CN108131154A - A kind of TBM tunnel duct pieces behind beans gravel fills self-propelled hydraulic tipping arrangement - Google Patents
A kind of TBM tunnel duct pieces behind beans gravel fills self-propelled hydraulic tipping arrangement Download PDFInfo
- Publication number
- CN108131154A CN108131154A CN201810092439.XA CN201810092439A CN108131154A CN 108131154 A CN108131154 A CN 108131154A CN 201810092439 A CN201810092439 A CN 201810092439A CN 108131154 A CN108131154 A CN 108131154A
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- China
- Prior art keywords
- tbm
- beans gravel
- turnover bunker
- hydraulic
- equipment
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/08—Lining with building materials with preformed concrete slabs
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/40—Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries
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- 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
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
- E21D9/08—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield
- E21D9/087—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines
- E21D9/0873—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines the shield being provided with devices for lining the tunnel, e.g. shuttering
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
Description
技术领域technical field
本发明属于TBM隧道施工技术领域,具体涉及一种TBM隧道管片背后豆砾石充填自行式液压翻转设备。The invention belongs to the technical field of TBM tunnel construction, and in particular relates to a self-propelled hydraulic turning device for filling pea gravel behind a TBM tunnel segment.
背景技术Background technique
TBM隧道掘进施工中,在管片拼装后需及时向管片背后充填豆砾石并灌浆,以填充密实掘进段刀盘开挖面或空推段成型矿山法初期支护与管片背后之间的空隙。因管片背后空隙较大,特别是空推段,TBM掘进速度较快时,TBM机自带豆砾石充填设备的工作能力往往不能满足工艺需要。During TBM tunnel excavation construction, pea gravel and grouting should be filled to the back of the segment in time after the segments are assembled to fill the gap between the excavation face of the cutter head in the dense excavation section or the primary support of the empty push section forming mine method and the back of the segment. void. Due to the large gap behind the segment, especially in the empty push section, when the TBM excavation speed is fast, the working capacity of the pea gravel filling equipment of the TBM machine often cannot meet the process needs.
发明内容Contents of the invention
本发明提供一种TBM隧道管片背后豆砾石充填自行式液压翻转设备,以解决现有TBM拖车上填充设备吹填能力不足导致的上述缺陷。The invention provides a self-propelled hydraulic overturning device for pea gravel filling behind the TBM tunnel segment to solve the above-mentioned defects caused by insufficient blowing and filling capacity of the filling equipment on the existing TBM trailer.
本发明的技术方案是:一种TBM隧道管片背后豆砾石充填自行式液压翻转设备,包括储料斗、速凝料斗、控制箱、翻转料斗主油缸、翻转料斗、混凝土喷浆机、液压支腿、电机、轨轮组、轨道,所述混凝土喷浆机安装在储料斗下方,所述液压支腿和翻转料斗通过控制箱控制工作,翻转料斗可在翻转料斗主油缸作用下自动上料,液压支腿在设备行驶至预定位置后,可伸出支撑于场地上,起到稳固设备的作用,设备需要移动时液压支腿可收回。The technical solution of the present invention is: a self-propelled hydraulic turning equipment for bean gravel filling behind the TBM tunnel segment, including a storage hopper, a quick-setting hopper, a control box, a turning hopper main cylinder, a turning hopper, a concrete spraying machine, and hydraulic legs , motor, rail wheel set, track, the concrete shotcrete machine is installed under the storage hopper, the hydraulic support legs and the turning hopper are controlled by the control box, the turning hopper can be automatically loaded under the action of the main oil cylinder of the turning hopper, and the hydraulic pressure After the equipment travels to the predetermined position, the outriggers can be stretched out to support the site to stabilize the equipment, and the hydraulic outriggers can be retracted when the equipment needs to be moved.
方案进一步地,所述混凝土喷浆机的数目为2个。Further, the number of the concrete spraying machines is two.
方案进一步地,所述轨道设置在TBM空推导台上。In a further solution, the track is set on a TBM empty derivation platform.
本发明的优点是:本发明可设置在TBM设备前方空推段矿山法隧道的导台上,对管片背后或者空推段超挖区进行豆砾石充填作业,一定程度上弥补了TBM机自带豆砾石充填设备效率较低的问题,使TBM机的掘进速度不受豆砾石充填速度的制约,保证了TBM隧道的掘进效率,加快了施工进度,节约了项目施工成本。The advantage of the present invention is that: the present invention can be installed on the guide platform of the mine tunnel in the empty push section in front of the TBM equipment, and the bean gravel filling operation can be performed on the back of the segment or the over-excavation area of the empty push section, which compensates the TBM machine's self-sufficiency to a certain extent. The low efficiency of pea-gravel filling equipment makes the tunneling speed of the TBM machine not restricted by the pea-gravel filling speed, which ensures the tunneling efficiency of the TBM tunnel, speeds up the construction progress, and saves the construction cost of the project.
附图说明Description of drawings
图1是本发明的结构主视图。Fig. 1 is a structural front view of the present invention.
图2是本发明的结构俯视图。Fig. 2 is a top view of the structure of the present invention.
图3是本发明行驶示意图。Fig. 3 is the traveling schematic diagram of the present invention.
具体实施方式Detailed ways
下面结合附图对本发明做清楚完整的描述,以使本领域的技术人员在不需要作出创造性劳动的条件下,能够充分实施本发明。The present invention will be clearly and completely described below in conjunction with the accompanying drawings, so that those skilled in the art can fully implement the present invention without creative work.
本发明的具体实施方式:如图1、2、3所示,一种TBM隧道管片背后豆砾石充填自行式液压翻转设备,包括储料斗1、速凝料斗2、控制箱3、翻转料斗主油缸4、翻转料斗5、混凝土喷浆机6、液压支腿7、电机8、轨轮组9、轨道10,所述混凝土喷浆机6的数目为2个安装在储料斗1下方,所述液压支腿7和翻转料斗5通过控制箱3控制工作,翻转料斗5可在翻转料斗主油缸4作用下自动上料,液压支腿7在设备行驶至预定位置后,可伸出支撑于场地上,起到稳固设备的作用,设备需要移动时液压支腿7可收回,所述轨道10设置在TBM空推导台上。Specific embodiments of the present invention: as shown in Figures 1, 2, and 3, a self-propelled hydraulic turning equipment for pea gravel filling behind a TBM tunnel segment includes a storage hopper 1, a quick-setting hopper 2, a control box 3, and a main turning hopper. Oil cylinder 4, turning hopper 5, concrete spraying machine 6, hydraulic support leg 7, motor 8, rail wheel group 9, track 10, the number of described concrete spraying machine 6 is 2 and is installed below storage hopper 1, and described The hydraulic outrigger 7 and the turning hopper 5 are controlled by the control box 3. The turning hopper 5 can automatically load materials under the action of the main oil cylinder 4 of the turning hopper. The hydraulic outrigger 7 can be stretched out and supported on the field after the equipment travels to a predetermined position. , play the role of stabilizing the equipment, the hydraulic outrigger 7 can be retracted when the equipment needs to move, and the track 10 is set on the TBM empty derivation platform.
本发明的使用过程是:储料斗1内有一定容量的豆砾石,卸料车在竖井横通道或斜井处将豆砾石倒入翻转料斗5后,在电机8驱动下通过设置在轨道10上的轨轮组9设备自由前进或后退,当移动到预定位置后,液压支腿7伸出支撑于场地上,起到稳固设备的作用,储料斗1内豆砾石消耗完成后,翻转料斗5内的豆砾石可在翻转料斗主油缸4的作用下自动上料,继续进行充填,设备需要移动上料时,液压支腿7回收,设备在电机8作用下移动到竖井横通道或斜井处,继续进行上述操作。The application process of the present invention is: there is a certain capacity of bean gravel in the storage hopper 1, and after the unloading truck pours the bean gravel into the turning hopper 5 at the cross passage of the vertical shaft or the inclined shaft, it is driven by the motor 8 and passed on the track 10. The rail wheel set 9 equipment moves forward or backward freely. When it moves to a predetermined position, the hydraulic outrigger 7 stretches out to support the site and plays a role in stabilizing the equipment. The pea gravel can be automatically loaded under the action of the main oil cylinder 4 of the flip hopper, and the filling continues. When the equipment needs to be moved and loaded, the hydraulic outrigger 7 is recovered, and the equipment moves to the vertical shaft or the inclined shaft under the action of the motor 8. Proceed with the above.
以上对本发明的较佳实施例进行了描述,需要指出的是,本发明并不局限于上述特定实施方式,其中未尽详细描述的设备和结构应该理解为用本领域中的普通方式予以实施;任何熟悉本领域的技术人员,在不脱离本发明技术方案范围情况下,依据本发明的技术实质对以上实施例所做的任何简单修改、等同变化及修饰,均仍属于本发明技术方案保护的范围内。The preferred embodiments of the present invention have been described above, and it should be pointed out that the present invention is not limited to the above-mentioned specific embodiments, and the equipment and structures that are not described in detail should be understood as being implemented in a common way in the art; Any person familiar with the art, without departing from the scope of the technical solution of the present invention, any simple modifications, equivalent changes and modifications made to the above embodiments according to the technical essence of the present invention still belong to the protection of the technical solution of the present invention. within range.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810092439.XA CN108131154A (en) | 2018-01-31 | 2018-01-31 | A kind of TBM tunnel duct pieces behind beans gravel fills self-propelled hydraulic tipping arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810092439.XA CN108131154A (en) | 2018-01-31 | 2018-01-31 | A kind of TBM tunnel duct pieces behind beans gravel fills self-propelled hydraulic tipping arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108131154A true CN108131154A (en) | 2018-06-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810092439.XA Pending CN108131154A (en) | 2018-01-31 | 2018-01-31 | A kind of TBM tunnel duct pieces behind beans gravel fills self-propelled hydraulic tipping arrangement |
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| Country | Link |
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| CN (1) | CN108131154A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114718597A (en) * | 2022-03-29 | 2022-07-08 | 盾构及掘进技术国家重点实验室 | A method for improving the lumbar support force of a tunnel by in-situ utilization of rock ballast |
| US12000163B1 (en) * | 2023-07-24 | 2024-06-04 | Merlie Schwartz | Post setting system |
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|---|---|---|---|---|
| CA2185209A1 (en) * | 1995-01-30 | 1996-08-08 | Yvon Cloutier | Mobile concrete plant |
| JP2000257109A (en) * | 1999-03-11 | 2000-09-19 | Hitachi Constr Mach Co Ltd | Fluidization backfill method |
| CN102322081A (en) * | 2011-06-27 | 2012-01-18 | 句容泰博尔机械制造有限公司 | Dump truck with automatic loading/unloading function |
| CN102434182A (en) * | 2011-12-31 | 2012-05-02 | 山东科技大学 | Filling hydraulic bracket with automatic bag overturning mechanism |
| WO2015104878A1 (en) * | 2014-01-07 | 2015-07-16 | 日立建機株式会社 | Hybrid wheel loader |
| CN105649650A (en) * | 2014-12-03 | 2016-06-08 | 中铁十八局集团有限公司 | Back pea gravel blow filling grouting construction method for single-shield hard rock roadheader after installing TBM pipe piece |
| CN106761819A (en) * | 2016-12-30 | 2017-05-31 | 中铁工程装备集团有限公司 | A kind of tunnel duct piece quick-assembling equipment and its assembling method |
| CN208089303U (en) * | 2018-01-31 | 2018-11-13 | 中交二公局第三工程有限公司 | A kind of TBM tunnel duct pieces behind beans gravel fills self-propelled hydraulic tipping arrangement |
-
2018
- 2018-01-31 CN CN201810092439.XA patent/CN108131154A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2185209A1 (en) * | 1995-01-30 | 1996-08-08 | Yvon Cloutier | Mobile concrete plant |
| JP2000257109A (en) * | 1999-03-11 | 2000-09-19 | Hitachi Constr Mach Co Ltd | Fluidization backfill method |
| CN102322081A (en) * | 2011-06-27 | 2012-01-18 | 句容泰博尔机械制造有限公司 | Dump truck with automatic loading/unloading function |
| CN102434182A (en) * | 2011-12-31 | 2012-05-02 | 山东科技大学 | Filling hydraulic bracket with automatic bag overturning mechanism |
| WO2015104878A1 (en) * | 2014-01-07 | 2015-07-16 | 日立建機株式会社 | Hybrid wheel loader |
| CN105649650A (en) * | 2014-12-03 | 2016-06-08 | 中铁十八局集团有限公司 | Back pea gravel blow filling grouting construction method for single-shield hard rock roadheader after installing TBM pipe piece |
| CN106761819A (en) * | 2016-12-30 | 2017-05-31 | 中铁工程装备集团有限公司 | A kind of tunnel duct piece quick-assembling equipment and its assembling method |
| CN208089303U (en) * | 2018-01-31 | 2018-11-13 | 中交二公局第三工程有限公司 | A kind of TBM tunnel duct pieces behind beans gravel fills self-propelled hydraulic tipping arrangement |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114718597A (en) * | 2022-03-29 | 2022-07-08 | 盾构及掘进技术国家重点实验室 | A method for improving the lumbar support force of a tunnel by in-situ utilization of rock ballast |
| US12000163B1 (en) * | 2023-07-24 | 2024-06-04 | Merlie Schwartz | Post setting system |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Shi Jingfeng Inventor after: Zhang Xuan Inventor after: Jian Xiaochun Inventor after: Shi Xiaozheng Inventor after: Chen Peng Inventor before: Shi Jingfeng Inventor before: Zhang Xuan Inventor before: Jian Xiaochun Inventor before: Shi Xiaozheng Inventor before: Chen Peng |
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| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180608 |