CN110030431A - A kind of Curve Pipe Jacking jacking posture method for correcting error - Google Patents

A kind of Curve Pipe Jacking jacking posture method for correcting error Download PDF

Info

Publication number
CN110030431A
CN110030431A CN201910360253.2A CN201910360253A CN110030431A CN 110030431 A CN110030431 A CN 110030431A CN 201910360253 A CN201910360253 A CN 201910360253A CN 110030431 A CN110030431 A CN 110030431A
Authority
CN
China
Prior art keywords
jacking
push pipe
posture
key system
curve
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201910360253.2A
Other languages
Chinese (zh)
Inventor
路希鑫
王申杰
钱浩
汝刚
方义军
孙亚辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China MCC17 Group Co Ltd
Original Assignee
China MCC17 Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN201910360253.2A priority Critical patent/CN110030431A/en
Publication of CN110030431A publication Critical patent/CN110030431A/en
Pending legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/12Laying or reclaiming pipes on or under water
    • F16L1/20Accessories therefor, e.g. floats, weights
    • F16L1/235Apparatus for controlling the pipe during laying

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention discloses a kind of Curve Pipe Jacking jacking posture method for correcting error, belong to pipe jacking construction technique field.The following steps are included: step 1. develops a kind of wireless location system plug-in unit A, access push pipe turn-key system, push pipe head is arranged correction jack, is controlled by push pipe turn-key system the present invention;Step 2. push pipe head installs the locator of transmittable wireless signal, and push pipe control room system installs receiver, and receiver is connect with push pipe turn-key system;For step 3. when practical jacking posture route shifts with plan jacking posture, push pipe turn-key system issues instruction, and correction jack executes pressure satisfactory after correcting, it is ensured that practical jacking posture promotes according to plan.The present invention can fast and accurately controlling curve push pipe jacking posture and rectify a deviation at any time, avoid safety accident, avoid doing over again, and reduce engineering cost, shorten the construction period, lifting curve jacking construction efficiency obtains preferable Social benefit and economic benefit.

Description

A kind of Curve Pipe Jacking jacking posture method for correcting error
Technical field
The present invention relates to pipe jacking construction technique fields, more specifically to a kind of Curve Pipe Jacking jacking posture correction side Method.
Background technique
With the fast development of China's urban infrastructure, develop and uses urban underground space and develop as current city Certainty.Construction by pipeline jacking method is commonly used in Urban Underground Space Excavation construction.Pipe jacking construction technique is a kind of no-dig technique skill Pipeline laying open cut is exactly changed to tunneling by art, main feature.Compared to other construction technologies, there is jacking construction construction to be not required to out Dig, save the area, short construction period small to surrounding environment influence, it is good in economic efficiency the advantages that.In face of modern Speeding up development underground In the process in space, pipe-jacking technology is particularly important, and in face of passing through the Curve Pipe Jackings such as river, jacking posture is particularly important. Currently, being more by artificial judgement identification jacking posture and to correct.
Summary of the invention
1. technical problems to be solved by the inivention
In view of the defects existing in the prior art with deficiency, the present invention provides a kind of Curve Pipe Jacking jacking posture correction sides Method can fast and accurately controlling curve push pipe jacking posture and rectify a deviation at any time, avoid safety accident, avoid doing over again, reduce work Cheng Chengben is shortened the construction period, and lifting curve jacking construction efficiency obtains preferable Social benefit and economic benefit.
2. technical solution
In order to achieve the above objectives, technical solution provided by the invention are as follows:
A kind of Curve Pipe Jacking jacking posture method for correcting error of the invention, comprising the following steps:
Step 1. develops a kind of wireless location system plug-in unit A, accesses push pipe turn-key system, and the setting correction of push pipe head is very heavy Top, is controlled by push pipe turn-key system;
Step 2. push pipe head installs the locator of transmittable wireless signal, and push pipe control room system is installed receiver, connect Device to be received to connect with push pipe turn-key system, positioning signal data can input push pipe turn-key system by wireless location system plug-in unit A, Practical jacking posture route map can be automatically formed;
When practical jacking posture route shifts with plan jacking posture, the sending of push pipe turn-key system refers to step 3. It enables, correction jack, which executes, forces satisfactory after correcting, it is ensured that practical jacking posture promotes according to plan.
Further, when practical jacking posture route and plan jacking posture shift described in step 3, with path-line phase Relationship number is as criterion;For Curve Pipe Jacking, route map is curve, then its correlation is with position tangent line calculating.
3. beneficial effect
Using technical solution provided by the invention, compared with prior art, have the following beneficial effects:
The present invention is positioned using wireless signal, and data input push pipe turn-key system, master control system by positioning system plug-in unit System issues instruction, and correction jack forces correction.Ensure that push pipe jacking is implemented according to plan.The method can be controlled fast and accurately Curve Pipe Jacking jacking posture is simultaneously rectified a deviation at any time, is avoided safety accident, is avoided doing over again, and is reduced engineering cost, is shortened the construction period, and is promoted bent Line jacking construction efficiency, obtains preferable Social benefit and economic benefit.
Detailed description of the invention
Fig. 1 is to deviate related coefficient number axis figure after related coefficient and correction in the present invention.
Specific embodiment
The invention will be further described with reference to the accompanying drawings and examples:
Embodiment 1
It will be seen from figure 1 that a kind of Curve Pipe Jacking jacking posture method for correcting error of the present embodiment, comprising the following steps:
Step 1. develops a kind of wireless location system plug-in unit A, accesses push pipe turn-key system, and the setting correction of push pipe head is very heavy Top, is controlled by push pipe turn-key system;
Step 2. push pipe head installs the locator of transmittable wireless signal, and push pipe control room system is installed receiver, connect Device to be received to connect with push pipe turn-key system, positioning signal data can input push pipe turn-key system by wireless location system plug-in unit A, Practical jacking posture route map can be automatically formed;
When practical jacking posture route shifts with plan jacking posture, the sending of push pipe turn-key system refers to step 3. It enables, correction jack, which executes, forces satisfactory after correcting, it is ensured that practical jacking posture promotes according to plan.
Further, when practical jacking posture route and plan jacking posture shift described in step 3, with path-line phase Relationship number is as criterion;For Curve Pipe Jacking, route map is curve, then its correlation is with position tangent line calculating.
One is passed through the Curve Pipe Jacking engineering of 106m wide river course, top tube diameter 1.4m, river lowest part and ground height 6.4m, pipeline thickness of earth covering are 1.6m~3.3m.Whole jacking path length is 211m.
Using wireless location system plug-in unit A, push pipe turn-key system is accessed, correction jack is arranged in push pipe head, by push pipe Turn-key system control;
Push pipe head installs the locator of transmittable wireless signal, and push pipe control room system installs receiver, receiver with The connection of push pipe turn-key system, positioning signal data input push pipe turn-key system by wireless location system plug-in unit A, automatically form Practical jacking posture route map;When practical jacking posture route and plan jacking posture shift, push pipe turn-key system hair It instructs out, correction jack, which executes, forces satisfactory after correcting, it is ensured that practical jacking posture promotes according to plan.Practical jacking posture route With plan jacking posture offset relationship, by related coefficient less than 0.995 in terms of.
In entire jack-in process, shift altogether 28 times, wherein 13 offset related coefficients are less than 0.995.Deviation-rectifying system Execute correction 13 times, it is ensured that jacking posture promotes according to plan substantially.
Schematically the present invention and embodiments thereof are described above, description is not limiting, institute in attached drawing What is shown is also one of embodiments of the present invention, and actual method is not limited thereto.So if the common skill of this field Art personnel are enlightened by it, without departing from the spirit of the invention, are not inventively designed and the technical solution Similar frame mode and embodiment, are within the scope of protection of the invention.

Claims (2)

1. a kind of Curve Pipe Jacking jacking posture method for correcting error, it is characterised in that: the following steps are included:
Step 1. develops a kind of wireless location system plug-in unit A, accesses push pipe turn-key system, and correction jack is arranged in push pipe head, It is controlled by push pipe turn-key system;
Step 2. push pipe head installs the locator of transmittable wireless signal, and push pipe control room system installs receiver, receiver It is connect with push pipe turn-key system, positioning signal data can input push pipe turn-key system by wireless location system plug-in unit A, can be certainly It is dynamic to form practical jacking posture route map;
For step 3. when practical jacking posture route shifts with plan jacking posture, push pipe turn-key system issues instruction, entangles Inclined jack, which executes, forces satisfactory after correcting, it is ensured that practical jacking posture promotes according to plan.
2. a kind of Curve Pipe Jacking jacking posture method for correcting error according to claim 1, it is characterised in that: described in step 3 When practical jacking posture route and plan jacking posture shift, using path-line related coefficient as criterion;For song Line push pipe, route map are curve, then its correlation is with position tangent line calculating.
CN201910360253.2A 2019-04-30 2019-04-30 A kind of Curve Pipe Jacking jacking posture method for correcting error Pending CN110030431A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910360253.2A CN110030431A (en) 2019-04-30 2019-04-30 A kind of Curve Pipe Jacking jacking posture method for correcting error

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910360253.2A CN110030431A (en) 2019-04-30 2019-04-30 A kind of Curve Pipe Jacking jacking posture method for correcting error

Publications (1)

Publication Number Publication Date
CN110030431A true CN110030431A (en) 2019-07-19

Family

ID=67240992

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910360253.2A Pending CN110030431A (en) 2019-04-30 2019-04-30 A kind of Curve Pipe Jacking jacking posture method for correcting error

Country Status (1)

Country Link
CN (1) CN110030431A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113216985A (en) * 2021-06-03 2021-08-06 中建安装集团南京建设有限公司 Real-time intelligent monitoring system for long-distance curve jacking pipe

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08233575A (en) * 1995-02-24 1996-09-13 Kandenko Co Ltd Method for automatically measuring position of conduct, etc., by using measuring truck
CN102032393A (en) * 2010-11-10 2011-04-27 博大建设有限公司 Small-bore long distance curved pipe jacking method
CN102720503A (en) * 2012-04-10 2012-10-10 江苏大学 Active-type automatic deviation rectification device of pipe-jacking tunneling machine
CN108104829A (en) * 2017-11-10 2018-06-01 上海市政建设有限公司 Concrete Curved push pipe opens Qu Fangfa
CN109268026A (en) * 2018-11-06 2019-01-25 中国水利水电第五工程局有限公司 A kind of push-bench operating system and operating method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08233575A (en) * 1995-02-24 1996-09-13 Kandenko Co Ltd Method for automatically measuring position of conduct, etc., by using measuring truck
CN102032393A (en) * 2010-11-10 2011-04-27 博大建设有限公司 Small-bore long distance curved pipe jacking method
CN102720503A (en) * 2012-04-10 2012-10-10 江苏大学 Active-type automatic deviation rectification device of pipe-jacking tunneling machine
CN108104829A (en) * 2017-11-10 2018-06-01 上海市政建设有限公司 Concrete Curved push pipe opens Qu Fangfa
CN109268026A (en) * 2018-11-06 2019-01-25 中国水利水电第五工程局有限公司 A kind of push-bench operating system and operating method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113216985A (en) * 2021-06-03 2021-08-06 中建安装集团南京建设有限公司 Real-time intelligent monitoring system for long-distance curve jacking pipe

Similar Documents

Publication Publication Date Title
CN103711080B (en) Utilize the method for locating between coordinate method of comparison determination steel pipe arch bridge arch rib
CN111585239B (en) Construction method for airport pipeline relocation and transformation without stopping navigation
CN109296825A (en) Major diameter bell and spigot water supply concrete pipe suspension protection system and its construction method
CN108345318A (en) A kind of beam sections free cantilever erection pier top block installation measurement method
CN103603330B (en) Method for using total station instrument to measure horizontal displacement of deep soil
CN105065009B (en) A kind of method extending shield-tunneling construction subway station
CN207017294U (en) Equipment anchor bolt buries the construction tool of reserving hole
CN103912017B (en) A kind of method for correcting error for immersed tube tunnel
CN204023628U (en) A kind of water-stopping structure
CN105239775A (en) Rebar mounting quality dynamic control method used for silo slip-form construction
CN208518217U (en) Vertical positioning rib positioning device for silo slip form construction
CN110030431A (en) A kind of Curve Pipe Jacking jacking posture method for correcting error
CN110514184B (en) Simple device for measuring deep stratum deformation and measuring method thereof
CN103088843B (en) Pipe gallery embedded iron parts construction method of installation
CN209041758U (en) A kind of major diameter bell and spigot water supply concrete pipe suspension protection system
CN104196246B (en) A kind of multidirectional stressed structure partial of continuous trusse evacuates lifting construction method in situ
CN204626453U (en) The supporting device of pipeline in Urban Underground pipe gallery
CN108978485A (en) A kind of steel construction cable-stayed bridge anchor tie plate field installation process
CN104727339A (en) Electrical equipment foundation two-step type construction method
CN104329098A (en) Weak surrounding rock auxiliary gallery small pilot tunnel crossing main tunnel roof brushing construction method
CN204328220U (en) With the pipeline hoop that side-play amount regulates
CN103727933B (en) Pipe installing center positioning device and localization method thereof
CN109487823A (en) The accurate installation method of groove type embedded part in city integrated piping lane punching block system
CN104453937A (en) Tunnel vault grounding terminal embedding device and embedding method thereof
CN109281408A (en) A kind of pipe gallery built-in fitting

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20190719