CN100532746C - Underground sewer repairing method - Google Patents

Underground sewer repairing method Download PDF

Info

Publication number
CN100532746C
CN100532746C CNB2007100216311A CN200710021631A CN100532746C CN 100532746 C CN100532746 C CN 100532746C CN B2007100216311 A CNB2007100216311 A CN B2007100216311A CN 200710021631 A CN200710021631 A CN 200710021631A CN 100532746 C CN100532746 C CN 100532746C
Authority
CN
China
Prior art keywords
waterstop
underground sewer
underground
repaired
packing
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.)
Expired - Fee Related
Application number
CNB2007100216311A
Other languages
Chinese (zh)
Other versions
CN101037876A (en
Inventor
徐水坤
李国水
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.)
SHANGHAI LONGRI CONSTRUCTION D
Original Assignee
SHANGHAI LONGRI CONSTRUCTION D
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 SHANGHAI LONGRI CONSTRUCTION D filed Critical SHANGHAI LONGRI CONSTRUCTION D
Priority to CNB2007100216311A priority Critical patent/CN100532746C/en
Publication of CN101037876A publication Critical patent/CN101037876A/en
Application granted granted Critical
Publication of CN100532746C publication Critical patent/CN100532746C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The invention provides an underground sewage conduit repairing method, characterized in that an annular water stop tape, an inner expansion ring and a fastening connection mechanism are arranged on the sewage pipe, the water stop tape is applied on the joining part of two segment connection pipes, one side of the tape is applied on the inner circle surfaces of the pipes, and the other side of the tape cooperates with the outer circle surface of the inner expansion ring which is composed by connection of at least two segment arced inner expansion ring bodies, the ends of the neighboring two segment inner expansion ring bodies connect to each other through the fastening connection mechanism, the inner expansion ring bodies compose a close ring under the expansion state to make the water stop tape closely seal the joining end of the two connection pipes, thereby the two connection pipes being sealed and connected together. The method has advantages of easy practicality, strong adaptability, excellent water stop effect and preferable durability, and can be widely promoted and applied, and has excellent economical benefit and social benefit.

Description

The method that underground sewer is repaired
Technical field
The present invention relates to the repairing construction of underground sewer, relate in particular to a kind of heavy caliber underground sewer interface crack, repair of leakage construction treating methods, belong to the non-trenchless rehabilitation field of engineering technology of pipeline.
Background technology
The heavy caliber underground sewer mostly is the merogenesis combination and lays, come into operation afterwards because of various reasons such as natural environment, geology variation and last stressor layer differences, pipeline can become non-rectilinear by straight line, the pipe joint position distortion occurs and produces the crack, making underground water and underground water carry the pipeline soil body and silt particle all around secretly pours in the pipe, flow away with sewage, if things go on like this cause vicious circle.In the prior art, generally be to adopt cement to seal mending-leakage at its interface, this sealing craft leakage mending method is unable to undergo the test of time.Also have a kind of recovery technique to be in addition: the thickness about employing 10mm and the steel plate of the above width of 300mm divide 3 to be spliced into a circle, the external coating antifouling paint, through practical operation with use interpretation of result, this technology has following shortcoming: 1. constructing operation labour intensity big (heaviness); 2. operating pipeline must be cut off the water supply (the necessary shutoff in two), need set up interim water pump and carry out surmounting of sewage, increases the cost of engineering; 3. the repairing construction cycle is longer; 4. anticorrosion relatively poor, the antifouling paint on surface is easy to come off, and application life is short.
According to the knowledge of the applicant, still do not have preferably repair materials and construction technology at present underground sewage conduct is repaired, above-mentioned defective is ubiquity in the industry, and the interface renovation technique of large-scale pipeline will be an important technology problem that is worth research.
Summary of the invention
The purpose of this invention is to provide the job practices that a kind of underground sewer interface is repaired, be intended to effectively solve the problems such as crack, seepage of large diameter pipeline, improve construction quality and efficient, guarantee that underground sewer effectively comes into operation for a long time.
Purpose of the present invention is achieved through the following technical solutions:
The method that underground sewer is repaired, it is characterized in that: waterstop, interior packing and engagement connection mechanism are set, described waterstop is banded structure ringwise, its material is a neoprene, waterstop is fitted in the joining place of two sections underground sewers, the one side of waterstop is fitted with the pipeline inner headed face, and the another side of waterstop matches with the periphery of interior packing; Packing is connected by the interior packing body of two sections arcs forms at least in described, be connected by engagement connection mechanism between the end of packing body in the two neighboring sections, the interior packing body of described at least two sections arcs constitutes closed round ring shape under the spreading state, waterstop is closely sealed with the abutting end driving fit of two sections tube connectors, be one thereby the tube connector sealing is connected.
Purpose of the present invention can also come further to realize by the following technical programs:
The method that aforesaid underground sewer is repaired, wherein, every suit engagement connection mechanism comprises two anchor ears, two support joint, two fasteners and bolts, two anchor ears are connected the end with two of interior packing body respectively and fix, one anchor ear connects a support joint, and fastener flexibly connects for the card slot type wedge shape with the support joint, by two fasteners two support joints is fastened, by bolt thereby the clamping of two fasteners is driven two support joints and move packing body spreading in making round about.
The method that aforesaid underground sewer is repaired, wherein, the material of described anchor ear, support joint, fastener and bolt all is a stainless steel; The material of packing is a stainless steel in described.
The method that aforesaid underground sewer is repaired, wherein, the surface that described waterstop and tube connector fit is provided with seal groove.
The method that aforesaid underground sewer is repaired, wherein, described waterstop is provided with groove with the surface that interior packing matches, and correspondingly, the matching surface of interior packing is provided with the convex raceway groove.
The method that aforesaid underground sewer is repaired, wherein, described interior packing is made of the interior packing body of three sections arcs.
The method that aforesaid underground sewer is repaired, wherein, the internal diameter of described underground sewer is 80~220cm.
The outstanding substantive distinguishing features and the obvious improvement of technical solution of the present invention is mainly reflected in:
The present invention connects and composes interior packing to the interior packing body of at least two sections arcs, make interior packing spreading by engagement connection mechanism, then the outer wall surface of interior packing can prop up the waterstop at pipeline joint-seam place, and packing swelling firmly reaches and prevents the effect of leaking on inner-walls of duct in making.This scheme is installed fast, need not envelope, tears the chieftain open, can be with the water operation during the operation low ebb, and operation does not have influence substantially to pipeline, does not need to cut off the water supply.Because construction fast, has therefore significantly reduced the open-assembly time of constructor at the down-hole hazardous environment, safety of construction, constructor's life support is greatly improved; The interface withstand voltage reaches 1.5kg/cm 2, the highlyest can reach 1.8kg/cm 2, stagnant water effect is good.The present invention is applicable to the underground sewer of various calibers, various interface form, and scheme is easily implemented, and compliance is strong, can in the field of businessly promote the use of, and has good economic benefit and social benefit.
Description of drawings
Below in conjunction with accompanying drawing technical solution of the present invention is described further:
Fig. 1: the structural representation of waterstop;
Fig. 2: the schematic diagram of the another kind of structure of waterstop;
Fig. 3: the structural representation of interior packing;
Fig. 4: the structural representation of engagement connection mechanism.
The implication of each Reference numeral sees the following form among the figure:
Reference numeral Implication Reference numeral Implication Reference numeral Implication
1 Waterstop 2 Interior packing 3 Anchor ear
4 The support joint 5 Fastener 6 Bolt
The specific embodiment
As Fig. 1~shown in Figure 4, waterstop 1, interior packing 2 and engagement connection mechanism are set, waterstop 1 is banded structure ringwise, waterstop 1 fits in the junction of two sections heavy caliber underground sewers, one surface of waterstop 1 fits with the pipeline inner headed face, and waterstop 1 is provided with seal groove with the surface that tube connector fits; The another side of waterstop 1 matches with the periphery of interior packing 2, and waterstop 1 is provided with groove with the surface that interior packing 2 matches, and correspondingly, the matching surface of interior packing is provided with the convex raceway groove; Interior packing 2 is connected by the interior packing body of two sections arcs forms at least, is connected by engagement connection mechanism between the end of packing body in the two neighboring sections.Every suit engagement connection mechanism, as shown in Figure 3, comprise two anchor ears, two support joint, two fasteners and bolts, anchor ear 3 fixes with the end that is connected of interior packing body, one anchor ear 3 connects a support joint 4, and fastener 5 and support joint 4 will support joint 4 by fastener 5 and fasten for the card slot type wedge shape flexibly connects, by bolt thereby the clamping of two fasteners is driven two support joints and move packing body spreading in making round about; Under the spreading state, the interior packing body of at least two sections arcs constitutes closed round ring shape, waterstop 1 is closely sealed with the abutting end driving fit of two tube connectors, thereby the sealing of two tube connectors is connected and is one.
During concrete enforcement, the preferred neoprene of the material of waterstop 1, the material of interior packing 2 is a stainless steel; The material of anchor ear 3, support joint 4, fastener 5 and bolt 6 also all is a stainless steel.Interior packing is connected and composed by the interior packing body of two sections arcs at least, ideally selects for use the interior packing body of three sections arcs to connect and compose.During construction, packing spreading in making by engagement connection mechanism, then in the outer wall surface of packing can be against the waterstop at pipeline joint-seam place, packing swelling firmly reaches and prevents the effect of leaking on inner-walls of duct in making.
The job practices that underground sewer interface of the present invention is repaired has better solved the problems such as crack, seepage of pipe joint, and construction quality is good, efficient is high, can guarantee satisfactorily that underground sewer effectively comes into operation for a long time.Be applicable to the underground sewer of 80~220cm internal diameter, install during enforcement fast that operation does not have influence substantially to pipeline, does not need to cut off the water supply.Because construction fast, has therefore reduced the open-assembly time of constructor at the down-hole hazardous environment significantly, safety of construction, constructor's life support is greatly improved.Construction finishes, and the interface withstand voltage reaches 1.5kg/cm 2, the highlyest can reach 1.8kg/cm 2, stagnant water effect is good, persistence is good.At the underground sewer of various calibers, various interface form, can correspondingly develop product multi-form, various material, scheme is easily implemented, and compliance is strong, can in the field of businessly promote the use of, and has good economic benefit and social benefit.
Below only be concrete exemplary applications of the present invention, protection scope of the present invention is not constituted any limit
Below only be concrete exemplary applications of the present invention, protection scope of the present invention is not constituted any limitation.All employing equivalents or equivalence are replaced and the technical scheme of formation, all drop within the rights protection scope of the present invention.

Claims (7)

1. the underground sewer method of repairing, it is characterized in that: waterstop, interior packing and engagement connection mechanism are set, described waterstop is banded structure ringwise, its material is a neoprene, waterstop is fitted in the joining place of two sections underground sewers, the one side of waterstop is fitted with the inner headed face of underground sewer, and the another side of waterstop matches with the periphery of interior packing; Packing is connected by the interior packing body of two sections arcs forms at least in described, be connected by engagement connection mechanism between the end of packing body in the two neighboring sections, every suit engagement connection mechanism comprises two anchor ears, two support joints, two fasteners and bolt, two anchor ears are connected the end with two of interior packing body respectively and fix, one anchor ear connects a support joint, fastener flexibly connects for the card slot type wedge shape with the support joint, by two fasteners two support joints are fastened, by bolt thereby the clamping of two fasteners being driven two support joints moves round about, packing body spreading in making, the interior packing body of described at least two sections arcs constitutes closed round ring shape under the spreading state, waterstop is closely sealed with the abutting end driving fit of two sections underground sewers, be one thereby the underground sewer sealing is connected.
2. the method that underground sewer according to claim 1 is repaired is characterized in that: the material of described anchor ear, support joint, fastener and bolt all is a stainless steel.
3. the method that underground sewer according to claim 1 is repaired is characterized in that: the material of packing is a stainless steel in described.
4. the method that underground sewer according to claim 1 is repaired, it is characterized in that: the surface that described waterstop and underground sewer fit is provided with seal groove.
5. the method that underground sewer according to claim 1 is repaired, it is characterized in that: described waterstop is provided with groove with the surface that interior packing matches, and correspondingly, the matching surface of interior packing is provided with the convex raceway groove.
6. the method that underground sewer according to claim 1 is repaired is characterized in that: packing is made of the interior packing body of three sections arcs in described.
7. the method that underground sewer according to claim 1 is repaired, it is characterized in that: the internal diameter of described underground sewer is 80~220cm.
CNB2007100216311A 2007-04-18 2007-04-18 Underground sewer repairing method Expired - Fee Related CN100532746C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2007100216311A CN100532746C (en) 2007-04-18 2007-04-18 Underground sewer repairing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2007100216311A CN100532746C (en) 2007-04-18 2007-04-18 Underground sewer repairing method

Publications (2)

Publication Number Publication Date
CN101037876A CN101037876A (en) 2007-09-19
CN100532746C true CN100532746C (en) 2009-08-26

Family

ID=38889026

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2007100216311A Expired - Fee Related CN100532746C (en) 2007-04-18 2007-04-18 Underground sewer repairing method

Country Status (1)

Country Link
CN (1) CN100532746C (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106402573A (en) * 2016-11-16 2017-02-15 上海市政工程设计研究总院(集团)有限公司 Water-proof structure at pipeline connector and mounting method of water-proof structure
CN107740905B (en) * 2017-11-03 2019-12-24 中国十九冶集团有限公司 Leakage stopping device and method for water pipeline

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1343602A (en) * 1970-11-23 1974-01-16 Press W & Son Ltd Sealing pipe joints
WO1997031203A1 (en) * 1996-02-23 1997-08-28 Npc Acquisition Corp. Expandable band and locking mechanism for installing a flexible sealing element
CN2495885Y (en) * 2001-09-07 2002-06-19 毛政新 Internal expanding ring for blocking leakage of large sized pipeline
US6435566B1 (en) * 1998-02-20 2002-08-20 Miller Pipeline Corporation Internal conduit sealing member and band
CN2533370Y (en) * 2002-03-27 2003-01-29 毛政新 Leakproof joint sealing ring for large of middle pipeline
CN2605325Y (en) * 2003-02-24 2004-03-03 四川新汇管业有限公司 Two-wall winding pipe strap ring type water stop ring
CN2655009Y (en) * 2003-11-27 2004-11-10 林永志 Internal locking sealing band for pipe
CN1614292A (en) * 2004-11-26 2005-05-11 天津市水利科学研究所 Pipeline leakage blocking device, its production and method thereof
CN1657718A (en) * 2004-02-17 2005-08-24 上海市普陀区市政工程管理署 Method for repairing sewer using water-proof film lining
EP1674781A1 (en) * 2004-12-22 2006-06-28 NPC, Inc. Expandable band and locking mechanism

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1343602A (en) * 1970-11-23 1974-01-16 Press W & Son Ltd Sealing pipe joints
WO1997031203A1 (en) * 1996-02-23 1997-08-28 Npc Acquisition Corp. Expandable band and locking mechanism for installing a flexible sealing element
US6435566B1 (en) * 1998-02-20 2002-08-20 Miller Pipeline Corporation Internal conduit sealing member and band
CN2495885Y (en) * 2001-09-07 2002-06-19 毛政新 Internal expanding ring for blocking leakage of large sized pipeline
CN2533370Y (en) * 2002-03-27 2003-01-29 毛政新 Leakproof joint sealing ring for large of middle pipeline
CN2605325Y (en) * 2003-02-24 2004-03-03 四川新汇管业有限公司 Two-wall winding pipe strap ring type water stop ring
CN2655009Y (en) * 2003-11-27 2004-11-10 林永志 Internal locking sealing band for pipe
CN1657718A (en) * 2004-02-17 2005-08-24 上海市普陀区市政工程管理署 Method for repairing sewer using water-proof film lining
CN1614292A (en) * 2004-11-26 2005-05-11 天津市水利科学研究所 Pipeline leakage blocking device, its production and method thereof
EP1674781A1 (en) * 2004-12-22 2006-06-28 NPC, Inc. Expandable band and locking mechanism

Also Published As

Publication number Publication date
CN101037876A (en) 2007-09-19

Similar Documents

Publication Publication Date Title
CN110617381A (en) Drainage pipeline cracking local plugging structure, plugging method and repairing method
CN110645418B (en) Connecting method for mounting large-diameter pipeline
US9027605B2 (en) Pipeline reinforcement assembly and method
CN111536362B (en) Method for grouting and reinforcing fiber grids of large-diameter concrete pipeline lining
CN110985765A (en) Flexible waterproof sealing structure of wall bushing and construction method
CN100532746C (en) Underground sewer repairing method
CN108730671A (en) A kind of pipe repairing method and repaired pipeline
FI91992B (en) liner
CN105757383A (en) Pipe connecting device easy to assemble and disassemble
CN111963796A (en) Large-diameter pipeline lining reinforcing structure and maintenance method
CN212537136U (en) Non-water-break secondary repair construction structure for ultra-large diameter pipeline
US4703940A (en) Joint sleeve for pipe with contoured inner surface
CN211624443U (en) Flexible waterproof sealing structure of wall bushing
CN210372529U (en) Auxiliary anti-falling device for half joint
CN212617043U (en) Quick repair lock for pipeline
US20120049515A1 (en) Boltless Pipe Joint Assembly
EP3242068B1 (en) Method for permanently sealing a pipe joint and pipe joint between two waste water pipe ends
RU2414598C1 (en) Method to eliminate inflows in tunnels with lining from high-precision blocks
CN2610206Y (en) 'Perpetual motion' lining tube for repairing pipeline
CN109681697A (en) A kind of direct-burried band seal ring pipeline exempts from casing bit and its application method
CN213117794U (en) Water-stopping flexible sleeve for wall-penetrating sleeve of frequently-expanded and contracted underground pipeline inspection well
CN111963817A (en) Quick repair lock for pipeline
CN220487613U (en) Circular seam waterproof structure of oversized-section rectangular pipe-jacking pipe joint
CN2315405Y (en) Spigot and socket steel ring for high efficiency prestressed steel tube concrete pipe
CN113931642B (en) Temporary treatment method for water and sand leakage of tail of earth pressure balance shield machine

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090826

Termination date: 20110418