CN107386320B - Pass through the construction method of the underground pipe gallery of buried concrete waterpipe - Google Patents

Pass through the construction method of the underground pipe gallery of buried concrete waterpipe Download PDF

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Publication number
CN107386320B
CN107386320B CN201710159120.XA CN201710159120A CN107386320B CN 107386320 B CN107386320 B CN 107386320B CN 201710159120 A CN201710159120 A CN 201710159120A CN 107386320 B CN107386320 B CN 107386320B
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China
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concrete
water pipeline
pond
conversion
segment
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CN107386320A (en
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谭福生
郑宇�
乔风军
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NORTH CHINA METALLURGICAL CONSTRUCTION ENGINEERING CONSTRUCTION Co Ltd
China Huaye Group Co Ltd
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NORTH CHINA METALLURGICAL CONSTRUCTION ENGINEERING CONSTRUCTION Co Ltd
China Huaye Group Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/10Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells

Abstract

The present invention provides a kind of construction method of underground pipe gallery for passing through buried concrete waterpipe, comprising: digs foundation pit around concrete water pipeline using slope construction method;A conversion pond is respectively set in two sides outside slope, and steel pipe is arranged between two conversion ponds, and the both ends of the steel pipe are respectively protruding into two conversion ponds;Water outlet and water inlet are opened up respectively on the concrete water pipeline that two are converted in pond;Concrete water pipeline is truncated between two conversion ponds and cutout is blocked;Carry out piping lane construction;After piping lane construction, it is backfilled to set distance below concrete water pipe, will be arranged between two conversion ponds with a thickness of the concrete slab band of the set distance, restore concrete water pipeline, the first conversion pond and the second conversion pond are removed, roadbed is backfilled to, road surface of constructing.The method restores concrete water pipeline after the completion of using steel pipe, piping lane to excavate again, ensure that the anti-corrosion dredging of concrete water pipeline after construction, without detouring.

Description

Pass through the construction method of the underground pipe gallery of buried concrete waterpipe
Technical field
The present invention relates to underground pipe gallery technical field of construction, more specifically, are related to one kind and pass through buried concrete water pipe The construction method of the underground pipe gallery in road.
Background technique
Underground pipe gallery is especially constructed in old town, and various barriers are inevitably encountered, especially, the underground being laid in advance When piping lane encounters buried concrete waterpipe, conventional method is that concrete water pipeline is relocated, i.e., first arranges another time time coagulation Native waterpipe, to avoid the engineering excavation range of underground pipe gallery, another time concrete water pipeline and original buried concrete water After pipeline is connected, then organize to excavate.Because underground pipe gallery be linear engineering, such as relocate, concrete water pipeline need to detour it is up to a hundred even Upper km, not only project amount is big, costly, and the duration will also be affected, and detour pipeline also will affect sewage smooth discharge.
In addition, concrete water pipeline can not be truncated, no when the underground pipe gallery being laid in advance crosses buried concrete waterpipe It then will be unable to drain, the underground pipe gallery being laid in advance also changes its course without place, then cannot achieve the laying of underground pipe gallery.
Summary of the invention
In view of the above problems, the object of the present invention is to provide a kind of ground for passing through buried concrete waterpipe without detouring The construction method of lower piping lane.
To achieve the goals above, the present invention provides a kind of construction party of underground pipe gallery for passing through buried concrete waterpipe Method, comprising: foundation pit is dug around concrete water pipeline using the construction method of slope;Two sides difference outside the slope of foundation pit One conversion pond is set, i.e., the first conversion pond and the second conversion pond, the concrete water pipeline pass through described first turn Pond and the second conversion pond are changed, steel pipe is set between two conversion ponds, the both ends of the steel pipe are respectively protruding into first turn Change pond and the second conversion pond;Water outlet is opened up on the concrete water pipeline in the first conversion pond, converts water second Open up water inlet on concrete water pipeline in pond, the surface area of the water outlet and water inlet is all larger than the concrete water pipe The orifice area in road, the concrete water pipeline section for offering water outlet is first segment concrete water pipeline, offers water inlet Concrete water pipeline section is second segment concrete water pipeline, and water flows out to first turn from the water outlet of first segment concrete water pipeline Pond is changed, into steel pipe, the second conversion pond is flowed by steel pipe, second segment concrete water pipe is then flowed by water inlet Road;Concrete water pipeline, the concrete water pipeline section of the truncation is truncated between the first conversion pond and the second conversion pond For third section concrete waterpipe, the cutout of first segment concrete water pipeline and second segment concrete water pipeline is sealed It is stifled, wherein the length of the third section concrete waterpipe is less than the distance between the first conversion pond and the second conversion pond; Carry out piping lane construction;After piping lane construction, it is backfilled to set distance below concrete water pipe, it will be with a thickness of the mixed of the set distance Concrete board band is arranged between two conversion ponds, restores concrete water pipeline, wherein the side for restoring concrete water pipeline Method includes: with concrete slab band for support, using concrete by third section concrete waterpipe and first segment concrete water pipeline Spliced with second segment concrete water pipeline, removes the truncation of first segment concrete water pipeline and second segment concrete water pipeline The closure of mouth blocks water outlet and water inlet using concrete, removes the first conversion pond and the second conversion pond, is backfilled to road Base, road surface of constructing.
The construction method of the underground pipe gallery of the present invention for passing through buried concrete waterpipe first will be in concrete water pipeline One section be replaced as the steel pipe that can be reinforced, piping lane reverts to concrete water pipeline after the completion of excavating again, mixes after ensure that construction The anti-corrosion dredging of solidifying soil waterpipe, without detouring, construction volume is small, and expense is low, does not influence the construction period of piping lane.
Detailed description of the invention
By reference to the explanation below in conjunction with attached drawing and with a more complete understanding of the present invention, other mesh of the invention And result will be more clearly understood and understood.In the accompanying drawings:
Fig. 1 is the flow chart of the construction method of the underground pipe gallery of the present invention for passing through buried concrete waterpipe;
Fig. 2 is the schematic diagram of piping lane design position of the present invention;
Fig. 3 is the schematic diagram that present invention conversion pond opens up position;
Fig. 4 is the schematic diagram that the concrete water pipeline that the present invention is truncated is connected to by steel pipe;
Fig. 5 is the schematic diagram of recovery concrete water pipeline after piping lane construction of the present invention;
Fig. 6 a is a kind of schematic diagram of method of concrete water pipeline after splicing is truncated;
Fig. 6 b is the schematic diagram of another method of concrete water pipeline after splicing is truncated.
Identical label indicates similar or corresponding feature or function in all the appended drawings.
Specific embodiment
In the following description, for purposes of illustration, it in order to provide the comprehensive understanding to one or more embodiments, explains Many details are stated.It may be evident, however, that these embodiments can also be realized without these specific details.
Fig. 1 is the flow chart of the construction method of the underground pipe gallery of the present invention for passing through buried concrete waterpipe, Fig. 2-5 It is the schematic diagram of the construction method of the underground pipe gallery of the present invention for passing through buried concrete waterpipe, it is as shown in Figs. 1-5, described The construction method for passing through the underground pipe gallery of buried concrete waterpipe includes:
In step s 110, foundation pit 1 is dug around concrete water pipeline 100 using the construction method of slope, it is preferable that As shown in Fig. 2, measuring concrete bottom absolute altitude before slope construction, design piping lane 200 passes through position and concrete water pipeline 100 bottom keeps the safe distance of setting;
In the step s 120, as shown in figure 3, a conversion pond is respectively set in the two sides outside the slope 2 of foundation pit 1, i.e., First conversion pond 300 and the second conversion pond 400, the concrete water pipeline 100 pass through the first conversion 300 He of pond Second conversion pond 400, is arranged steel pipe 500, the both ends of the steel pipe 500 are respectively protruding into first turn between two conversion ponds Change pond 300 and the second conversion pond 400;
In step s 130, as shown in figure 4, opening up water outlet on the concrete water pipeline 100 in the first conversion pond 300 Mouth 110 opens up water inlet 120, the water outlet 110 and water inlet on the concrete water pipeline 100 in the second conversion pond 400 The surface area of mouth 120 is all larger than the orifice area of the concrete water pipeline 100, offers the concrete water pipe of water outlet 110 Road section is first segment concrete water pipeline 100a, and the concrete water pipeline section for offering water inlet 120 is second segment concrete water Pipeline 100b, water flows out to the first conversion pond 300 from the water outlet 110 of first segment concrete water pipeline 100a, into steel pipe 500, the second conversion pond 400 is flowed by steel pipe 500, second segment concrete water pipeline is then flowed by water inlet 120 100b;
In step S140, as shown in figure 4, concrete is truncated between the first conversion pond 400 and the second conversion pond The concrete water pipeline section of waterpipe 100, the truncation is third section concrete waterpipe 100c, to first segment concrete water pipe The cutout of road 100a and second segment concrete water pipeline 100b are blocked, and form concrete plug 130, wherein the third end Concrete water pipe, the length of 100c is less than the distance between the first conversion pond 300 and the second conversion pond 400;
In step S150, piping lane construction is carried out, as shown in Figure 4 and Figure 5, dotted line is excavation line in figure, is dug along excavation line If the foundation pit that piping lane passes through, in the side wall and bottom surface casting concrete of the foundation pit that the piping lane passes through, concrete barricade 220 and concrete are formed Bed course 230;
In step S160, after piping lane construction, as shown in figure 5, it is backfilled to 100 lower section set distance of concrete water pipe, it will It is arranged between two conversion ponds with a thickness of the concrete slab band (not shown) of the set distance, restores concrete water pipeline 100, wherein the method for restoring concrete water pipeline includes: with concrete slab band for support, using concrete by third section Concrete water pipeline 100c and first segment concrete water pipeline 100a and second segment concrete water pipeline 100b are spliced, and are removed The closure 130 of the cutout of first segment concrete water pipeline 100a and second segment concrete water pipeline 100b, using coagulation grave Stifled water outlet 110 and water inlet 120 remove the first conversion pond 300 and the second conversion pond 400, remove steel pipe, be backfilled to road Base, road surface of constructing, it is preferable that the method for blocking water outlet and water inlet using concrete includes: by the first section concrete Concrete plug in waterpipe and second segment concrete water pipeline is cleaned out, respectively in the first conversion pond and the second conversion pond Interior formwork blocks water outlet and water inlet with concrete.
Above-mentioned underground pipe gallery construction method is replaced using steel pipe, after first stringing water flowing, then is carried out the construction of piping lane, is avoided Influence the discharge of meeting;Steel pipe rigidity is big, and non-deformability is strong, and steel pipe ne-leakage having deformation, ensure that foundation pit after excavation Safety restores concrete water pipeline, not only ensure that being normally carried out for concrete water pipeline draining, also normally transports for pipe network from now on Row provides guarantee.
In a preferred embodiment of the invention, the construction party of the underground pipe gallery for passing through buried concrete waterpipe Method further include:
In step s 110, as shown in Fig. 2, first measuring concrete bottom absolute altitude, piping lane is redesigned, piping lane 200 is designed At the safe distance that piping lane sinking section is set apart from concrete water pipeline 100 also designs the feeding port 210 of piping lane 200, is used for Put into power line and the cable etc. in piping lane 200;
In the step s 120, the height in the first conversion pond 300 and the second conversion pond 400 is concordant with ground, institute It states concrete water pipeline 100 and steel pipe 500 is located at the lower half in the first conversion pond 300 and the second conversion pond 400, steel pipe 500 relative to bottom of pond height be not more than height of the concrete water pipeline 100 relative to bottom of pond;
In step s 130, in the outer surface of first segment concrete water pipeline 100a and second segment concrete water pipeline 100b It is upper to cut multiple lattice respectively, by being crushed the multiple trellis into the water outlet 110 and water inlet 120;
In step S140, water outlet is opened up in first segment concrete water pipeline 100a and second segment concrete water pipeline 100b After mouth 110 and water inlet 120, in the first segment concrete water pipeline 100a and second segment concrete water pipeline for leaning on foundation pit side 100b mixes grout off with dry sand, then in first section concrete of outside in the first conversion pond 300 and the second conversion pond 400 Waterpipe 100a and second segment concrete water pipeline 100b upper opening, formwork concrete block, and concrete is torn open after reaching intensity Mould;
In step S160, in first segment concrete water pipeline, second segment concrete water pipeline and third section concrete water The joint part of pipeline carries out dabbing processing, described to use concrete by third section concrete waterpipe and first segment concrete water pipe The method that road and second segment concrete water pipeline are spliced can be as shown in Figure 6 a, the first conversion pond 300 and second turn It changes between pond 400, stretches out part and the first segment coagulation in the first conversion pond 300 in first segment concrete water pipeline 100a Lower part between native waterpipe 100a and third section concrete waterpipe 100c is emptied to form U-type groove, in second segment concrete water Pipeline 100b stretches out the part that second converts pond 400 and second segment concrete water pipeline 100b and third section concrete water pipe Lower part between road 100c is emptied to form U-type groove, the casting concrete in the U-type groove, realizes first segment concrete water pipeline 140 and second segment concrete water pipeline 100b of arc-shaped hollow connection between 100a and third section concrete waterpipe 100c Arc-shaped hollow connection 140 between third section concrete waterpipe 100c.
In addition, described mixed third section concrete waterpipe and first segment concrete water pipeline and second segment using concrete Solidifying soil waterpipe, which is spliced, can also cut out one section on third section concrete waterpipe using method as shown in Figure 6 b, The lower part for cutting out one section is emptied to form U-type groove, the casting concrete in the U-type groove, realizes remaining two parts third end Arc-shaped hollow connection 140 between concrete water pipeline, remaining two parts third end concrete water pipeline and first segment coagulation The splicing of native waterpipe and second segment concrete water pipeline can use concrete direct splicing, can also be using shown in Fig. 6 a Mode.
Preferably, use concrete by third section concrete waterpipe and first segment concrete water pipeline and second described After section concrete waterpipe is spliced, concrete strength carries out examination water experiment after reaching requirement, guarantees spliced third section Concrete water pipeline and spelling interface do not leak.
Furthermore it is preferred that removing the first conversion pond and the second conversion pond, only removes and be higher than concrete water pipeline Part.
When above-mentioned underground pipe gallery construction method restores concrete water pipeline, junction uses cast-in-place concrete pipe, and smears into It is arc-shaped, it ensure that the functions such as dredging in the pipe of concrete of recovery, anti-corrosion are not less than former concrete water pipeline, and set using two Pond is changed to reinforce concrete water pipeline.
In one particular embodiment of the present invention, it in the city integrated underground pipe gallery engineering of Wuzhong City, is excavated on new people road The prefabricated DN1800 that position conflicts with piping lane, the concrete Main Underground sewage pipe of the long 2500mm of every section are encountered in the process.Concrete Main Underground sewage pipe cannot be truncated, and change its course also without place, therefore using the construction method of the above-mentioned underground pipe gallery of the present invention, specifically Ground, comprising:
Step 1, concrete bottom absolute altitude is measured, safety of the piping lane sinking section apart from concrete Main Underground sewage pipe bottom surface is modified Distance is 600mm;
Step 2,2.0m or so sets the first conversion pond and the second conversion pond outside slope, sets between two conversion ponds It is equipped with steel pipe, wherein be provided with waterproof layer 3 in the first conversion pond and the second conversion pond, and concordant with ground;
Step 3, water is converted in the first segment concrete Main Underground sewage pipe upper half in the first conversion pond and second Multiple 30-50mm thickness 150 × 150mm grid is cut in the second segment concrete Main Underground sewage pipe upper half in pond respectively, then uses wind Pick is crushed the grid, is respectively formed water outlet and water inlet not less than concrete Main Underground sewage pipe orifice area, allows water It crosses from concrete Main Underground sewage pipe to steel pipe;
Step 4, concrete Main Underground sewage pipe, the flirtatious lower main blowdown of the concrete cut down are truncated between two conversion ponds Pipe is the main sewage pipe of third section concrete, to the cutout of the main sewage pipe of the first section concrete and the main sewage pipe of the second section concrete Carry out concrete plug;
Step 5, after the completion of piping lane excavates, piping lane construction is carried out, is backfilled to the main blowdown of concrete with 2:8 dirt after having constructed 200mm pours 200mm thickness C30 concrete slab band as pipe basis under tube bottom, is restored, comprising: first by third section concrete Main sewage pipe successively connects, the main sewage pipe two sides of third section concrete and the main sewage pipe of the first section concrete and the second section concrete Main sewage pipe lower part, which is emptied, makees U-lag cast-in-place concrete, fills in U-lag when concrete strength reaches C20 in joint part dabbing Enter water and carry out examination water experiment, after ne-leakage, concrete in the main sewage pipe of the first section concrete and the main sewage pipe of the second section concrete is sealed It is stifled to be cleaned out with pneumatic pick, the formwork in the first conversion pond and the second conversion pond, with concrete by water outlet and water inlet Closely knit, to convert pond and the second conversion pond for first after ne-leakage top dismounting is blocked, dismounting steel pipe backfill is normal to do road Base, road surface of constructing.
In the above-described embodiments, using the main sewage pipe of concrete of steel pipe replacement truncation, influence sewage discharge is avoided, is led to The arc connection for crossing truncated position, expands the functions such as dredging in pipe, anti-corrosion, so that the discharge of sewage is more smooth.
The present invention is illustrated the construction methods for the underground pipe gallery for passing through buried concrete waterpipe by multiple implementations, but It is that the present invention is not limited thereto, the pipeline passed through above the various subterranean buildings in city is reinforced can be applied using of the invention Work method.
Although content disclosed above shows exemplary embodiment of the present invention, it should be noted that without departing substantially from power Under the premise of benefit requires the scope of the present invention limited, it may be many modifications and modify.In addition, although element of the invention It can describe or require in the form of individual, it is also contemplated that it is multiple, it is unless explicitly limited odd number.

Claims (10)

1. a kind of construction method for the underground pipe gallery for passing through buried concrete waterpipe characterized by comprising
Foundation pit is dug around concrete water pipeline using the construction method of slope;
A conversion pond, i.e., the first conversion pond and the second conversion pond, institute is respectively set in two sides outside the slope of foundation pit It states concrete water pipeline and passes through the first conversion pond and the second conversion pond, steel pipe is set between two conversion ponds, The both ends of the steel pipe are respectively protruding into the first conversion pond and the second conversion pond;
Water outlet is opened up on the concrete water pipeline in the first conversion pond, the concrete water pipeline in the second conversion pond On open up water inlet, the surface area of the water outlet and water inlet is all larger than the orifice area of the concrete water pipeline, opens up The concrete water pipeline section for having water outlet is first segment concrete water pipeline, offers the concrete water pipeline Duan Wei of water inlet Two section concrete waterpipes, water flow out to the first conversion pond from the water outlet of first segment concrete water pipeline, into steel pipe, lead to It crosses steel pipe and is flowed into the second conversion pond, second segment concrete water pipeline is then flowed by water inlet;
Concrete water pipeline, the concrete water pipeline section of the truncation is truncated between the first conversion pond and the second conversion pond For third section concrete waterpipe, the cutout of first segment concrete water pipeline and second segment concrete water pipeline is sealed It is stifled, wherein the length of the third section concrete waterpipe is less than the distance between the first conversion pond and the second conversion pond;
Carry out piping lane construction;
After piping lane construction, it is backfilled to set distance below concrete water pipe, it will be with a thickness of the concrete slab band of the set distance Be arranged between two conversion ponds, restore concrete water pipeline, wherein it is described recovery concrete water pipeline method include: It is support with concrete slab band, using concrete by third section concrete waterpipe and first segment concrete water pipeline and second segment Concrete water pipeline is spliced, and the envelope of the cutout of first segment concrete water pipeline and second segment concrete water pipeline is removed It is stifled, water outlet and water inlet are blocked using concrete, the first conversion pond and the second conversion pond is removed, is backfilled to roadbed, applies Work road surface.
2. construction method according to claim 1, which is characterized in that the concrete water pipe in the first conversion pond Water outlet is opened up on road, the method that water inlet is opened up on the concrete water pipeline in the second conversion pond includes:
Multiple lattice are cut respectively on the outer surface of first segment concrete water pipeline and second segment concrete water pipeline, by being crushed institute Multiple trellis are stated into the water outlet and water inlet.
3. construction method according to claim 1, which is characterized in that described to first segment concrete water pipeline and second segment The method that the cutout of concrete water pipeline is blocked includes:
The closure of formwork concrete, coagulation are carried out in first segment concrete water pipeline and second segment concrete water pipeline cutout respectively Soil reaches demoulding after intensity.
4. construction method according to claim 1, which is characterized in that described to use concrete by third section concrete water pipe The method that road is spliced with first segment concrete water pipeline and second segment concrete water pipeline includes:
Between the first conversion pond and the second conversion pond, the portion in the first conversion pond is stretched out in first segment concrete water pipeline Divide and the lower part between first segment concrete water pipeline and third section concrete waterpipe is emptied to form U-type groove, in second segment Concrete water pipeline stretches out the part that second converts pond and second segment concrete water pipeline and third section concrete waterpipe Between lower part empty to form U-type groove, the casting concrete in the U-type groove realizes first segment concrete water pipeline and third Arc-shaped hollow connection and second segment concrete water pipeline and third section concrete waterpipe between section concrete waterpipe Between arc-shaped hollow connection.
5. construction method according to claim 1, which is characterized in that the concrete water pipeline and steel pipe are located at first turn The lower half in pond and the second conversion pond is changed, steel pipe is not more than concrete water pipeline relative to bottom of pond relative to the height of bottom of pond Height.
6. construction method according to claim 5, which is characterized in that described to remove the first conversion pond and the second conversion water The method in pond includes:
It removes the first conversion pond and the second conversion pond is higher than the part of concrete water pipeline.
7. construction method according to claim 1, which is characterized in that convert pond in the first conversion pond and second Height is concordant with ground.
8. construction method according to claim 1, which is characterized in that use concrete by third section concrete water described After pipeline is spliced with first segment concrete water pipeline and second segment concrete water pipeline, it is laggard that concrete strength reaches requirement Row examination water experiment guarantees that spliced third section concrete waterpipe and spelling interface do not leak.
9. construction method according to claim 1, which is characterized in that further include:
Before slope construction, concrete bottom absolute altitude is measured, pass through position and the bottom of concrete water pipeline for designing piping lane are protected Hold the safe distance of setting.
10. construction method according to claim 1, which is characterized in that described to block water outlet and water inlet using concrete Mouthful method include:
The formwork in the first conversion pond and the second conversion pond respectively, blocks water outlet and water inlet with concrete.
CN201710159120.XA 2017-03-17 2017-03-17 Pass through the construction method of the underground pipe gallery of buried concrete waterpipe Active CN107386320B (en)

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CN110424517A (en) * 2019-07-31 2019-11-08 中国十七冶集团有限公司 A kind of underground pipe gallery construction rain sewage in urban core region is relocated construction method

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CN202220345U (en) * 2011-09-27 2012-05-16 深圳市建筑设计研究总院有限公司 Drain pipe system below community driveway
CN202416659U (en) * 2011-10-09 2012-09-05 昆明理工大学 Building structure for natural ventilation of underpass underground passage
CN202969415U (en) * 2012-09-29 2013-06-05 何江 Multifunctional assembled comprehensive pipe gallery
CN103266624B (en) * 2013-06-02 2015-01-14 中国石油集团工程设计有限责任公司 Method for supporting oil and gas pipeline penetrating through karst active zone
CN103541371B (en) * 2013-10-30 2015-07-15 北京城建亚泰建设集团有限公司 Bearing platform for heating pipe channels to stride reserved subway station and construction method thereof
CN104674625A (en) * 2015-03-24 2015-06-03 招商局重庆交通科研设计院有限公司 Underway structure and construction method thereof
KR101709125B1 (en) * 2015-07-27 2017-02-23 한국건설기술연구원 Rapid hardening and pseudo-plastic backfill material for sewer pipe and Constructing method using the same
CN105155579A (en) * 2015-08-11 2015-12-16 中铁建大桥工程局集团第五工程有限公司 Construction method for penetrating existing underground passage in open cutting of subway foundation pit

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