CN105401604A - Reserved connecting port structure for underground pipe gallery and implementation method thereof - Google Patents
Reserved connecting port structure for underground pipe gallery and implementation method thereof Download PDFInfo
- Publication number
- CN105401604A CN105401604A CN201510805770.8A CN201510805770A CN105401604A CN 105401604 A CN105401604 A CN 105401604A CN 201510805770 A CN201510805770 A CN 201510805770A CN 105401604 A CN105401604 A CN 105401604A
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- Prior art keywords
- pipe gallery
- spare interface
- advance
- period
- interface
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Pipe Accessories (AREA)
Abstract
The invention provides a reserved connecting port structure for an underground pipe gallery and an implementation method thereof. A rubber waterstop belt is installed in a reserved pipe gallery connecting port implemented in the early period, and the exposed part of the rubber waterstop belt is packaged and protected through foam plastic boards. A sealing steel plate with steel ribs is fixed to a cantilever arranged on the reserved pipe gallery connecting port implemented in the early period through a fixing bolt system to serve as a soil block structure. During implementation in the later period, after the sealing steel plate with the steel ribs and the foam plastic boards are detached, a connecting port of a later-period pipe gallery is connected with the reserved connecting port of the early-period pipe gallery. The later-period pipe gallery and the pipe gallery built in the early period are connected smoothly, and safety and normal operation of the early-period pipe gallery are guaranteed on the aspects of water stopping and soil blocking. Meanwhile, influences and damages to the rubber waterstop belt implemented synchronously along with the pipe gallery built in the early period during implementation of the connecting port of the pipe gallery built in the later period are reduced, and the waterstop effect and service life of the rubber waterstop belt are guaranteed.
Description
Technical field
The present invention relates to a kind of application specific architecture of underground pipe gallery spare interface, specifically a kind of for underground pipe gallery spare interface structure and implementation method thereof.
Background technology
Along with the continuous progress of contemporary science and technology level; the functional requirement of human settlement environment in city, the existence of the objective problem such as energy scarcity and environmental and ecological mutual balance; the frontier of Jiu Cheng Culture preservation district and Urban New District integratively coordinated growth is expanded etc., all needs urban infrastructure to move towards the road of technological synthesis.The construction of pipe gallery has become the construction requirements that the trend of 21st century urban modernization construction and trend are also active response " first-class planning, first-class design, first-class construction, first-class quality ".
Pipe gallery is built-in is set to project of vital and lasting importance, needs construction progress coordinated planning, the time phasings such as, reorganization and expansion newly-built in conjunction with urban road.Therefore, there is intersection and connect in pipe gallery, especially built by separate periods connecting portion, needs to arrange spare interface on the pipe gallery implemented in advance each other, is connected smoothly so that the later stage implements pipe gallery with the piping lane implemented in advance.Because pipe gallery is all arranged at below ground about 3 ~ 6m, the connecting interface of piping lane is often positioned at below groundwater table, and therefore interface must arrange rubber fastening band as measures of preventing water.If thinking routinely, adopt steel concrete to be encapsulated by rubber fastening band, then, when later stage pipe gallery interface is implemented, must cut, cut this encapsulating concrete, very easily cause the destruction of rubber fastening band, fracture, and then affect its stagnant water effect and service life.
Therefore, the protection of rubber fastening band exposed parts, the gear soil of spare interface become the pipe gallery safety that puzzlement is built in advance and the key link normally run.
Summary of the invention
The object of the present invention is to provide a kind of spare interface structure for underground pipe gallery and implementation method thereof, can meet and at a specified future date build pipe gallery and build the smooth of pipe gallery in advance and be connected, more from the angle of sealing, gear soil, can guarantee to implement in advance the safety of pipe gallery and normally run; Meanwhile, the later stage can also be reduced and to build when pipe gallery interface is implemented with the impact of rubber fastening band and the destruction of building pipe gallery synchronization implementation in advance, guarantee stagnant water effect and the service life of rubber fastening band.
In order to achieve the above object, a technical scheme of the present invention is to provide a kind of spare interface structure for pipe gallery, and it comprises:
Implement pipe gallery spare interface in advance;
Rubber fastening band, it is installed on implements in pipe gallery spare interface in advance;
With the sealing steel plate of steel rib, it is fixed on the semi girder that enforcement pipe gallery spare interface is arranged in advance by set bolt system.
Alternatively, the exposed parts of described rubber fastening band is by plastic foamboard encapsulating protection.
Alternatively, by pipe gallery interface at a specified future date, be connected with the spare interface of pipe gallery in advance after removing the sealing steel plate of described band steel rib and plastic foamboard.
Alternatively, described rubber fastening band is positioned at the interface position of pipe gallery spare interface and pipe gallery interface at a specified future date in advance.
Alternatively, described spare interface vibrational power flow is at underground pipe gallery.
Another technical scheme of the present invention is to provide a kind of implementation method of the spare interface structure for pipe gallery, rubber fastening band is installed on and implements in pipe gallery spare interface in advance, the exposed parts of described rubber fastening band is protected by plastic foamboard encapsulating;
The sealing steel plate of band steel rib is fixed on by set bolt system on the semi girder implementing the setting of pipe gallery spare interface in advance as soil-baffling structure;
At a specified future date when implementing, after the sealing steel plate removing described band steel rib and plastic foamboard, described pipe gallery interface at a specified future date is connected with pipe gallery spare interface in advance.
From above disclosed technical scheme, compared with prior art, beneficial effect of the present invention is as follows:
Pipe gallery spare interface of implementing in advance of the present invention is by being fixed on the sealing steel plate of the band steel rib on semi girder as soil-baffling structure, guarantee safety and the normal operation of implementing pipe gallery spare interface in advance, avoid implementing in advance in pipe gallery spare interface, to occur that water and soil flows into phenomenon; Utilize the sealing steel plate being with steel rib and plastic foamboard as safeguard measure simultaneously; guarantee the safety with the rubber fastening band exposed parts of pipe gallery spare interface synchronized construction in advance and application life; and reduce pipe gallery interface at a specified future date enforcement difficulty; destruction to rubber fastening band when avoiding pipe gallery interface at a specified future date to implement; guarantee general safety and the normal operation of pipe gallery; there are good social effect and economic benefits; the today greatly develop at Urban Underground pipe gallery, advanced, boundless application prospect will be had.
Accompanying drawing explanation
Fig. 1 be one embodiment of the invention for underground pipe gallery spare interface structural plan schematic diagram.
Fig. 2 be one embodiment of the invention for underground pipe gallery spare interface structural profile schematic diagram.
Fig. 3 is the sealing steel plate schematic diagram of the band steel rib for underground pipe gallery spare interface structure of one embodiment of the invention.
Detailed description of the invention
What propose the present invention below in conjunction with the drawings and specific embodiments is described in further detail for pipe gallery spare interface structure.According to the following describes and claims, advantages and features of the invention will be clearer.It should be noted that, accompanying drawing all adopts the form that simplifies very much and all uses non-ratio accurately, only in order to object that is convenient, the aid illustration embodiment of the present invention lucidly.
Refer to Fig. 1 to Fig. 3, present embodiment discloses a kind of spare interface structure for pipe gallery, comprise: implement pipe gallery spare interface 1 in advance, the later stage implements pipe gallery interface 2, shown in sealing steel plate 5(Fig. 3 of rubber fastening band 3, set bolt system 4, band steel rib), plastic foamboard 6, semi girder 7, these component combinations are shaping.
Wherein, described rubber fastening band 3 is installed on and implements in pipe gallery spare interface 1 in advance; Described rubber fastening band 3 exposed parts encapsulates protection by plastic foamboard 6; The described spare interface of pipe gallery in advance 1 sets up semi girder 7; The sealing steel plate 5 of described band steel rib is fixed on semi girder 7 by set bolt system 4.At a specified future date when implementing, under the dismounting sealing steel plate 5 of described band steel rib and the condition of plastic foamboard 6, described pipe gallery interface 2 at a specified future date is connected smoothly with pipe gallery spare interface 1 in advance, and the rubber fastening band 3 be retained is positioned at interface position between the two.
Rubber fastening band 3 described in the present invention, with implementing pipe gallery spare interface 1 synchronization implementation in advance, to realize the stagnant water effect implementing pipe gallery interface 2 with long term, guarantees pipe gallery overall safety and normal operation.Described pipe gallery spare interface 1, rubber fastening band 3, the plastic foamboard 6 implemented in advance all realizes, with the isolation of outside water and soil, guaranteeing safety and the normal operation of implementing pipe gallery spare interface in advance by the sealing steel plate 5 of band steel rib.Of the present invention for underground pipe gallery spare interface structure, the position of any needs of underground pipe gallery can be arranged at, without under Road or sidewalk, greenbelt etc. all applicable.
Although content of the present invention has done detailed introduction by above preferred embodiment, will be appreciated that above-mentioned description should not be considered to limitation of the present invention.After those skilled in the art have read foregoing, for multiple amendment of the present invention and substitute will be all apparent.Therefore, protection scope of the present invention should be limited to the appended claims.
Claims (6)
1., for a spare interface structure for pipe gallery, it is characterized in that, comprise:
Implement pipe gallery spare interface (1) in advance;
Rubber fastening band (3), it is installed on implements in pipe gallery spare interface (1) in advance;
With the sealing steel plate (5) of steel rib, it is fixed on the semi girder (7) that enforcement pipe gallery spare interface (1) is arranged in advance by set bolt system 4.
2., as claimed in claim 1 for the spare interface structure of pipe gallery, it is characterized in that,
The exposed parts of described rubber fastening band (3) is by plastic foamboard (6) encapsulating protection.
3., as claimed in claim 2 for the spare interface structure of pipe gallery, it is characterized in that,
By pipe gallery interface (2) at a specified future date, be connected with the spare interface of pipe gallery in advance (1) after removing the sealing steel plate (5) of described band steel rib and plastic foamboard (6).
4., as claimed in claim 3 for the spare interface structure of pipe gallery, it is characterized in that,
Described rubber fastening band (3) is positioned at the interface position of pipe gallery spare interface (1) and pipe gallery interface (2) at a specified future date in advance.
5. as the spare interface structure for pipe gallery as described in any one in claim 1 ~ 4, it is characterized in that, described spare interface vibrational power flow is at underground pipe gallery.
6., for an implementation method for the spare interface structure of pipe gallery, it is characterized in that,
Rubber fastening band (3) is installed on and implements in pipe gallery spare interface (1) in advance, the exposed parts of described rubber fastening band (3) is protected by plastic foamboard (6) encapsulating;
The sealing steel plate (5) of band steel rib is fixed on by set bolt system 4 and implements in advance on semi girder (7) that pipe gallery spare interface (1) arranges as soil-baffling structure;
At a specified future date when implementing, after the sealing steel plate (5) removing described band steel rib and plastic foamboard (6), described pipe gallery interface (2) at a specified future date is connected with pipe gallery spare interface (1) in advance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510805770.8A CN105401604A (en) | 2015-11-20 | 2015-11-20 | Reserved connecting port structure for underground pipe gallery and implementation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510805770.8A CN105401604A (en) | 2015-11-20 | 2015-11-20 | Reserved connecting port structure for underground pipe gallery and implementation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105401604A true CN105401604A (en) | 2016-03-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510805770.8A Pending CN105401604A (en) | 2015-11-20 | 2015-11-20 | Reserved connecting port structure for underground pipe gallery and implementation method thereof |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059926A (en) * | 2017-06-02 | 2017-08-18 | 上海市政工程设计研究总院（集团）有限公司 | A kind of pipe gallery temporary plugging wall construction method |
| CN107190778A (en) * | 2017-06-02 | 2017-09-22 | 上海市政工程设计研究总院（集团）有限公司 | A kind of extensible end well of pipe gallery and its construction method |
| CN107447792A (en) * | 2017-08-07 | 2017-12-08 | 深圳市建筑设计研究总院有限公司 | The waterproof connecting structure and its construction method of underground reserved passageway mouth |
| CN107558501A (en) * | 2017-07-26 | 2018-01-09 | 上海市政工程设计研究总院（集团）有限公司 | A kind of underpass spare interface construction method excavated from the later stage |
| CN107604952A (en) * | 2017-07-26 | 2018-01-19 | 上海市政工程设计研究总院（集团）有限公司 | A kind of underpass spare interface construction excavated from the later stage |
| CN110952592A (en) * | 2019-10-30 | 2020-04-03 | 上海市政工程设计研究总院（集团）有限公司 | Pipe gallery long-term reserved seal head device and method |
| CN112359876A (en) * | 2020-12-25 | 2021-02-12 | 中铁上海设计院集团有限公司 | Construction method for underground structure main body and auxiliary interface |
| CN112942426A (en) * | 2021-03-30 | 2021-06-11 | 中冶京诚工程技术有限公司 | Temporary plugging structure and plugging method for comprehensive pipe gallery |
| CN113235653A (en) * | 2021-06-01 | 2021-08-10 | 郑州市市政工程勘测设计研究院 | Temporary waterproof plugging wall structure at pipe gallery expansion joint and manufacturing method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3758650A (en) * | 1969-01-22 | 1973-09-11 | J Hurst | Nal waterstop for use in forming joints in concrete method of sealing shuttering against a deformable section of an exter |
| CN101225667A (en) * | 2008-02-02 | 2008-07-23 | 宁波建工集团有限公司 | Design of settlement joint provided inside underground continuous wall and construction method thereof |
| CN101736749A (en) * | 2008-11-06 | 2010-06-16 | 上海市城市建设设计研究院 | Method for constructing soft soil foundation continuous caisson |
| CN205475350U (en) * | 2015-11-20 | 2016-08-17 | 上海市政工程设计研究总院（集团）有限公司 | A reserved interface structure for utility tunnel |
-
2015
- 2015-11-20 CN CN201510805770.8A patent/CN105401604A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3758650A (en) * | 1969-01-22 | 1973-09-11 | J Hurst | Nal waterstop for use in forming joints in concrete method of sealing shuttering against a deformable section of an exter |
| CN101225667A (en) * | 2008-02-02 | 2008-07-23 | 宁波建工集团有限公司 | Design of settlement joint provided inside underground continuous wall and construction method thereof |
| CN101736749A (en) * | 2008-11-06 | 2010-06-16 | 上海市城市建设设计研究院 | Method for constructing soft soil foundation continuous caisson |
| CN205475350U (en) * | 2015-11-20 | 2016-08-17 | 上海市政工程设计研究总院（集团）有限公司 | A reserved interface structure for utility tunnel |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059926A (en) * | 2017-06-02 | 2017-08-18 | 上海市政工程设计研究总院（集团）有限公司 | A kind of pipe gallery temporary plugging wall construction method |
| CN107190778A (en) * | 2017-06-02 | 2017-09-22 | 上海市政工程设计研究总院（集团）有限公司 | A kind of extensible end well of pipe gallery and its construction method |
| CN107558501A (en) * | 2017-07-26 | 2018-01-09 | 上海市政工程设计研究总院（集团）有限公司 | A kind of underpass spare interface construction method excavated from the later stage |
| CN107604952A (en) * | 2017-07-26 | 2018-01-19 | 上海市政工程设计研究总院（集团）有限公司 | A kind of underpass spare interface construction excavated from the later stage |
| CN107447792A (en) * | 2017-08-07 | 2017-12-08 | 深圳市建筑设计研究总院有限公司 | The waterproof connecting structure and its construction method of underground reserved passageway mouth |
| CN110952592A (en) * | 2019-10-30 | 2020-04-03 | 上海市政工程设计研究总院（集团）有限公司 | Pipe gallery long-term reserved seal head device and method |
| CN112359876A (en) * | 2020-12-25 | 2021-02-12 | 中铁上海设计院集团有限公司 | Construction method for underground structure main body and auxiliary interface |
| CN112942426A (en) * | 2021-03-30 | 2021-06-11 | 中冶京诚工程技术有限公司 | Temporary plugging structure and plugging method for comprehensive pipe gallery |
| CN113235653A (en) * | 2021-06-01 | 2021-08-10 | 郑州市市政工程勘测设计研究院 | Temporary waterproof plugging wall structure at pipe gallery expansion joint and manufacturing method |
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