CN1207469C - Manhole structure constructing method, manhole structure water-stop flexible joint and manhole structure - Google Patents
Manhole structure constructing method, manhole structure water-stop flexible joint and manhole structure Download PDFInfo
- Publication number
- CN1207469C CN1207469C CNB028029518A CN02802951A CN1207469C CN 1207469 C CN1207469 C CN 1207469C CN B028029518 A CNB028029518 A CN B028029518A CN 02802951 A CN02802951 A CN 02802951A CN 1207469 C CN1207469 C CN 1207469C
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- Prior art keywords
- manhole
- pipe
- fixed
- periphery
- manhole structure
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- Expired - Fee Related
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Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/02—Manhole shafts or other inspection chambers; Snow-filling openings; accessories
- E03F5/021—Connection of sewer pipes to manhole shaft
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L41/00—Branching pipes; Joining pipes to walls
- F16L41/08—Joining pipes to walls or pipes, the joined pipe axis being perpendicular to the plane of the wall or to the axis of another pipe
- F16L41/088—Joining pipes to walls or pipes, the joined pipe axis being perpendicular to the plane of the wall or to the axis of another pipe fixed using an elastic grommet between the extremity of the tube and the wall
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L5/00—Devices for use where pipes, cables or protective tubing pass through walls or partitions
- F16L5/02—Sealing
- F16L5/10—Sealing by using sealing rings or sleeves only
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Sewage (AREA)
Abstract
A method is disclosed for constructing a manhole structure in which a manhole and a pipe are joined together by using a waterproof flexible joint. The joint includes a rigid cylindrical portion and a cylindrical flexible portion that has a covering portion to be fixed around an outer periphery of said pipe, a fixing portion fixed to an outer periphery of said rigid cylindrical portion and to be fixed to the manhole and a connecting portion connecting the covering portion to the fixing portion and made of an elastic material being capable of absorbing a displacement between the manhole and the pipe. The waterproof flexible joint is located around the outer periphery of the pipe, and the covering portion is fixed around the outer periphery of the pipe. Then, a filler for the manhole is poured around an outer periphery of the fixing portion.
Description
Technical field
The present invention about manhole structure's job practices, manhole structure with waterproof flexible joint and manhole structure.
Background technology
The job practices of pipe has by excavation and the job practices of backfill and, propelling construction method etc.The propelling construction method is at first to excavate two shafts (shaft) that advance and arrive, and secondly, utilizes jack flatly to release sewer pipe from advancing the hole beginning, utilizes level to bore control mechanical equivalent of light excavation lateral aperture simultaneously.
Fig. 4 is known manhole structure's 41 a skiagraph.As shown in Figure 4, manhole 42 is laid in the vertical core.The retaining wall of the occasion of excavation shaft generally is to use steel pipe for keeping minimum job area.When the constructing of manhole, its sleeve (casing) steel pipe becomes outboard template 44, and between the inner side template 45, forms manhole 42.
When this shaft was constructed manhole 42, the pipe 43 of the sewer pipe that lays earlier etc. was the relation that the space is set because of manhole 42, imbeds in people's hole wall portion concrete 46.
And as shown in Figure 4, the interface 47 of pipe 43 and people's hole wall portion concrete 46 becomes the relation of the waterway that leaks easily, and is good with adhering to of pipe 43 for making concrete 46, for the purpose of preventing to leak, uses the attached sand short tube that adheres to sand 48 at the outer peripheral face 43a that manages 43.
The problem that the invention desire solves
Manhole structure shown in Figure 4 41, concrete 46 is to become rigidity in conjunction with (rigid joint) with combining of pipe 43, and when earthquake etc., pipe 43 has damaged possibility.Especially, pipe 43 is the occasion of Hume's pipe (Hume concrete pipe) or earthen-ware pipe etc., the breakage by the domain displacement easily.
Pipe 3 be the occasion of the flexibility pipe of resin etc., though cause that by the domain displacement possibility of breakage is lower, still have high breakage possibility.And pitch tube is in succession in concrete, easily given birth to waterway during need not be attached husky short tube, and its sealing has problem.
Attached sand short tube is sunk and can be produced minim gap 49 etc. in the bottom of pipe 43 by the presclerotic dehydration of concrete 46 as shown in Figure 4, or after the several years, meeting is shunk because of the drying of concrete 46 and produced minim gap 49 etc., thereby leaks.
At the flexibility pipe of pitch tube etc., special, because flexual relation, it is flat by soil pressure etc. pipe to be become, though with attached sand short tube, can not get rid of the generation of waterway fully.
Summary of the invention
Problem of the present invention is to make manhole and pipe become softness by the manhole structure with waterproof flexible joint to combine (flexible joint), when earthquake etc., can prevent the breakage of pipe.
And problem of the present invention is that leaking between manhole and the pipe prevented fully.
The present invention is about manhole structure's job practices, be applicable to manhole is connected with pipe, comprise: producer's pore structure operation of waterproof flexible joint, above-mentioned manhole structure has the body of scratching of the cylindrical body of rigidity and tubular with the waterproof flexible joint cording, above-mentioned tubular flexible body has the covering part of the periphery that is fixed in aforementioned tube, be fixed in the fixed part of above-mentioned manhole and make above-mentioned covering part and the linking part of said fixing portion binding, this cylindrical body inboard in the space of this bond sites between this cylindrical body and this pipe, the periphery of above-mentioned cylindrical body is fixed in said fixing portion, above-mentioned linking part is formed by the elastic body that can absorb the displacement between above-mentioned manhole and the aforementioned tube, make above-mentioned manhole structure be disposed at the periphery of aforementioned tube in the shaft with waterproof flexible joint, make above-mentioned covering part be fixed in the periphery of this pipe, periphery cast manhole filler in said fixing portion is to form the manhole structure.
And, the manhole structure of the present invention about making with waterproof flexible joint and above-mentioned construction method in above-mentioned construction method end user pore structure.
Knowledge Base of the present invention can make the pipe of propelling construction method become the soft manhole structure who combines with on-the-spot junction surface of watering the manhole of the concrete system of putting by by using fixed manhole structure to use waterproof flexible joint.
Having manhole, in inventor's pore structure advances the pipe and the manhole structure that lay to use waterproof flexible joint, by the periphery at pipe make the manhole structure with waterproof flexible connect fixed after, constructed with filler with the outside of waterproof flexible joint cast manhole the manhole structure.
The cylindrical body and the tubular flexible body that possess rigidity about manhole structure of the present invention with waterproof flexible joint.The cylindrical body of rigidity is disposed at the radial outside of tubular flexible body, has the effect that makes tubular flexible body be fixed in manhole.
Have the covering part of the periphery that is fixed in pipe about tubular flexible body of the present invention, be fixed in the fixed part of manhole and make covering part and linking part that fixed part links.
Be fixed in the periphery of the cylindrical body of rigidity about the fixed part of tubular flexible body of the present invention.The tubular of this rigidity is to make the fixed part of tubular flexible body be fixed to manhole.
In the present invention, make the covering part of tubular flexible body be fixed in the periphery of pipe, in the periphery of the fixed part of tubular flexible body, cast manhole filler is to apply Access Opening's structure.
In the present invention, manhole comprises with filler and is poured in order to the concrete in the template of construction people wall surface of the hole at the scene or is fills up to the hole face of cutting that is formed on people's wall surface of the hole such as the vertical manhole of group, and between the flexibility joint, use so that the manhole structure is fixed to the filler of cutting the hole face with waterproof flexible joint.
About tubular flexible body of the present invention, its linking part is formed by the elastic body that absorbs the displacement between manhole and the pipe.This linking part has the effect that absorbs the displacement between these between manhole and pipe.
About rigid column of the present invention is when the periphery cast manhole of the fixed part of tubular flexible body use filler, has the fixed part of support tubular flexible body, makes this fixed part be fixed in the effect of manhole.
And, tie up between the fixed part of tubular flexible body and the covering part about rigid column of the present invention and to guarantee the space, in this space, the linking part of tubular flexible body absorbs the displacement between manhole and the pipe.
According to the present invention, after the periphery of pipe makes the manhole structure fix with waterproof flexible joint, by the manhole structure with the periphery of waterproof flexible joint, manhole is poured into a mould with filler, can the utmost point apply the manhole structure who makes the tool manhole efficiently and combine with the flexibility of pipe.
Description of drawings
The manhole structure's of Fig. 1 example of the present invention skiagraph.
The manhole structure of Fig. 2 example of the present invention uses the oblique view of waterproof flexible joint.
Fig. 3 other routine manhole structure's of the present invention skiagraph.
The known manhole structure's of Fig. 4 skiagraph.
1,21,41 manhole structures
2,22,42 manholes
3,23,43 pipes
4,24 manhole structures use waterproof flexible joint
5, the cylindrical body of 25 rigidity
6,26 tubular flexible bodies
6a, 26a covering part
6b, 26b fixed part
6c, 26c linking part
7,27 blade of a sword portions
8,28 non-vulcanization butyl rubber (butyl rubber) layer
The tight ligament of 9 pipe sides
The tight ligament in 10 tubular sides
11,31 shafts retaining soil sleeve (casing)
29 tight ligaments
32 spaces
33a, 33b protect material
34 inner side template
44 outboard templates
45 inner side template
46 people's hole wall portion concrete
47 interfaces
Side face outside the 43a pipe
48 sand
49 minim gaps
The specific embodiment
Embodiments of the invention below are described in detail in detail
(1) manhole
In the present invention, water outside the manhole of the concrete system of putting at the manhole scene of can using, also can use made ready-made vertical manhole of group etc. in advance at the manhole of manufacturings such as factory.
Organize the occasion of vertical manhole, though with the cutting the hole and can form at the scene of pipe people's wall surface of the hole in succession, to be formed suitable at the thorough place of the qualitative control of factory.
The manhole that waters the concrete system of putting about scene of the present invention can make manhole pour in the template with filler at the scene of shaft etc. and be formed.
(2) pipe
Connect the pipe of a manhole and another manhole etc. about pipe of the present invention, with the Guan Wei representative of sewer pipe etc.This piping is advanced between two shafts at least and is laid with the propelling construction method.
(3) manhole filler
Tie up to filler about manhole of the present invention on-the-spot in order to constituting manhole, or with so that manhole structure's waterproof flexible joint is fixed to the hole face of cutting of the ready-made vertical manhole of group.
About the manhole filler, limited especially, can use concrete, cement mortar concrete etc., all material persons.This manhole filler, the periphery of cylindrical body and manhole cut occasion narrow between the face of hole the time, be to use non-shrinkage cement mortar, resin-bonded mortar, epoxy (epoxy) resin etc. for suitable.
In the present invention, at least advance with the propelling construction method between two vertical cores lay pipe after, in shaft, the concrete component that group is upright ready-made etc., joint is fixed on after the end of pipe, by the manhole filler, make the manhole structure be fixed in the hole face of cutting of the vertical manhole of group with the construction manhole again with waterproof flexible joint.
(4) manhole structure uses waterproof flexible joint
The cylindrical body and the tubular flexible body that possess rigidity about manhole structure of the present invention with waterproof flexible joint.
Use waterproof flexible joint about manhole structure of the present invention, the occasion of watering the concrete system of putting manhole for the scene before forming people's hole wall, is secured to the pipe that is laid with propelling construction method etc.
And, use waterproof flexible joint about manhole structure of the present invention, be the occasion of the vertical concrete system manhole of ready-made group, after forming people's hole wall, can be secured to the pipe that the propelling construction method is laid.This kind occasion increases the end that another pipe connects so far the pipe that is laid by the propelling construction method, and whereby, an end of another pipe can extend in manhole, and passes and cut the hole, and the manhole structure can insert cutting between hole and another pipe of people's hole wall with waterproof flexible joint.
(5) tubular flexible body
Be fixed in the periphery of Guan Yiduan about tubular flexible body of the present invention, have the periphery that covers Guan Yiduan covering part, be fixed in manhole fixed part with, link the linking part of covering part and fixed part.
The fixed part of tubular flexible body is fixed in the cylindrical body of rigidity.The cylindrical body that is fixed in of this fixed part is not that special restriction is arranged, and can adopt all fixing means.Though this fixing means can be considered connection etc., consider the occasion of durability or soundness, especially to use tight ligament (fasteningband) or to clamp band (tightening band) for suitable.
The linking part of tubular flexible body, formed space between the cylindrical body of rigidity and pipe as long as can absorb the elastic body of the displacement between manhole and the pipe, is not the restriction that is subjected to shape etc. especially, can use various shapes.
In the periphery of the present invention in the fixed part of the tubular flexible body that is secured to pipe, cast manhole filler is to form manhole.
And, in the periphery of the present invention in the fixed part of the tubular flexible body that is installed in pipe, cast manhole filler, but landfill cutting between hole face and the cylindrical body of formed manhole extremely in advance.
In the present invention, the fixed part and the covering part of tubular flexible body respectively are fixed in manhole and pipe.With this state, can make between manhole and the pipe keep certain between every.And, even manhole produces different displacements with pipe and when having given birth to position deviation, tubular flexible body can prevent the breakage at junction surface with efficient absorption displacement.
Can be formed by elastic body about tubular flexible body of the present invention.As long as this elastic body has the flexibility that can absorb the displacement between manhole and the pipe, limited especially, can use all materials of rubber etc.
This tubular flexible body can become the dual cylindrical portion with the shape of turning back.Each cylindrical portion of this tubular flexible body is used as the effect of covering part and fixed part, and each cylindrical portion can be linked by linking part.
At this tubular flexible body, establish the cylindrical body of rigidity in the inboard of outside cylindrical portion, can make the outside cylindrical shape not be folded to the inboard.
(6) cylindrical body of rigidity
Limited especially about rigid column of the present invention, can be had all materials, various shapes.Can use rigid pipe in the present invention.This rigidity piping with the corrosion resistance person of stainless steel etc. for suitable.
This cylindrical body guarantees to accommodate the space of the linking part of tubular flexible body between cylindrical body and pipe.Therefore, this cylindrical body not watered the pressure of putting concrete etc. distortion person for suitable.In the present invention, can use and manage the cylindrical body of same material.
(7) protection material
In the present invention is to prevent the inflow of manhole with filler, for forming the space of the linking part of accommodating tubular flexible body really, can use the protection material.
This protection material between cylindrical body and pipe, between the covering part of cylindrical body and tubular flexible body, or between manhole and the pipe, maintenance fixed interval.
This protection material for example can be located between the covering part of cylindrical body and tubular flexible body, or is between the linking part of the inner side template of manhole filler and tubular flexible body etc.
In the present invention, this protection material can be got and be removed after the cast manhole forms manhole with filler.
(8) blade of a sword (collar) portion
In the present invention,, can establish blade of a sword portion in the periphery of the fixed part of tubular flexible body.This blade of a sword portion manhole filler of nipping is beneficial to and makes fixed part be fixed in manhole.Has the effect that makes fixed part and manhole use the compactness of filler that promotes again.
The blade of a sword portion manhole filler of nipping as long as can be fixed in manhole with in the filler, there is no the restriction of material or shape.Distortion person is advisable with the pressure of filler not to be subjected to manhole in this blade of a sword portion.
This blade of a sword portion of the present invention with manhole with the contact surface of filler, can attach with manhole and connect sticking bonding material or the bonding material of pressure sensing type with filler.
It is bonding material that this bonding material can use with water-expansible rubber system bonding material or non-vulcanization butyl rubber, and hydroexpansivity sealing material etc. are that bonding material is advisable with non-vulcanization butyl.
Manhole structure according to the fixed part with this blade of a sword portion and its outside attaching bonding material or bonding material uses waterproof flexible joint, the blade of a sword portion that attaches bonding material or bonding material by the periphery that makes fixed part imbeds manhole with in the filler, the immersion water between manhole and cylindrical body can be interdicted, manhole leaking can be prevented fully with the interface of filler.
Now with reference to drawing, describe the present invention more again in detail.
Fig. 1 is the manhole structure's of an an example of the present invention skiagraph.Fig. 2 uses the oblique view of waterproof flexible joint for the manhole structure of one of the present invention example.Fig. 3 is other a routine manhole structure's of the present invention skiagraph.
As shown in Figures 1 and 2, manhole structure 1 uses waterproof flexible joint 4 for possessing manhole 2 with pipe 3 and manhole structure.
This manhole structure 1 of the present invention be pipe 3 periphery fixedly the manhole structure with waterproof flexible joint after, in the periphery of manhole structure, pour into a mould manhole and constructed with filler with waterproof flexible joint 4.
This manhole structure 2 uses waterproof flexible joint the periphery installing manhole structure of pipe 3.The manhole structure comprises the cylindrical body 5 and tubular flexible body 6 with rigidity with waterproof flexible joint 4.
Tubular flexible body 6 have the periphery that covers pipe 3 covering part 6a, be fixed in manhole 2 fixed part 6b with, link the linking part 6c of covering part 6a and fixed part 6b.
Covering part 6a is fixed in the periphery of pipe 3.In the periphery of fixed part 6b, cast manhole filler is to form manhole 2.
In the present invention, fixed part 6b can have blade of a sword portion 7 as shown in Figures 1 and 2.Blade of a sword portion 7 has row's vulcanization butyl rubber layer 8 on the surface.Blade of a sword portion 7 manhole 2 of nipping.
And in the present invention, covering part 6a uses the tight ligament 9 of pipe side as shown in Figures 1 and 2, is fixed in the periphery 3 of pipe, and fixed part 6b is fixed in rigid column 5 with the tight ligament 10 of rigid column side.
The manhole structure 1 of Fig. 1 constructor in addition in shaft can be the template of manhole usefulness filler with sleeve (casing) 11 usefulness with vertical core retaining soil.
Fig. 3 represents the manhole structure that other is routine.
Manhole structure 21 is except that end user's pore structure is used waterproof flexible joint 24, and is same generally with manhole structure 1.
The manhole structure comprises the cylindrical body 25 and tubular flexible body 26 of rigidity with waterproof flexible joint 24.
Covering part 26a, the fixed part 26b that be fixed in manhole 22 and the linking part 26c that covering part 26a and fixed part 26b linked of tubular flexible body 26 for having the periphery that covers pipe 23.
The covering part 26a of the inboard of tubular flexible shape 26 is with 29 to be fixed to pipe 23 with clamping.
Make protection material 33a, 33b pack between cylindrical body 25 and the covering part 26a, and use between the inner side template 34 and linking part 26c of filler between manhole.
Shaft retaining soil at outboard template is used between sleeve 31 and the inner side template 34, and the manhole filler of fluid concrete etc. is to form people's hole wall concrete.
At the manhole structure 21 of Fig. 3 fixed part 26b in the periphery of tubular flexible body 26, establish blade of a sword portion 27, install non-vulcanization butyl rubber or hydroexpansivity sealing material 28 on the surface of blade of a sword portion 27, it is sticking that blade of a sword portion and manhole are connect with filler, so that have sealing.
In the present invention, do not establish blade of a sword portion, install non-vulcanization butyl rubber or hydroexpansivity sealing material in the fixed part periphery of tubular flexible body or in the outside of rigid column, also can promote sealing.
The effect of invention
According to the present invention, but after the periphery of pipe makes the manhole structure fixing with the sealing flexible coupling, But in the outside of manhole structure with the sealing flexible coupling, by cast manhole filler, can letter Single construction manhole and pipe are with the manhole structure of soft combination.
Claims (6)
1. a manhole structure job practices is applicable to a manhole is connected with a pipe, it is characterized in that, comprising:
Make the operation of a manhole structure with waterproof flexible joint, this manhole structure comprises with waterproof flexible joint
The cylindrical body of one rigidity; With
One tubular flexible body, wherein this tubular flexible body has:
One covering part is fixed in the periphery of this pipe,
One fixed part is fixed in this manhole, and
One linking part, this cylindrical body inboard in the space between this cylindrical body and this pipe, and link this covering part and this fixed part,
Make this fixed part be fixed in a periphery of this rigid column, and make this linking part by the formed operation of an elastic body that can absorb the displacement between this manhole and this pipe;
Make this manhole structure be disposed at the operation of the periphery of this pipe in the shaft with waterproof flexible joint;
Make this covering part be fixed in the operation of the periphery of this pipe; And
The peripheral shape that makes a manhole be cast in this fixed part with filler becomes manhole structure's operation.
2. manhole structure's as claimed in claim 1 job practices is characterized in that, this manhole waters a manhole of the concrete system of putting for on-the-spot, and the manhole that the concrete system of putting is watered at this scene is formed at the scene of shaft manhole is poured in the template with filler.
3. manhole structure's as claimed in claim 1 job practices is characterized in that, this manhole is established one at the wall of this manhole and cut the hole face for to make one group of ready-made vertical manhole, makes this manhole pour into a mould the periphery of this fixed part with filler and this is cut between the face of hole.
4. as the job practices of the arbitrary described manhole structure in the claim 1 to 3, it is characterized in that this fixed part has a blade of a sword portion, this blade of a sword portion this manhole of nipping.
5. a manhole structure uses waterproof flexible joint, is applicable to make a manhole and advance the pipe that lays to be connected to construct into the manhole structure, it is characterized in that, comprising:
The cylindrical body of one rigidity; With
One tubular flexible body, wherein this tubular flexible body comprises:
One covering part covers the periphery of this pipe;
One fixed part is fixed in this manhole; And
One linking part, this cylindrical body inboard in the space between this cylindrical body and this pipe, and link this covering part and this fixed part,
This fixed part is fixed to a periphery of this rigid column, and this linking part is formed by absorbing one of displacement between this manhole and this pipe elastic body, this covering part is fixed in the periphery of this pipe, uses a manhole to be cast in the periphery of this fixed part and to form the manhole structure with filler.
6. a manhole structure comprises
One manhole;
One advances the pipe that lays; And
One manhole structure uses waterproof flexible joint, wherein
This manhole is to be connected with waterproof flexible joint by this manhole structure with this pipe, and this manhole structure uses waterproof flexible joint, comprising:
The cylindrical body of one rigidity with
One tubular flexible body, wherein this tubular flexible body comprises:
One covering part covers the periphery of this pipe;
One fixed part is fixed in this manhole; And
One linking part, this cylindrical body inboard in the space between this cylindrical body and this pipe, and link this covering part and this fixed part, this fixed part is fixed in this rigid column, and this connecting portion is formed by an elastic body that can absorb the displacement between this manhole and this pipe, wherein
This covering part is fixed in the periphery of this pipe, and a manhole is annotated periphery in this fixed part with filler.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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JP219369/2001 | 2001-07-19 | ||
JP2001219369 | 2001-07-19 |
Publications (2)
Publication Number | Publication Date |
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CN1473226A CN1473226A (en) | 2004-02-04 |
CN1207469C true CN1207469C (en) | 2005-06-22 |
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ID=19053382
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CNB028029518A Expired - Fee Related CN1207469C (en) | 2001-07-19 | 2002-07-16 | Manhole structure constructing method, manhole structure water-stop flexible joint and manhole structure |
Country Status (6)
Country | Link |
---|---|
US (1) | US20040208704A1 (en) |
JP (1) | JPWO2003008715A1 (en) |
CN (1) | CN1207469C (en) |
CA (1) | CA2427846A1 (en) |
TW (1) | TW562893B (en) |
WO (1) | WO2003008715A1 (en) |
Families Citing this family (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWM405458U (en) * | 2011-01-06 | 2011-06-11 | zhi-feng Xu | High efficiency waterproof coating joint for floor |
JP5796887B2 (en) * | 2011-05-31 | 2015-10-21 | 二幸削進工業株式会社 | Repair device for repairing joints between manhole side wall and pipe and repair method using the repair device |
JP5801677B2 (en) * | 2011-10-04 | 2015-10-28 | 早川ゴム株式会社 | Flexible joint for manhole and installation method thereof |
CN102733601B (en) * | 2012-06-30 | 2015-05-13 | 福州市第三建筑工程公司 | Non-plugging vertical pipe slab penetrating embedment piece and construction method thereof |
JP6144958B2 (en) * | 2013-04-30 | 2017-06-07 | 早川ゴム株式会社 | Flexible joint, flexible joint structure and assembly method of flexible joint |
JP6557529B2 (en) * | 2015-07-08 | 2019-08-07 | 西川ゴム工業株式会社 | Seismic structure at the connection between manhole side wall and pipe |
WO2017059176A1 (en) * | 2015-09-30 | 2017-04-06 | Specified Technologies Inc. | Self-adjusting firestopping sleeve apparatus |
CN108729533A (en) * | 2017-04-24 | 2018-11-02 | 五冶集团上海有限公司 | A kind of rainwater collection pool venthole concrete blinding and preparation method thereof |
CN107246027A (en) * | 2017-07-07 | 2017-10-13 | 张艳红 | The universal prefabricated assembled inspection shaft of displacement compensating type |
CN109058634B (en) * | 2018-09-25 | 2024-06-25 | 河北省农林科学院农业信息与经济研究所 | Novel bypass quick coupler |
JP7458278B2 (en) | 2020-09-23 | 2024-03-29 | Nok株式会社 | sealing device |
CN112922396B (en) * | 2021-01-28 | 2022-04-15 | 江苏盛泉环保科技发展有限公司 | Movable toilet convenient to install |
CN116928445A (en) * | 2023-09-15 | 2023-10-24 | 山西建筑工程集团有限公司 | Pipeline installation structure and construction method thereof |
Family Cites Families (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4103901A (en) * | 1976-12-27 | 1978-08-01 | A-Lok Corporation | Molded pleated gasket and device for installing same on pipe |
JP3354218B2 (en) * | 1993-08-02 | 2002-12-09 | 三菱樹脂株式会社 | Manhole fitting |
US5492656A (en) * | 1994-07-05 | 1996-02-20 | Tracy; Mark | Apparatus and method for manhole collar construction |
JP3566755B2 (en) * | 1994-08-02 | 2004-09-15 | 株式会社ハネックス | Pipe mounting structure in manhole |
CA2160211A1 (en) * | 1994-10-11 | 1996-04-12 | Martin C. Pettesch | Manhole |
JP3411457B2 (en) * | 1996-12-10 | 2003-06-03 | 株式会社信明産業 | Fitting cylinder device for repairing or expanding side holes in existing manholes |
JP3754161B2 (en) * | 1997-02-06 | 2006-03-08 | 株式会社ハネックス | Mounting structure for large-diameter pipes in manholes |
JP3210616B2 (en) * | 1997-12-03 | 2001-09-17 | 早川ゴム株式会社 | Joint structure, extended fixed band and pipe positioning device |
US6161985A (en) * | 1997-12-11 | 2000-12-19 | Vernon W. Hinkle | Manhole collar assembly |
JP3453065B2 (en) * | 1998-07-21 | 2003-10-06 | 早川ゴム株式会社 | Connection structure between manhole and ribbed tube |
JP3787033B2 (en) * | 1998-08-04 | 2006-06-21 | 早川ゴム株式会社 | Flexible joint structure and combination of flexible joint and waterproof substrate |
JP2000220160A (en) * | 1999-01-29 | 2000-08-08 | Oji Rubber Kasei Kk | Attaching structure of connection pipe to manhole bored hole, attaching method for connection pipe to manhole board hole, water stop boot expansion ring employed therein, and attaching jig for expansion ring |
AT410110B (en) * | 1999-04-23 | 2003-02-25 | Haar Egon Dipl Ing Dr | DILATION EQUALIZATION DEVICE FOR COMPENSATING RELATIVE HEIGHT SHIFTS BETWEEN A FLOOR AND A FRAME SHUTTER SHOCK AN INSTALLATION |
US6460860B2 (en) * | 2000-01-19 | 2002-10-08 | Norman W. Gavin | Pipe seal for cast concrete |
US6581940B2 (en) * | 2001-07-30 | 2003-06-24 | S&B Technical Products, Inc. | Concrete manhole connector gasket |
-
2002
- 2002-07-10 TW TW091115279A patent/TW562893B/en not_active IP Right Cessation
- 2002-07-16 JP JP2003515019A patent/JPWO2003008715A1/en active Pending
- 2002-07-16 US US10/399,900 patent/US20040208704A1/en not_active Abandoned
- 2002-07-16 CN CNB028029518A patent/CN1207469C/en not_active Expired - Fee Related
- 2002-07-16 WO PCT/JP2002/007226 patent/WO2003008715A1/en active Application Filing
- 2002-07-16 CA CA002427846A patent/CA2427846A1/en not_active Abandoned
Also Published As
Publication number | Publication date |
---|---|
JPWO2003008715A1 (en) | 2004-11-11 |
TW562893B (en) | 2003-11-21 |
CA2427846A1 (en) | 2003-01-30 |
US20040208704A1 (en) | 2004-10-21 |
WO2003008715A1 (en) | 2003-01-30 |
CN1473226A (en) | 2004-02-04 |
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