CN1995701A - Mechanical breaking construction method for use as shield tunneling machine reached tunnel portal - Google Patents

Mechanical breaking construction method for use as shield tunneling machine reached tunnel portal Download PDF

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Publication number
CN1995701A
CN1995701A CN 200610132427 CN200610132427A CN1995701A CN 1995701 A CN1995701 A CN 1995701A CN 200610132427 CN200610132427 CN 200610132427 CN 200610132427 A CN200610132427 A CN 200610132427A CN 1995701 A CN1995701 A CN 1995701A
Authority
CN
China
Prior art keywords
portal
shield
shield machine
well
cut
Prior art date
Application number
CN 200610132427
Other languages
Chinese (zh)
Other versions
CN100535391C (en
Inventor
何伦
王小军
朱劲峰
邵孟新
陈锦云
Original Assignee
广东省基础工程公司
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 广东省基础工程公司 filed Critical 广东省基础工程公司
Priority to CNB2006101324272A priority Critical patent/CN100535391C/en
Publication of CN1995701A publication Critical patent/CN1995701A/en
Application granted granted Critical
Publication of CN100535391C publication Critical patent/CN100535391C/en

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Abstract

The invention relates to a mechanical breaking construction method for shield machine achieving tunnel portal, comprising following procedures that when the shield machine achieves the outside of shield receiving well and the tip of fish cutter on the cutter head is against the outside of protective mechanism, the shield machine stops digging temporarily; the gun for chiseling the portal is hung into the shield well from the ground by mechanism, and then the gun is used to chisel the protective structure in portal range mechanically; when the portal is chiseled, the gun is hung from the shield well by mechanism and the shield machine achieves receiving well. In the invention, because the mechanical breaking construction method is used and the gun is used to chisel the protective structure in portal range directly, it is safe and rapid, the danger of portal collapse is decreased, the construction period is only one day or two days, rapid and simple process is ensured, there is no need to move in reducing speed when the shield machine achieves and tunnel construction progress is quickened. After the chiseling for portal is finished the shield machine can enter into the shield machine achieving well directly so as to achieve the purpose of invention.

Description

A kind of shield machine arrives the mechanical breaking construction method of tunnel portal
Technical field
The present invention relates to the realm of building construction, particularly relate to a kind of shield machine and arrive the job practices that tunnel portal is abolished.
Background technology
In numerous shield-tunneling construction fields, before shield machine arrival is appeared, after will cutting the space enclosing structure of shield structure received well, the arrival of just appearing of shield structure, method in the past all is to adopt manually to abolish portal, promptly the reinforcing bar and the concrete of space enclosing structure in the portal scope is abolished, and the duration generally needs 15~20 days, because the engineering time is long, makes space enclosing structure have the risk of caving in abolishing process; In addition, adopt the method for manually abolishing portal, often when the design shield machine arrives stabilization zone length, general scope that need to consider construction 8~10m length, cause reinforcement cost higher, and shield machine 50m before arrival just needs Easy abeadl, had a strong impact on the construction speed in tunnel.
The object of the present invention is to provide a kind of efficient, saving duration, also greatly reduce simultaneously portal is cut existing risk, guarantee that shield machine arrives shield structure received well quickly and safely, cave in and provide the shield machine of effective guarantee to arrive the mechanical breaking portal job practices of tunnel portal for controlling ground preferably.
Summary of the invention
The objective of the invention is to be achieved through the following technical solutions:
(1) outside shield machine arrives shield structure received well and when the fish tail cutter point of a knife of its cutterhead withstands the outside of space enclosing structure, shield machine temporarily stops driving;
(2) will cut the required big gun machine of portal and adopt machinery to hang in the shield structure well from ground, and utilize the big gun machine in well, the space enclosing structure in the portal scope to be carried out machinery then and cut;
When (3) the big gun machine cuts portal, its order should by in the well to well outside, carry out machinery from the bottom of portal from the inferior ordered pair space enclosing structure on top and cut, when concrete cut finish after, reinforcing bar is manually cut off in direct utilization;
(4) when portal cut finish after, with machinery the big gun machine is hung shield structure well, and the building waste that cuts portal is cleaned out, install then and fixedly shield machine receive carriage, in the shield machine arrival received well.
The present invention is owing to adopt the job practices of mechanical breaking portal, before shield machine arrives, adopt the big gun machine directly the space enclosing structure in the portal scope to be cut, utilize the big gun machine to cut, both safe and efficient, reduced the danger that portal caves in, its construction period was needed only 1~2 day, guarantee that its technology is fast and simple, can reduce length to 3~5m that shield machine arrives stabilization zone simultaneously again greatly, and shield machine need not Easy abeadl when arriving, and has accelerated Tunnel Construction Schedule.And treat that portal cuts the back shield machine that finishes and can directly enter in the shield structure received well, reach purpose of the present invention.
Below describe realization of the present invention in detail:
The specific embodiment
Shield machine of the present invention arrives the mechanical breaking portal job practices of tunnel portal, may further comprise the steps:
(1) outside shield machine arrives shield structure received well and when the fish tail cutter point of a knife of its cutterhead withstands the outside of space enclosing structure, shield machine temporarily stops driving;
(2) will cut the required big gun machine of portal and adopt machinery to hang in the shield structure well from ground, and utilize the big gun machine in well, the space enclosing structure in the portal scope to be carried out machinery then and cut;
When (3) the big gun machine cuts portal, its the order should by in the shield structure well outside well direction begin to abolish, and on whole portal section, because the mechanical breaking portal is direct fast from the time, should be from the bottom of portal, space enclosing structure carried out machinery cut from bottom to top, when concrete cut finish after, directly reinforcing bar is manually cut off in utilization;
(4) when portal cut finish after, with machinery the big gun machine is hung shield structure well, and the building waste that cuts portal is cleaned out, install then and fixedly shield machine receive carriage, in the shield machine arrival received well.

Claims (1)

1, a kind of shield machine arrives the mechanical breaking construction method of tunnel portal, it is characterized in that may further comprise the steps:
(1) outside shield machine arrives shield structure received well and when the fish tail cutter point of a knife of its cutterhead withstands the outside of space enclosing structure, shield machine temporarily stops driving;
(2) will cut the required big gun machine of portal and adopt machinery to hang in the shield structure well from ground, and utilize the big gun machine in well, the space enclosing structure in the portal scope to be carried out machinery then and cut;
When (3) the big gun machine cut portal, its order should be from inside to outside, space enclosing structure is carried out machinery cut from bottom to top, when concrete cut finish after, directly reinforcing bar is manually cut off in utilization;
(4) when portal cut finish after, with machinery the big gun machine is hung shield structure well, and the building waste that cuts portal is cleaned out, install then and fixedly shield machine receive carriage, in the shield machine arrival received well.
CNB2006101324272A 2006-12-30 2006-12-30 Mechanical breaking construction method for use as shield tunneling machine reached tunnel portal CN100535391C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2006101324272A CN100535391C (en) 2006-12-30 2006-12-30 Mechanical breaking construction method for use as shield tunneling machine reached tunnel portal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2006101324272A CN100535391C (en) 2006-12-30 2006-12-30 Mechanical breaking construction method for use as shield tunneling machine reached tunnel portal

Publications (2)

Publication Number Publication Date
CN1995701A true CN1995701A (en) 2007-07-11
CN100535391C CN100535391C (en) 2009-09-02

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2006101324272A CN100535391C (en) 2006-12-30 2006-12-30 Mechanical breaking construction method for use as shield tunneling machine reached tunnel portal

Country Status (1)

Country Link
CN (1) CN100535391C (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101660419A (en) * 2008-08-27 2010-03-03 上海市机械施工有限公司 Construction method for putting tunnel shield into hole in special stratum
CN102322269A (en) * 2011-08-30 2012-01-18 北京城乡建设集团有限责任公司 Super early receiving supporting structure of shield machine and super early receiving method
CN102146679B (en) * 2010-02-09 2012-08-29 中铁十一局集团有限公司 Construction method for complex geological section earth pressure balance shield passing middle air shaft
CN103352702A (en) * 2013-07-09 2013-10-16 中铁第四勘察设计院集团有限公司 Receiving constructing method in shield tunnel
CN103953350A (en) * 2014-05-20 2014-07-30 中铁四局集团有限公司 Tunnel portal breaking method by using shield tunneling machine on quicksand strata
CN105422107A (en) * 2015-12-31 2016-03-23 北京建工土木工程有限公司 Method for receiving shield tunneling machine in tunnel
CN106223963A (en) * 2016-08-05 2016-12-14 中国水利水电第十四工程局有限公司 A kind of shield machine air pushing construction method by subsurface excavation method tunnel
CN108756908A (en) * 2018-04-03 2018-11-06 中铁十二局集团有限公司 A kind of Suporting structure for voluntarily abolishing portal and method of appearing
CN108868784A (en) * 2018-06-08 2018-11-23 中交公局厦门工程有限公司 A kind of shield section end portal building enclosure breaking construction method

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101660419A (en) * 2008-08-27 2010-03-03 上海市机械施工有限公司 Construction method for putting tunnel shield into hole in special stratum
CN101660419B (en) * 2008-08-27 2013-05-29 上海市机械施工有限公司 Construction method for putting tunnel shield into hole in special stratum
CN102146679B (en) * 2010-02-09 2012-08-29 中铁十一局集团有限公司 Construction method for complex geological section earth pressure balance shield passing middle air shaft
CN102322269B (en) * 2011-08-30 2013-04-24 北京城乡建设集团有限责任公司 Super early receiving supporting structure of shield machine and super early receiving method
CN102322269A (en) * 2011-08-30 2012-01-18 北京城乡建设集团有限责任公司 Super early receiving supporting structure of shield machine and super early receiving method
CN103352702A (en) * 2013-07-09 2013-10-16 中铁第四勘察设计院集团有限公司 Receiving constructing method in shield tunnel
CN103352702B (en) * 2013-07-09 2016-05-04 中铁第四勘察设计院集团有限公司 A kind of shield structure receives construction in hole
CN103953350B (en) * 2014-05-20 2017-02-15 中铁四局集团有限公司 Tunnel portal breaking method by using shield tunneling machine on quicksand strata
CN103953350A (en) * 2014-05-20 2014-07-30 中铁四局集团有限公司 Tunnel portal breaking method by using shield tunneling machine on quicksand strata
CN105422107A (en) * 2015-12-31 2016-03-23 北京建工土木工程有限公司 Method for receiving shield tunneling machine in tunnel
CN106223963A (en) * 2016-08-05 2016-12-14 中国水利水电第十四工程局有限公司 A kind of shield machine air pushing construction method by subsurface excavation method tunnel
CN108756908A (en) * 2018-04-03 2018-11-06 中铁十二局集团有限公司 A kind of Suporting structure for voluntarily abolishing portal and method of appearing
CN108756908B (en) * 2018-04-03 2019-10-11 中铁十二局集团有限公司 A kind of Suporting structure for voluntarily abolishing portal and method of appearing
CN108868784A (en) * 2018-06-08 2018-11-23 中交公局厦门工程有限公司 A kind of shield section end portal building enclosure breaking construction method

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Publication number Publication date
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C06 Publication
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SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
LIC Patent licence contract for exploitation submitted for record

Free format text: EXCLUSIVE LICENSE; TIME LIMIT OF IMPLEMENTING CONTACT: 2009.10.12 TO 2015.10.11; CHANGE OF CONTRACT

Name of requester: GUANGDONG CHINA TUNNEL CONSTRUCTION CO., LTD.

Effective date: 20091221

EE01 Entry into force of recordation of patent licensing contract

Assignee: China Tunnel Construction Co., Ltd. Guangdong

Assignor: Guangdong Prov. Foundation Engineering Co.

Contract fulfillment period: 2009.10.12 to 2015.10.11 contract change

Contract record no.: 2009440001897

Denomination of invention: Mechanical breaking construction method for use as shield tunneling machine reached tunnel portal

Granted publication date: 20090902

License type: Exclusive license

Record date: 20091221

ASS Succession or assignment of patent right

Owner name: CHINA TUNNEL CONSTRUCTION CO., LTD. GUANGDONG

Free format text: FORMER OWNER: GUANGDONG PROV. FOUNDATION ENGINEERING CO.

Effective date: 20140418

C41 Transfer of patent application or patent right or utility model
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Effective date of registration: 20140418

Address after: 9, building 510620, industrial building, 101 Tianhe Road, Guangzhou, Guangdong, Tianhe District

Patentee after: China Tunnel Construction Co., Ltd. Guangdong

Address before: 19-20, No. 510620, Tianhe Road, 99 Tianhe Road, Guangdong, Guangzhou

Patentee before: Guangdong Prov. Foundation Engineering Co.

CP03 Change of name, title or address

Address after: 510220 Guangdong city of Guangzhou province Haizhuqu District Yue Xuan Street No. 81 (G-3) 1501-1512, 1604-1607 room

Patentee after: Guangdong Hua Qiao construction group Limited by Share Ltd

Address before: 9, building 510620, industrial building, 101 Tianhe Road, Guangzhou, Guangdong, Tianhe District

Patentee before: China Tunnel Construction Co., Ltd. Guangdong

CP03 Change of name, title or address