersed tube 202 sinks together with the first immersed tube 201;

the second construction method comprises the following steps: firstly, coating a sealant 205 on the upper end surface of the first immersed tube 201; then, an elastic pad 204 is placed on the upper end face of the first immersed tube 201; thereafter, the second sinking tube 202 sinks together with the first sinking tube 201.

The third construction method comprises the following steps: firstly, coating a sealant 205 on the upper end surface of the first immersed tube 201; then, the first sinking tube 201 sinks; next, when the first sinking tube 201 sinks to a first preset depth, placing an elastic pad 204 on the upper end surface of the first sinking tube 201; thereafter, the second sinking tube 202 sinks together with the first sinking tube 201.

Therefore, the constructor can perform the operation of coating the sealant 205 on the ground, and compared with the operation of coating the sealant in the shaft by the constructor, the construction safety is further improved.

In some embodiments, the connecting plate 102 is embedded in the upper portion of the top pipe 10, the cutting edge 2011 is embedded in the lower portion of the first immersed pipe 201, and the connecting plate 102 and the cutting edge 2011 are fixedly connected.

Preferably, the web 102 is a web steel plate and the blade 2011 is a steel blade. The connecting steel plate 102 and the steel blade 2011 are connected by welding.

Preferably, the blade foot 2011 is pre-embedded within the first caisson wall 2010 of the first caisson 201 via a blade foot anchor 2012. The connecting plate 102 is embedded in the outer peripheral surface of the pipe jacking wall 101 of the pipe jacking 10.

In step 5, soil in the shaft 2 is removed, then the cutting edge 2011 is connected with the connecting plate 102 so as to connect the lower part of the first immersed tube 201 with the upper part of the top tube 10, then concrete is chiseled on the top tube 10 to form a top tube through hole, a connecting plate hole is cut on the connecting plate 102, and the top tube through hole and the connecting plate hole are communicated in the up-down direction to form the working well hole 103.

Thus, the connection plate 102 and the blade 2011 not only improve the structural strength between the wellbore 2 and the top pipe 10, but also facilitate the connection between the wellbore 2 and the top pipe 10. In addition, the first sinking tube 201 can be conveniently sunk by the blade foot 2011.

Preferably, in step 5, when the concrete is chiseled off from the top pipe 10, the steel bars of the top pipe 10 are reserved as reserved steel bars, after the working well hole 103 is formed, the steel bars are bound in the cutting edge 2011 as connecting steel bars, the connecting steel bars are connected with the reserved steel bars, and then the concrete is poured at the joint of the cutting edge 2011 and the connecting plate 102 to form the post-cast well wall 3, so that the well shaft 2 and the top pipe 10 are integrated.

Therefore, the joint of the shaft 2 and the jacking pipe 10 is good in waterproofness, good in connection stability and structural strength, and beneficial to improving the overall quality of the underground pipeline well working device 100.

Of course, in other embodiments, the wellbore 2 may also include a third caisson 203, shown in fig. 16, with the third caisson 203 being disposed above the first caisson 201, and the second caisson 202 being disposed above the third caisson 201. The upper part of the third sinking tube 203 has the same structure as the upper part of the first sinking tube 201, and the lower part of the third sinking tube 203 has the same structure as the lower part of the second sinking tube 202.

Specifically, the upper part of the third immersed tube 203 is provided with a notch 20313 and a grouting guide pipe 20316, the upper part of the third immersed tube 203 is embedded with a metal ring 20314 through a metal ring anchor 20315, and the upper part of the third immersed tube 203 is embedded with a stiffening steel ring 20317. A metal sleeve 20321 is embedded in the lower part of the third immersed tube 203 through a sleeve anchor 20322, a second sealing ring 20324 is arranged between the metal sleeve 20321 and a third immersed tube wall 2030 of the third immersed tube 203, and a stiffening steel ring 20323 is embedded in the lower part of the third immersed tube 203.

Thus, the lower portion of the third sinking tube 203 is connected to the upper portion of the first sinking tube 201, the upper portion of the third sinking tube 203 is connected to the lower portion of the second sinking tube 202, and the connection structure between the lower portion of the third sinking tube 203 and the upper portion of the first sinking tube 201 is the same as the connection structure between the upper portion of the first sinking tube 201 and the lower portion of the second sinking tube 202 in fig. 5, and the connection structure between the upper portion of the third sinking tube 203 and the lower portion of the second sinking tube 202 is the same as the connection structure between the upper portion of the first sinking tube 201 and the lower portion of the second sinking tube 202 in fig. 5.

The construction method of the underground pipeline well working device 100 further comprises a step 6 of arranging a ladder stand 5 in the shaft 2 and covering the upper part of the shaft 2 with a well cover 6.

Preferably, the ladder 5 is fixed inside the shaft 2 by a ladder anchor 501.

A method of constructing the underground pipe work well apparatus 100 according to one embodiment of the present invention is described in detail below with reference to fig. 1 to 7:

after the jacking pipe 10 is jacked into soil, determining a sinking position according to the position of the jacking pipe 10, and pre-burying a connecting plate 102 on the jacking pipe 10 when prefabricating the jacking pipe 10.

When prefabricating the first immersed tube 201 and the second immersed tube 202, the steel blade foot 3 is embedded in the lower portion of the first immersed tube 201, and the projections of the first immersed tube 201 and the second immersed tube 202 in the vertical direction are circular, so that the later period is convenient to connect with the upper portion of the top tube 10.

The first and second sinking tubes 201 and 202 sink. Wherein, the sinking of the first sinking pipe 201 is divided into a drainage sinking method and a non-drainage sinking method. Can wash the soil of sword foot 2011 department of first heavy pipe 201 lower part through the high-pressure squirt, first heavy pipe 201 sinks in the effect of dead weight, and the sand cushion layer (constitute by sand 4) sinks along with first heavy pipe 201 when sinking, and the first heavy pipe 201 and the soil gap department of filling prevent that first heavy pipe 201 is cheap. If the sinking is difficult, auxiliary sinking means such as increasing the top load can be adopted.

The first and second sinking tubes 201 and 202 are connected in sections. After the first immersed tube 201 sinks to a first preset depth, a second immersed tube 202 is hoisted, the lower portion of the second immersed tube 202 is connected with the upper portion of the first immersed tube 201, a first sealing ring 203 is sleeved on the upper portion of the first immersed tube 201 before the first immersed tube 201 and the second immersed tube 202 are connected, and a skid is placed between the first immersed tube 201 and the second immersed tube 202. After the first sinking pipe 201 and the second sinking pipe 202 are connected, a waterproofing agent is injected through the grouting guide pipe 2016, and the inner circumferential surface of the skid is coated with a sealant 205 for sealing. And then the first sinking pipe 201 and the second sinking pipe 202 continue sinking, and the first sinking pipe 201 sinks to the top surface elevation of the top pipe 10 according to the depth of the top pipe 10 and the elevation control method. The first and second sinking tubes 201 and 202 sink to a designated depth.

The first sinking tube 201 is connected to the jacking tube 10. After the soil inside the first sinking pipe 201, the second sinking pipe 202 and the top pipe 10 is removed, a steel blade foot (blade foot 2011) pre-embedded at the lower part of the pipe wall 2010 of the first sinking pipe and a pre-embedded saddle-shaped steel plate (connecting plate 102) of the top pipe 10 are welded into a whole. Then, the connecting plates 102 on the top pipe 10 are cut open, the concrete on the pipe wall 101 of the top pipe 10 is chiseled off, and the steel bars are reserved during chiseling so that the top pipe 10 is communicated with the shaft 2. And (3) binding reinforcing steel bars in the blade foot 2011, connecting the reinforcing steel bars with the reinforcing steel bars of the chiseled part of the top pipe 10, and then pouring concrete to enable the shaft 2 and the top pipe 10 to form a whole.

After the maintenance is finished, the climbing ladder 5 is constructed by adopting the pre-buried climbing ladder anchoring piece and the steel plate on the well wall of the shaft 2, and finally the well cover 6 is covered.

Reference is now made to a description of a method of implementing an underground pipe work well apparatus 200 in accordance with an embodiment of the present invention.

As shown in fig. 3 to 12, the underground pipe of the underground pipe working well device 200 according to one embodiment of the present invention includes a shield pipe 11, the shield pipe 11 includes a first concrete segment 114 and a second concrete segment 115, the first concrete segment 114 and the second concrete segment 115 are connected, and the working well hole 113 is disposed on the first concrete segment 114. The construction method of the underground pipeline well-working device 200 comprises the following steps:

step 1, forming a tunnel by utilizing a shield tunneling machine, assembling a first concrete segment 114 and a second concrete segment 115 in the tunnel so as to connect the first concrete segment 114 and the second concrete segment 115 to form a shield pipe 11, horizontally arranging the shield pipe 11, and determining the sinking position of a first sinking pipe 201 according to the position of the first concrete segment 114;

step 2, sinking the first sinking pipe 201 at the sinking position;

step 3, when the first immersed tube 201 sinks to a first preset depth, placing the second immersed tube 202 on the first immersed tube 201;

step 4, sinking the second sinking pipe 202 together with the first sinking pipe 201, and sinking the first sinking pipe 201 to a second preset depth; and

and 5, removing soil in the shaft 2, forming a working hole 113 on the first concrete segment 114, wherein the working hole 113 is opposite to the first immersed tube 201 in the vertical direction, and connecting the lower part of the first immersed tube 201 with the first concrete segment 114 so that the inside of the shaft 2 is communicated with the inside of the shield pipe 11 through the working hole 113.

Optionally, a first concrete segment 114 is provided in the middle of the tunnel. For example, in the process of forming a tunnel by undercut of the shield tunneling machine, the second duct pieces 115 are provided in the forward and backward directions of the driving direction of the shield tunneling machine as indicated by an arrow a in fig. 10.

In some embodiments, in step 3, when the first sinking tube 201 sinks to a third preset depth, which is less than the first preset depth, sand 4 is filled between the lower portion of the first sinking tube 201 and the soil so that the sand 4 sinks together with the first sinking tube 201 to the first preset depth.

The water repellent may be quick setting cement or water glass.

Preferably, a grouting guide 2016 is provided on the upper portion of the first sinking tube 201, and a waterproofing agent is injected into the pouring chamber 2018 through the grouting guide 2016.

Preferably, the second seal ring 2024 is a water-swellable rubber ring.

Thus, the structural strength of the joint of the first and second sinkers 201 and 202 can be increased by the metal ring 2014 and the metal sleeve 2021.

Preferably, a stiffening steel ring 2017 is embedded in the upper part of the first immersed tube 201, and a stiffening steel ring 2023 is embedded in the lower part of the second immersed tube 202.

Preferably, the first sealing ring 203 is a wedge-shaped rubber ring.

Preferably, the resilient pad 204 is a skid.

Preferably, the sealant 205 is a sealant paste.

Therefore, in the process that the second immersed tube 202 sinks along with the first immersed tube 201, when the second immersed tube 202 is unevenly stressed in the vertical direction, the elastic pad 204 is elastically deformed to enable the second immersed tube 202 to be integrally positioned at the same horizontal position, so that the second immersed tube 202 is prevented from inclining, and the construction quality of the underground pipeline well device 200 is improved.

The sealant 205 is applied to the inner circumferential surface of the elastic pad 204 by the following methods:

In some embodiments, the connection plate 112 is embedded in the outer circumferential surface of the first concrete segment 114, the cutting edge 2011 is embedded in the lower portion of the first immersed tube 201, and the connection plate 112 and the cutting edge 2011 are fixedly connected. In other words, the connection plate 112 is embedded in the outer circumferential surface of the shield pipe wall 111 of the shield pipe 11.

Preferably, the connection plate 112 is a connection steel plate and the blade 2011 is a steel blade. The connecting steel plate 102 and the steel blade 2011 are connected by welding.

Preferably, the blade foot 2011 is pre-embedded within the first caisson wall 2010 of the first caisson 201 via a blade foot anchor 2012.

In step 5, soil in the shaft 2 is removed, the blade 2011 is connected with the connecting plate 112 to connect the lower portion of the first sinking tube 201 with the upper portion of the first concrete segment 114, then concrete is chiseled on the first concrete segment 114 to form a segment through hole, a connecting plate hole is cut on the connecting plate 112, and the segment through hole and the connecting plate hole are communicated in the up-down direction to form the working well hole 113.

Thus, by using the connection plate 112 and the blade 2011, not only the structural strength between the shaft 2 and the first concrete segment 114 can be improved, but also the connection between the shaft 2 and the first concrete segment 114 can be facilitated. In addition, the first sinking tube 201 can be conveniently sunk by the blade foot 2011.

In some embodiments, as shown in fig. 10 to 12, there are two first concrete segments 114, each first concrete segment 114 has a semi-circular steel ring 1141 embedded therein, and each semi-circular steel ring 1141 has cut concrete cast therein, and the cut concrete is cut concrete 1142.

Preferably, in step 5, the cutable concrete 1142 is chiseled off of the first concrete segment 114 such that the circular steel ring defines the segment through-hole.

Preferably, the post-cast wall 3 is formed by casting concrete at the junction of the blade 2011 and the web 112 to integrate the shaft 2 with the shield 11.

From this, pit shaft 2 and shield pipe 11 junction not only waterproof nature is good, and connection stability and structural strength are all better, are favorable to improving the whole quality of underground piping worker well device 200.

Optionally, the first concrete segment 114 further comprises a steel grid 1143 and a filler concrete 1144 filled within the steel grid 1143. A steel grating 1143 and a filler concrete 1144 are provided on the outer circumferential surface of the semicircular steel ring 1141. The surface of the semicircular steel ring 1141 adjacent to the center line thereof is the inner circumferential surface of the semicircular steel ring 1141, and the surface of the semicircular steel ring 1141 away from the center thereof is the outer circumferential surface of the semicircular steel ring 1141.

The construction method of the underground pipeline well device 200 further comprises a step 6 of arranging a ladder stand 5 in the shaft 2 and covering the upper part of the shaft 2 with a well cover 6.

Preferably, the ladder 5 is fixed inside the shaft 2 by a ladder anchor 501.

A method of constructing the underground pipe work well apparatus 200 according to one embodiment of the present invention is described in detail below with reference to fig. 3 to 12:

the method comprises the steps of forming a tunnel by means of underground excavation of a shield machine, assembling a first concrete segment 114 and a second concrete segment 115 in the tunnel, enabling the first concrete segment 114 and the second concrete segment 115 to be connected to form a shield pipe 11, and determining the sinking position of a first sinking pipe 201 according to the position of the first concrete segment 114. It should be noted that, when the first concrete segment 114 is prefabricated, the connection plate 112 is embedded on the outer circumferential surface of the first concrete segment 114.

When prefabricating first heavy pipe 201 and second heavy pipe 202, pre-buried steel blade 3 in the lower part of first heavy pipe 201, first heavy pipe 201 and the projection of second heavy pipe 202 in vertical direction are circular, make things convenient for the later stage to be connected with the upper portion of first concrete segment 114.

The first and second sinking tubes 201 and 202 sink. The sinking of the first sinking pipe 201 is classified into a drainage sinking method and a non-drainage sinking method. Can wash the soil of sword foot 2011 department of first heavy pipe 201 lower part through the high-pressure squirt, first heavy pipe 201 sinks in the effect of dead weight, and the sand cushion layer (constitute by sand 4) sinks along with first heavy pipe 201 when sinking, and the first heavy pipe 201 and the soil gap department of filling prevent that first heavy pipe 201 is cheap. If the sinking is difficult, auxiliary sinking means such as increasing the top load can be adopted.

The first and second sinking tubes 201 and 202 are connected in sections. After the first immersed tube 201 sinks to a first preset depth, a second immersed tube 202 is hoisted, the lower portion of the second immersed tube 202 is connected with the upper portion of the first immersed tube 201, a first sealing ring 203 is sleeved on the upper portion of the first immersed tube 201 before the first immersed tube 201 and the second immersed tube 202 are connected, and a skid is placed between the first immersed tube 201 and the second immersed tube 202. After the first sinking pipe 201 and the second sinking pipe 202 are connected, a waterproofing agent is injected through the grouting guide pipe 2016, and the inner circumferential surface of the skid is coated with a sealant 205 for sealing. And then the first sinking pipe 201 and the second sinking pipe 202 continue to sink, and the first sinking pipe 201 sinks to the elevation of the top surface of the first concrete segment 114 according to the depth of the first concrete segment 114 and the elevation control method. The first and second sinking tubes 201 and 202 sink to a designated depth.

First caisson wall 2010 is joined to first concrete segment 114. After soil inside the first immersed tube 201 and the second immersed tube 202 is removed, a steel blade foot (blade foot 2011) embedded at the lower part of the first immersed tube wall 2010 and an embedded saddle-shaped steel plate (connecting plate 112) of the first concrete segment 114 are welded into a whole. The connecting plate 112 of the first concrete segment 114 is then cut, and the cut concrete 1142 of the first concrete segment 114 is chiseled off, so that the shield pipe 11 is communicated with the shaft 2. Concrete is then poured at the juncture of the blade 2011 and the web 112 to integrate the wellbore 2 with the first concrete segment 114.

Reference is now made to a description of a method of implementing an underground pipe work well apparatus 300 in accordance with an embodiment of the present invention.

As shown in fig. 3 to 7, 13, 14 and 15, the underground pipe of the underground pipe work well apparatus 300 according to one embodiment of the present invention includes a tunnel concrete pipe 12, the tunnel concrete pipe 12 is formed using a mine method, and a work well hole 123 is provided on the tunnel concrete pipe 12. The construction method of the underground pipeline working well device 300 comprises the following steps:

step 1, determining the sinking position of a first sinking pipe 201;

step 2, sinking the first sinking pipe 201 at the sinking position;

step 3, when the first immersed tube 201 sinks to a first preset depth, placing the second immersed tube 202 on the first immersed tube 201;

step 4, sinking the second sinking pipe 202 together with the first sinking pipe 201, and sinking the first sinking pipe 201 to a second preset depth; and

and 5, removing soil in the shaft 2, forming the tunnel concrete pipe 12 with the working hole 123 by a mining method, wherein the working hole 123 is opposite to the first immersed tube 201 in the vertical direction, and connecting the lower part of the first immersed tube 201 with the upper part of the tunnel concrete pipe 12 so that the inside of the shaft 2 is communicated with the inside of the tunnel concrete pipe 12 through the working hole 123.

From this, the first immersed tube 201 and the soil gap department that sand 4 was filled can prevent effectively that first immersed tube 201 from squinting in the horizontal direction, are favorable to improving the position precision of underground piping worker well device 300.

The water repellent may be quick setting cement or water glass.

Preferably, a grouting guide 2016 is provided on the upper portion of the first sinking tube 201, and a waterproofing agent is injected into the pouring chamber 2018 through the grouting guide 2016.

Preferably, the second seal ring 2024 is a water-swellable rubber ring.

Thus, the structural strength of the joint of the first and second sinkers 201 and 202 can be increased by the metal ring 2014 and the metal sleeve 2021.

Preferably, a stiffening steel ring 2017 is embedded in the upper part of the first immersed tube 201, and a stiffening steel ring 2023 is embedded in the lower part of the second immersed tube 202.

Preferably, the first sealing ring 203 is a wedge-shaped rubber ring.

Therefore, the waterproof performance of the joint of the first immersed tube 201 and the second immersed tube 202 can be further improved by using the sealant 205, so that the service life and the use safety of the underground pipeline well device 300 are improved.

Preferably, the resilient pad 204 is a skid.

Preferably, the sealant 205 is a sealant paste.

The sealant 205 is applied to the inner circumferential surface of the elastic pad 204 by the following methods:

In some embodiments, the method of forming the tunnel concrete pipe 12 using the mining method includes the steps of:

forming a tunnel by adopting a manual excavation or blasting method;

supporting with anchor rods 124 in the tunnel;

and pouring concrete in the tunnel, and forming the tunnel concrete pipe 12 with the working well hole 123 after the concrete is solidified.

Preferably, when the tunnel is excavated to a designated position, soil in the shaft 2 is removed, and soil near the shaft 2 is removed in an artificial soil removal mode; steel arches 125 are provided before and after the wellbore 2 to enhance support density. A reinforcing mesh is arranged before and after the shaft 2, and primary lining concrete 126 is sprayed. Arranging the reinforcing steel bars around the shaft 2, chiseling off the excess concrete and the steel blade feet near the shaft 2, and then pouring the second lining concrete 127.

Preferably, the blade 2011 is connected to the primary and secondary concrete 126, 127 near the wellbore 2, thereby enabling connection of the wellbore 2 to the concrete pipe wall 121 of the tunnel concrete pipe 12.

Preferably, the blade foot 2011 is pre-embedded within the first caisson wall 2010 of the first caisson 201 via a blade foot anchor 2012.

Preferably, after the blade 2011 is connected to the tunnel concrete pipe 12, concrete is poured inside the blade 2011 to form a post-cast well wall, which is connected to each of the wellbore 2 and the tunnel concrete pipe 12.

From this, pit shaft 2 and tunnel concrete pipe 12 junction not only waterproof nature is good, and connection stability and structural strength are all better, are favorable to improving the whole quality of underground piping worker well device 300.

The construction method of the underground pipeline well device 300 further comprises a step 6 of arranging a ladder stand 5 in the shaft 2 and covering the upper part of the shaft 2 with a well cover 6.

Preferably, the ladder 5 is fixed inside the shaft 2 by a ladder anchor 501.

A method of constructing the underground pipe work well apparatus 300 according to one embodiment of the present invention is described in detail below with reference to fig. 3-7, 13, 14 and 15:

the sink position of first sink tube 201 is determined.

The first and second sinking tubes 201 and 202 are connected in sections. After the first immersed tube 201 sinks to a first preset depth, a second immersed tube 202 is hoisted, the lower portion of the second immersed tube 202 is connected with the upper portion of the first immersed tube 201, a first sealing ring 203 is sleeved on the upper portion of the first immersed tube 201 before the first immersed tube 201 and the second immersed tube 202 are connected, and a skid is placed between the first immersed tube 201 and the second immersed tube 202. After the first sinking pipe 201 and the second sinking pipe 202 are connected, a waterproofing agent is injected through the grouting guide pipe 2016, and the inner circumferential surface of the skid is coated with a sealant 205 for sealing. The first and second sinking tubes 201 and 202 then continue to sink until the first sinking tube 201 sinks to a second predetermined depth.

After soil inside the shaft 2 is removed, a tunnel is formed by a mining method, and when the tunnel is excavated to a designated position, soil near the shaft 2 is removed by adopting a mode of manually removing the soil. For example, the tunneling direction of the tunnel is as indicated by an arrow B in fig. 15 when the tunnel is excavated until the distance between the front end and the first sinking tube 201 is a predetermined distance. And steel arch frames 125 are arranged in front of and behind the shaft 2 to enhance the support density. A reinforcing mesh is arranged before and after the shaft 2, and primary lining concrete 126 is sprayed. Arranging reinforcing steel bars around the shaft 2, chiseling off excess concrete and steel edges near the shaft 2, then pouring secondary lining concrete 127, and connecting the steel edges (edges 2011) pre-embedded at the lower part of the first immersed tube wall 2010 and each of the primary lining concrete 126 and the tunnel concrete 127 into a whole.

The working well according to the embodiment of the invention is a working well implemented by adopting the implementation method of any one of the embodiments.

The underground pipeline well working device according to the embodiment of the invention is the underground pipeline well working device implemented by adopting the implementation method of any one of the embodiments.

The construction method of the underground pipeline working well device solves the problem of shortage of underground water resources in urban areas, does not need precipitation during engineering implementation, and has small influence on the environment. The construction method of the underground pipeline working well device is convenient for the construction of the underground pipeline working well device, thereby being beneficial to increasing the length of a pipe jacking construction zone, reducing the number of working wells and facilitating the construction without excavating in cities. The underground pipeline working well device can be an access well, a ventilation well, an escape well and the like.

In the description of the present invention, it is to be understood that the terms "central," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," "circumferential," and the like are used in the orientations and positional relationships indicated in the drawings for convenience in describing the invention and to simplify the description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are therefore not to be considered limiting of the invention.

Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.

In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be fixedly connected, detachably connected, or integrally formed; may be mechanically coupled, may be electrically coupled or may be in communication with each other; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.

In the present invention, unless otherwise expressly stated or limited, the first feature "on" or "under" the second feature may be directly contacting the first and second features or indirectly contacting the first and second features through an intermediate. Also, a first feature "on," "over," and "above" a second feature may be directly or diagonally above the second feature, or may simply indicate that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature may be directly under or obliquely under the first feature, or may simply mean that the first feature is at a lesser elevation than the second feature.

In the present disclosure, the terms "one embodiment," "some embodiments," "an example," "a specific example," or "some examples" and the like mean that a specific feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present disclosure. In this specification, the schematic representations of the terms used above are not necessarily intended to refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, various embodiments or examples and features of different embodiments or examples described in this specification can be combined and combined by one skilled in the art without contradiction.

Although embodiments of the present invention have been shown and described above, it is understood that the above embodiments are exemplary and should not be construed as limiting the present invention, and that variations, modifications, substitutions and alterations can be made to the above embodiments by those of ordinary skill in the art within the scope of the present invention.

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Working well and construction method thereof, underground pipeline working well device and construction method thereof

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