CN105888677A - Underground pipe gallery construction device, combination and construction method - Google Patents
Underground pipe gallery construction device, combination and construction method Download PDFInfo
- Publication number
- CN105888677A CN105888677A CN201610302175.7A CN201610302175A CN105888677A CN 105888677 A CN105888677 A CN 105888677A CN 201610302175 A CN201610302175 A CN 201610302175A CN 105888677 A CN105888677 A CN 105888677A
- Authority
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- China
- Prior art keywords
- piping lane
- stirring
- head
- pipe gallery
- jacking
- Prior art date
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- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 47
- 238000000034 method Methods 0.000 claims abstract description 12
- 238000000926 separation method Methods 0.000 claims abstract description 12
- 238000003756 stirring Methods 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 4
- 239000010959 steel Substances 0.000 claims abstract description 4
- 239000002689 soil Substances 0.000 claims description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 238000009434 installation Methods 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 6
- 238000002347 injection Methods 0.000 claims description 4
- 239000007924 injection Substances 0.000 claims description 4
- 239000004927 clay Substances 0.000 claims description 2
- 239000011248 coating agent Substances 0.000 claims description 2
- 238000000576 coating method Methods 0.000 claims description 2
- 210000000481 breast Anatomy 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000476 body water Anatomy 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000004899 motility Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The invention discloses an underground pipe gallery construction device, a combination and a method. The device comprises a stirring head thruster arranged at one end of a prefabricated pipe gallery, multiple stirring heads fixedly mounted at the front end of the stirring head thruster, a pipe gallery jacking component arranged at the other end of the prefabricated pipe gallery and a jack connected with the pipe gallery jacking component, wherein the stirring head thruster and the stirring heads are arranged along the cross section of the prefabricated pipe gallery; and a separation anti-interference cover formed by steel plates is arranged around the outer side of the front end of the stirring head. The device has the advantages of cost reduction, fast construction and reliable quality.
Description
Technical field
The invention belongs to civil construction project field, relate to a kind of piping lane constructing device, assembly and method.
Background technology
At present in the construction of underground pipe gallery, two kinds of methods of general employing, the first is open cut construction, and the second is shield construction construction.The first cut and cover method not only needs to carry out pattern foundation pit supporting structure, but also needs to destroy road surface, suspend traffic, and the traffic for old town brings a lot of difficulty；The second shield method is commonly used in the deeper subway engineering in ground, for shallower away from ground, sectional area is relatively big, section form be square pipe gallery be not the suitableeest.
Summary of the invention
Technical problem:The present invention provides a kind of and reduces cost, speed of application soon, and the underground pipe gallery constructing device of reliable in quality provides a kind of underground pipe gallery construction assembly and construction method simultaneously.
Technical scheme:A kind of underground pipe gallery constructing device of the present invention, including being arranged on the stirring-head thruster of prefabricated piping lane one end, being fixedly mounted on multiple stirring-heads of described stirring-head thruster front end, be arranged on the piping lane top power parts of the prefabricated piping lane other end and be connected the jacking jack installed with described piping lane top power parts, described stirring-head thruster and stirring-head are arranged along the transverse section of prefabricated piping lane, and the outside surrounding of stirring-head front end is provided with the separation anti-interference cover surrounded with steel plate.
Further, in apparatus of the present invention, described stirring-head includes support, arranges power set on the bracket, thrust wheel, the chain that driven by described power set, stirrer gear head it is provided with outside described chain, inner side is connected installation with thrust wheel, described stirring-head propeller is the level jack being arranged on prefabricated piping lane end, and its front end is connected with stirring-head.
Further, in apparatus of the present invention, the top of described separation anti-interference cover is provided with detector, and described detector is changing sensor, pressure transducer or dip angle device.
Further, in apparatus of the present invention, the relaying servomotor of adjacent two prefabricated piping lanes before and after also including connecting, described relaying servomotor is constituted with horizontally disposed jack for main body, it is arranged on the top of follow-up prefabricated piping lane, and is connected with the tail end of above prefabricated piping lane.
Further, prefabricated piping lane cross section corresponding to apparatus of the present invention is square, circular or polygon, multiple stirring-heads are arranged by the section configuration of prefabricated piping lane front end, and are fixed on the angle of rake front end of stirring-head, and the angle of rake rear end of stirring-head is connected with prefabricated piping lane.
The underground pipe gallery construction assembly of the present invention, including prefabricated piping lane and above-mentioned underground pipe gallery constructing device, the two installation is combined into one.
The underground pipe gallery construction method of the present invention, comprises the following steps:
1) stirring-head propeller, stirring-head, separation anti-interference cover, detector are installed location, piping lane top power parts and prefabricated piping lane other end abutting joint along the transverse section of prefabricated piping lane jacking end；
2) start stirring-head and jacking jack, start jacking construction；
3) constantly new prefabricated piping lane is placed in construction station, and by jacking construction by its jacking to soil layer, until completing the jacking of an all component of station；
4) soil body in prefabricated piping lane is taken out, dismounting detector, separation anti-interference cover, stirring-head, stirring-head thruster and piping lane top power parts, complete piping lane construction.
Further, in the inventive method, described step 2) and 3) in, when the prefabricated piping lane of jacking, supplied water at stirring-head by water injection pipe so that the stirring soil body of member exterior and water mix and blend become mud or clay coating, when being provided with relaying servomotor, step 4) also includes dismounting relaying servomotor, and closes the room after teeming relaying servomotor is removed.
Further, in the inventive method, use two set piping lane constructing devices, at same active well jacking construction in the opposite direction, two overlap the back-to-back setting of jacking jack in piping lane constructing devices, or two set piping lane constructing devices share one group of jacking jack, thus counteract jacking counter-force.
The inventive method belongs to non-excavating construction category, it is as shield construction, without destroying road surface in the construction of piping lane, directly at underground construction piping lane, but it is different from again the construction of shield, the construction method of shield is: during piping lane is pushed ahead, assembled again or jacking piping lane after the soil body before piping lane is all excavated, and the method for the present invention is: during piping lane is pushed ahead, discharge after only soil body water filling stirring anterior in the range of piping lane section being become mud, jacking piping lane simultaneously, after piping lane jacking puts in place, excavate the soil body in the middle of piping lane again.
Beneficial effect:Compared with prior art, the invention have the advantages that
1, the present invention is non-excavating construction, thus without destroying road surface, affects traffic, and the road tool for old town, heavy traffic has an enormous advantage；
2, the present invention is prefabricated components, and compared with excavation cast-in-place method, prefabricated components quality is relatively reliable, and faster, owing to need not destroy road surface and recover road surface, therefore cost is lower, and investment more saves for speed of application；
3, having one to separate anti-interference cover and detector due to the present invention, in addition during construction, the soil body within piping lane does not takes out, and therefore goes for the construction of the piping lane shallower away from ground, and degree of safety is higher.
4, the stirring-head quantity that the present invention is anterior is that the size and shape according to piping lane section is assembled by multiple stirring-heads, has the biggest motility, goes for various compound section, and the construction of relatively big cross section piping lane.
Accompanying drawing explanation
Fig. 1 is that the underground pipe gallery constructing device of the present invention arranges schematic diagram.
Fig. 2 is the two set piping lane constructing devices of the present invention, at the schematic diagram of same active well jacking construction round about.
Fig. 3 is the stirring-head of the present invention and separates the schematic perspective view that anti-interference cover fits together.
Fig. 4 is the elevational schematic view that multiple stirring-heads of the present invention are assembled on the front end face of piping lane.
Fig. 5 is the 1-1 generalized section of Fig. 4.
Fig. 6 is the single stirring-head elevational schematic view of the present invention.
Figure has: stirring-head 1, stirring-head propeller 2, separation anti-interference cover 3, detector 4, relaying propeller 5, water injection pipe 6, support 11, power set 12, thrust wheel 13, chain 14, stirrer gear head 15.
Detailed description of the invention
Below in conjunction with Figure of description and embodiment to the present invention technical scheme be described in further details.
The underground pipe gallery constructing device of the present invention, corresponding piping lane cross section is square, circular or polygon, multiple stirring-heads 1 are arranged by the section configuration of prefabricated piping lane front end, and are fixed on the front end of stirring-head propeller 2, and the rear end of stirring-head propeller 2 is connected with prefabricated piping lane.A kind of embodiment of constructing device of the present invention includes: the stirring-head thruster 2 being arranged on prefabricated piping lane one end, the multiple stirring-heads 1 being fixedly mounted on described stirring-head thruster 2 front end, is arranged on the piping lane top power parts of the prefabricated piping lane other end and is connected the jacking jack installed with described piping lane top power parts, described stirring-head thruster 2 and stirring-head 1 are arranged along the transverse section of prefabricated piping lane, and the outside surrounding of stirring-head 1 front end is provided with the separation anti-interference cover 3 surrounded with steel plate.Stirring-head 1 includes support 11, the power set 12 being arranged on described support 11, thrust wheel 13, the chain 14 that driven by described power set 12, it is provided with stirrer gear head 15 outside described chain 14, inner side is connected installation with thrust wheel 13, described stirring-head propeller 2 is the level jack being arranged on prefabricated piping lane end, and its front end is connected with stirring-head 1.Stirring-head thruster 2 is as the structure of relaying servomotor 5, all include: stress connecting plate, the outer breast boards being connected with rear stress connecting plate and interior breast boards after jack, jack, stress connecting plate before jack, the outer breast boards being connected with front stress connecting plate and interior breast boards.The embodiment of the present invention is provided with detector 4 on the top separating anti-interference cover 3, and described detector 4 is changing sensor, pressure transducer or dip angle device.
In the preferred embodiment of apparatus of the present invention, the relaying servomotor 5 of adjacent two prefabricated piping lanes before and after also including connecting, described relaying servomotor 5 is constituted with horizontally disposed jack for main body, is arranged on the top of follow-up prefabricated piping lane, and is connected with the tail end of above prefabricated piping lane.
The piping lane construction assembly of the present invention, including prefabricated piping lane and above-mentioned underground pipe gallery constructing device, the two installation is combined into one.
The piping lane construction method of the present invention, comprises the following steps:
1) stirring-head propeller 2, stirring-head 1, separation anti-interference cover 3, detector 4 are installed location, piping lane piping lane top power parts and prefabricated piping lane other end abutting joint along the transverse section of prefabricated piping lane jacking end；
2) start stirring-head 1 and jacking jack, start jacking construction；
3) constantly new prefabricated piping lane is placed in construction station, and by jacking construction by its jacking to soil layer, until completing the jacking of an all component of station；
4) soil body in prefabricated piping lane is taken out by the rod member by auger bar or with folding scraper plate, and dismounting stirring-head 1 and piping lane top power parts complete piping lane construction.The soil body in prefabricated piping lane, can take out when each prefabricated piping lane jacking puts in place, it is also possible to disposably take out after all prefabricated piping lane jackings put in place.
The step 2 of work progress) and 3) in, when the prefabricated piping lane of jacking, supplied water at stirring-head 1 by water injection pipe 6, the stirring soil body making member exterior becomes mud with water mix and blend, when being provided with relaying servomotor 5, step 4) also includes dismounting relaying servomotor 5, and closes the room after teeming relaying servomotor 5 is removed.
In the preferred embodiment of construction method of the present invention, use two set piping lane constructing devices, at same active well jacking construction in the opposite direction, the back-to-back setting of jacking jack in two set piping lane constructing devices, or two set piping lane constructing devices share one group of jacking jack, thus counteract jacking counter-force.
Above-described embodiment is only the preferred embodiment of the present invention; it is noted that, for those skilled in the art; under the premise without departing from the principles of the invention; some improvement and equivalent can also be made; the claims in the present invention are improved and technical scheme after equivalent by these, each fall within protection scope of the present invention.
Claims (9)
1. a underground pipe gallery constructing device, it is characterized in that, this device includes being arranged on the stirring-head thruster (2) of prefabricated piping lane one end, the multiple stirring-heads (1) being fixedly mounted on described stirring-head thruster (2) front end, the piping lane top power parts that are arranged on the prefabricated piping lane other end are connected the jacking jack installed with described piping lane top power parts, described stirring-head thruster (2) and stirring-head (1) are arranged along the transverse section of prefabricated piping lane, and the outside surrounding of stirring-head (1) front end is provided with separation anti-interference cover (3) surrounded with steel plate.
Underground pipe gallery constructing device the most according to claim 1, it is characterized in that, described stirring-head (1) includes support (11), be arranged on described support (11) power set (12), thrust wheel (13), the chain (14) that driven by described power set (12), described chain (14) outside is provided with stirrer gear head (15), inner side is connected installation with thrust wheel (13), described stirring-head propeller (2) is the level jack being arranged on prefabricated piping lane end, and its front end is connected with stirring-head (1).
Underground pipe gallery constructing device the most according to claim 1, it is characterised in that the top of described separation anti-interference cover (3) is provided with detector (4), described detector (4) is changing sensor, pressure transducer or dip angle device.
4. according to the underground pipe gallery constructing device described in claim 1,2 or 3, it is characterized in that, this device also include connecting before and after the relaying servomotor (5) of adjacent two prefabricated piping lanes, described relaying servomotor (5) is constituted with horizontally disposed jack for main body, it is arranged on the top of follow-up prefabricated piping lane, and is connected with the tail end of above prefabricated piping lane.
5. according to the underground pipe gallery constructing device described in claim 1,2 or 3, it is characterized in that, the prefabricated piping lane cross section that this device is corresponding is square, circular or polygon, multiple stirring-heads (1) are arranged by the section configuration of prefabricated piping lane front end, and it being fixed on the front end of stirring-head propeller (2), the rear end of stirring-head propeller (2) is connected with prefabricated piping lane.
6. underground pipe gallery construction assembly, it is characterised in that this assembly include prefabricated piping lane and as described in claim 1,2,3,4 or 5 underground pipe gallery constructing device, the two installation is combined into one.
7. a underground pipe gallery construction method, it is characterised in that the method comprises the following steps:
1) stirring-head propeller (2), stirring-head (1), separation anti-interference cover (3), detector (4) are installed location, piping lane top power parts and prefabricated piping lane other end abutting joint along the transverse section of prefabricated piping lane jacking end；
2) start stirring-head (1) and jacking jack, start jacking construction；
3) constantly new prefabricated piping lane is placed in construction station, and by jacking construction by its jacking to soil layer, until completing the jacking of an all component of station；
4) soil body within prefabricated piping lane is taken out, dismounting detector (4), separation anti-interference cover (3), stirring-head (1), stirring-head thruster (2) and piping lane top power parts, complete piping lane construction.
Underground pipe gallery construction method the most according to claim 7, it is characterized in that, described step 2) and 3) in, when the prefabricated piping lane of jacking, supplied water to stirring-head (1) place by water injection pipe (6) so that the stirring soil body of member exterior and water mix and blend become mud or clay coating, when being provided with relaying servomotor (5), step 4) also includes dismounting relaying servomotor (5), and closes the room after teeming relaying servomotor (5) is removed.
9. according to the underground pipe gallery construction method described in claim 7 or 8, it is characterized in that, the method uses two set piping lane constructing devices, at same active well jacking construction in the opposite direction, the back-to-back setting of jacking jack in two set piping lane constructing devices, or two set piping lane constructing devices share one group of jacking jack, thus counteract jacking counter-force.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610302175.7A CN105888677A (en) | 2016-05-09 | 2016-05-09 | Underground pipe gallery construction device, combination and construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610302175.7A CN105888677A (en) | 2016-05-09 | 2016-05-09 | Underground pipe gallery construction device, combination and construction method |
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| CN105888677A true CN105888677A (en) | 2016-08-24 |
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| CN201610302175.7A Pending CN105888677A (en) | 2016-05-09 | 2016-05-09 | Underground pipe gallery construction device, combination and construction method |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522266A (en) * | 2016-11-11 | 2017-03-22 | 山东省呈祥电工电气有限公司 | Light high-strength anti-seepage anti-seismic pipe gallery and construction method |
| CN106593460A (en) * | 2017-01-18 | 2017-04-26 | 王燏斌 | Roof excavation driving device for underground building and construction method thereof |
| CN106640103A (en) * | 2017-01-18 | 2017-05-10 | 王燏斌 | Tunnel boring machine and construction method thereof |
| CN106761791A (en) * | 2017-01-18 | 2017-05-31 | 王燏斌 | A kind of rock tunnel(ling) machine and its construction method |
| CN107269288A (en) * | 2017-08-11 | 2017-10-20 | 曹丽召 | The non-explosion water mill of hard stone section push pipe bores two-way drilling construction method |
| CN107313781A (en) * | 2017-06-23 | 2017-11-03 | 山河智能装备股份有限公司 | A kind of superficial stratum piping lane one-shot forming development machine and driving method |
| CN107503759A (en) * | 2017-01-18 | 2017-12-22 | 王燏斌 | A kind of mole and its construction method for push bench process |
| CN108755750A (en) * | 2018-04-09 | 2018-11-06 | 成都利拓重工机械有限公司 | A kind of drag reduction method for the mobile supporting shield built for city pipe capsule |
| CN109610503A (en) * | 2018-06-14 | 2019-04-12 | 中煤建工集团有限公司 | A kind of prefabricated piping lane installation method |
| CN111395391A (en) * | 2020-04-13 | 2020-07-10 | 中国建筑一局(集团)有限公司 | Porous rectangular jacking pipe and light and shade cut connecting pipe gallery joint and construction method thereof |
| CN111810712A (en) * | 2020-07-17 | 2020-10-23 | 中铁十二局集团有限公司 | Push pipe starting construction method for bent pipeline |
| CN111963767A (en) * | 2020-08-24 | 2020-11-20 | 中国电建集团港航建设有限公司 | Pipe jacking construction method for complex geological conditions |
| CN114735971A (en) * | 2022-02-28 | 2022-07-12 | 中铁隧道局集团有限公司 | Composite paste and preparation and application thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522266A (en) * | 2016-11-11 | 2017-03-22 | 山东省呈祥电工电气有限公司 | Light high-strength anti-seepage anti-seismic pipe gallery and construction method |
| CN106761791B (en) * | 2017-01-18 | 2020-05-08 | 王燏斌 | Tunnel boring machine and construction method thereof |
| CN106593460A (en) * | 2017-01-18 | 2017-04-26 | 王燏斌 | Roof excavation driving device for underground building and construction method thereof |
| CN106640103A (en) * | 2017-01-18 | 2017-05-10 | 王燏斌 | Tunnel boring machine and construction method thereof |
| CN106761791A (en) * | 2017-01-18 | 2017-05-31 | 王燏斌 | A kind of rock tunnel(ling) machine and its construction method |
| CN107503759A (en) * | 2017-01-18 | 2017-12-22 | 王燏斌 | A kind of mole and its construction method for push bench process |
| CN107313781A (en) * | 2017-06-23 | 2017-11-03 | 山河智能装备股份有限公司 | A kind of superficial stratum piping lane one-shot forming development machine and driving method |
| CN107269288A (en) * | 2017-08-11 | 2017-10-20 | 曹丽召 | The non-explosion water mill of hard stone section push pipe bores two-way drilling construction method |
| CN108755750A (en) * | 2018-04-09 | 2018-11-06 | 成都利拓重工机械有限公司 | A kind of drag reduction method for the mobile supporting shield built for city pipe capsule |
| CN108755750B (en) * | 2018-04-09 | 2020-03-10 | 成都利拓重工机械有限公司 | Drag reduction method for movable support shield for building urban pipe gallery |
| CN109610503A (en) * | 2018-06-14 | 2019-04-12 | 中煤建工集团有限公司 | A kind of prefabricated piping lane installation method |
| CN111395391A (en) * | 2020-04-13 | 2020-07-10 | 中国建筑一局(集团)有限公司 | Porous rectangular jacking pipe and light and shade cut connecting pipe gallery joint and construction method thereof |
| CN111395391B (en) * | 2020-04-13 | 2021-11-09 | 中国建筑一局(集团)有限公司 | Construction method for multi-hole rectangular jacking pipe and light and dark excavation joint pipe gallery joint |
| CN111810712A (en) * | 2020-07-17 | 2020-10-23 | 中铁十二局集团有限公司 | Push pipe starting construction method for bent pipeline |
| CN111963767A (en) * | 2020-08-24 | 2020-11-20 | 中国电建集团港航建设有限公司 | Pipe jacking construction method for complex geological conditions |
| CN114735971A (en) * | 2022-02-28 | 2022-07-12 | 中铁隧道局集团有限公司 | Composite paste and preparation and application thereof |
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