CN201129184Y - One-way step-back grouting device with small conduit outer valve - Google Patents

One-way step-back grouting device with small conduit outer valve Download PDF

Info

Publication number
CN201129184Y
CN201129184Y CNU2007201911680U CN200720191168U CN201129184Y CN 201129184 Y CN201129184 Y CN 201129184Y CN U2007201911680 U CNU2007201911680 U CN U2007201911680U CN 200720191168 U CN200720191168 U CN 200720191168U CN 201129184 Y CN201129184 Y CN 201129184Y
Authority
CN
China
Prior art keywords
pipe
grouting
small conduit
washer
core
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CNU2007201911680U
Other languages
Chinese (zh)
Inventor
张民庆
李治国
卓越
丁锐
南琛
洪开荣
张文强
曹正喜
付仲润
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Technology Research of China Railway Tunnel Group Co Ltd
Original Assignee
China Railway Tunnel Group Co Ltd CRTG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Railway Tunnel Group Co Ltd CRTG filed Critical China Railway Tunnel Group Co Ltd CRTG
Priority to CNU2007201911680U priority Critical patent/CN201129184Y/en
Application granted granted Critical
Publication of CN201129184Y publication Critical patent/CN201129184Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

本实用新型属于隧道和地下工程软弱围岩超前注浆加固和堵水技术。提出的小导管外阀单向式分段后退注浆装置主要由注浆泵、进浆管(1)和芯管(4)、小导管(9)构成,小导管(9)前端为尖锥状且为封闭结构,在小导管(9)壁上具有多个溢浆孔(11),在溢浆孔(11)位置的管外壁上具有凹槽且在凹槽内粘贴有金属片(10);芯管(4)位于小导管(9)内其前端具有螺纹联接的固定螺母(16),设置有垫圈(13)并在垫圈(13)与固定螺母(16)之间套置橡胶止浆塞(14),芯管(4)后段为螺纹结构且联接有顶紧螺母(5),在顶紧螺母(5)与垫圈(13)之间套置有顶管(12);芯管(4)后端通过进浆管(1)与注浆泵连通。本实用新型可满足分段后退注浆的需要。

Figure 200720191168

The utility model belongs to the advance grouting reinforcement and water blocking technology for weak surrounding rocks of tunnels and underground engineering. The proposed one-way step-back grouting device with external valve in the small conduit is mainly composed of a grouting pump, a grouting pipe (1), a core pipe (4), and a small conduit (9). The front end of the small conduit (9) is a sharp cone shape and a closed structure, there are multiple overflow holes (11) on the wall of the small conduit (9), there is a groove on the outer wall of the pipe at the position of the overflow hole (11), and a metal sheet (10) is pasted in the groove ); the core tube (4) is located in the small conduit (9) and its front end has a threaded fixing nut (16), and a washer (13) is provided and a rubber stopper is sleeved between the washer (13) and the fixing nut (16) The slurry plug (14), the rear section of the core pipe (4) is a threaded structure and is connected with a top nut (5), and a top pipe (12) is sleeved between the top nut (5) and the washer (13); the core The rear end of the pipe (4) communicates with the grouting pump through the grout inlet pipe (1). The utility model can meet the needs of step-back grouting.

Figure 200720191168

Description

小导管外阀单向式分段后退注浆装置 One-way step-back grouting device with small conduit outer valve

技术领域technical field

本实用新型属于隧道和地下工程软弱围岩超前注浆加固和堵水技术,主要提出一种小导管外阀单向式分段后退注浆装置。The utility model belongs to the advanced grouting reinforcement and water blocking technology for weak surrounding rocks of tunnels and underground engineering, and mainly proposes a one-way segmental retreat grouting device with a small conduit outer valve.

背景技术Background technique

在软弱含水地层中进行隧道和地下工程施工,最容易出现的问题是围岩大变形和坍塌以及开挖面涌水、突泥,危及人员、设备安全,造成伤亡事故,严重时引起地表坍塌,植被破坏,影响居民正常生活,对地面环境造成破坏。为了保证施工安全,目前国内外常用的地层加固和堵水方法为注浆法,注浆法就是通过一定的压力把一定量的胶凝性材料注入岩层或土体,使其在岩层裂缝或土体空隙中流动、扩散、充填、固结,形成有一定强度和低透水性的胶结体,加固地层,封堵地下水,从而提高围岩的自稳定时间,为支护结构的施作创造条件。小导管注浆法为其中的主要方法之一。但现在的小导管注浆法通常采用全孔一次性注浆,无法根据需要进行分段注浆;所采用的小导管为钢花管结构,在顶入过程中,泥砂容易沿管子上的孔眼进入钢管,堵塞管子,造成注浆效果不好或注不进浆。In the construction of tunnels and underground projects in weak water-bearing strata, the most likely problems are large deformation and collapse of the surrounding rock, water gushing and mud inrush at the excavation surface, endangering the safety of personnel and equipment, causing casualties, and in severe cases, causing surface collapse and vegetation damage. Destruction affects the normal life of residents and causes damage to the ground environment. In order to ensure construction safety, the currently commonly used ground reinforcement and water blocking method at home and abroad is the grouting method. The grouting method is to inject a certain amount of cementitious material into the rock formation or soil mass under a certain pressure to make it in the cracks of the rock formation or the soil. It flows, diffuses, fills, and consolidates in the voids of the body, forming a cemented body with a certain strength and low water permeability, which strengthens the formation and seals off groundwater, thereby increasing the self-stabilization time of the surrounding rock and creating conditions for the construction of the support structure. Small catheter grouting method is one of the main methods. However, the current small conduit grouting method usually uses the whole hole for one-time grouting, which cannot be grouted in sections according to the needs; the small conduit used is a steel flower tube structure, and during the jacking process, mud and sand are easy to enter along the holes on the pipe If the steel pipe is blocked, the grouting effect is not good or the grouting cannot be injected.

发明内容Contents of the invention

本实用新型的目的即是提出一种小导管外阀单向式分段后退注浆装置,使其可满足分段后退注浆的需要。The purpose of this utility model is to propose a one-way segmental retreat grouting device with a small conduit outer valve, so that it can meet the needs of segmental retreat grouting.

本实用新型完成其发明任务所采取的技术方案是:其主要由注浆泵、进浆管和芯管、小导管构成,小导管前端为尖锥状且为封闭结构,在小导管壁上具有多个溢浆孔,在溢浆孔位置的管外壁上具有凹槽且在凹槽内粘贴有金属片,起到封孔和单向阀门的作用;芯管位于小导管内其前端具有螺纹联接的固定螺母,设置有垫圈并在垫圈与固定螺母之间套置橡胶止浆塞,芯管后段为螺纹结构且联接有顶紧螺母,在顶紧螺母与垫圈之间套置有顶管,由此旋动顶紧螺母使其沿芯管向前移动,即可使顶管向前顶紧垫圈使止浆塞受压膨胀封闭芯管与小导管内壁之间的空隙,阻止浆液通过;芯管后端通过进浆管与注浆泵连通。The technical scheme adopted by the utility model to complete its inventive task is: it is mainly composed of a grouting pump, a grout inlet pipe, a core pipe, and a small conduit. A plurality of overflow holes, there is a groove on the outer wall of the pipe at the position of the overflow hole, and a metal sheet is pasted in the groove, which plays the role of sealing the hole and a one-way valve; the core pipe is located in the small conduit, and its front end has a threaded connection The fixed nut is provided with a washer and a rubber stopper is set between the washer and the fixed nut. The rear section of the core pipe is a threaded structure and is connected with a jacking nut. A jacking pipe is set between the jacking nut and the washer. Therefore, turn the tightening nut to move forward along the core tube, so that the jacking tube can be pressed forward against the washer so that the stopper is compressed and expands to close the gap between the core tube and the inner wall of the small conduit, preventing the slurry from passing through; The back end of the pipe communicates with the grouting pump through the grouting pipe.

本实用新型注浆工作过程为:采用风钻钻孔至设计孔深,退出钻杆,将小导管装入钻孔内用速凝水泥将管口外壁和钻孔内壁之间的空隙封住,将芯管(套置有顶管)进入小导管内到设计位置,芯管后端与进浆管、注浆泵连通,旋动顶紧螺母使其沿芯管向前移动,使顶管向前顶紧垫圈使止浆塞受压膨胀向上顶紧小导管内壁,封闭芯管与小导管内壁之间的间隙,注浆时浆液从芯管前端口流出,进入小导管与芯管之间;由于橡胶止浆塞的阻挡,浆液将小导管溢浆孔处的金属片冲开,由溢流孔进入地层;完成该段注浆。停止注浆向后旋动顶紧螺母使橡胶止浆塞恢复原状,向后拉动芯管到下一段注浆位置,使止浆塞再次受挤压将小导管与芯管之间间隙封闭,进行该段注浆操作,如此反复后退分段注浆直到该孔注浆结束,退出芯管进行下一孔注浆施工。The grouting process of the utility model is as follows: use a pneumatic drill to drill the hole to the designed hole depth, withdraw the drill pipe, put the small conduit into the drill hole, seal the gap between the outer wall of the nozzle and the inner wall of the drill hole with quick-setting cement, and The core tube (covered with a jacking tube) enters the small conduit to the design position, the rear end of the core tube is connected with the grouting pipe and the grouting pump, and the jacking nut is turned to move forward along the core tube, so that the jacking tube moves forward Tighten the washer so that the grout plug expands under pressure and tightens the inner wall of the small conduit upwards, closing the gap between the core pipe and the inner wall of the small conduit. During grouting, the grout flows out from the front port of the core pipe and enters between the small conduit and the core pipe; Blocked by the rubber grout stopper, the grout flushes away the metal sheet at the grout overflow hole of the small conduit, and enters the formation through the overflow hole; complete the grouting of this section. Stop the grouting and turn the jacking nut back to restore the rubber grout stopper to its original shape, pull the core tube back to the next grouting position, make the grout stopper squeezed again to close the gap between the small conduit and the core tube, and carry out This section of grouting operation, so repeatedly step back and segment grouting until the end of the hole grouting, exit the core pipe for the next hole grouting construction.

采用本实用新型装置可实现分段注浆,使浆液扩散比较均匀,注浆质量容易得到保证,其结构设计较为简单合理,易于施工操作。Adopting the device of the utility model can realize segmented grouting, so that the grout can spread relatively evenly, and the quality of grouting can be easily guaranteed. The structural design is relatively simple and reasonable, and the construction operation is easy.

附图说明Description of drawings

图1为本实用新型结构示意图。Fig. 1 is the structural representation of the utility model.

图中,1、进浆管,2、进浆阀,3、泄压阀,4、芯管,5、顶紧螺母,6、手柄,7、垫圈,8、管箍,9、小导管,10、金属片,11、溢浆孔,12、顶管,13、垫圈,14、橡胶止浆塞,15、垫圈,16、固定螺母。In the figure, 1. Slurry inlet pipe, 2. Slurry inlet valve, 3. Pressure relief valve, 4. Core pipe, 5. Jack nut, 6. Handle, 7. Washer, 8. Pipe collar, 9. Small conduit, 10, sheet metal, 11, overflow hole, 12, pipe jacking, 13, washer, 14, rubber stopper, 15, washer, 16, fixed nut.

具体实施方式Detailed ways

结合附图对本实用新型实施例加以说明:The utility model embodiment is described in conjunction with accompanying drawing:

如图1所示,本实用新型主要由注浆泵、进浆管1和芯管4、小导管9构成;其中注浆泵图中未给予显示。小导管9前端为尖锥状且为封闭结构,在小导管壁上具有多个溢浆孔11,在溢浆孔位置的管外壁上具有多个凹槽且在凹槽内粘贴有金属片10,芯管4位于小导管9内其前端具有螺纹联接的固定螺母16,管子上设置有垫圈13并在垫圈13与固定螺母16之间套置有橡胶止浆塞14,芯管4后段为螺纹结构且联接有顶紧螺母5,在顶紧螺母5与垫圈13之间套置有顶管12,顶紧螺母5具有手柄6,用以方便顶紧螺母5的转动。芯管4通过进浆管1与注浆泵连通并在进浆管路上设置有进浆阀2和泄压阀3。As shown in Figure 1, the utility model is mainly composed of a grouting pump, a grouting pipe 1, a core pipe 4, and a small conduit 9; wherein the grouting pump is not shown in the figure. The front end of the small conduit 9 is tapered and closed. There are multiple overflow holes 11 on the wall of the small conduit. There are multiple grooves on the outer wall of the pipe at the position of the overflow holes, and metal sheets 10 are pasted in the grooves. The core pipe 4 is located in the small conduit 9, and its front end has a threaded fixing nut 16. The pipe is provided with a washer 13 and a rubber stopper 14 is sleeved between the washer 13 and the fixing nut 16. The rear section of the core pipe 4 is The threaded structure is connected with a jacking nut 5 , and a jacking pipe 12 is sleeved between the jacking nut 5 and the washer 13 , and the jacking nut 5 has a handle 6 to facilitate the rotation of the jacking nut 5 . The core pipe 4 communicates with the grouting pump through the grouting pipe 1 and is provided with a grouting valve 2 and a pressure relief valve 3 on the grouting pipeline.

Claims (1)

1、一种小导管外阀单向式分段后退注浆装置,其特征是:主要由注浆泵、进浆管(1)和芯管(4)、小导管(9)构成,小导管(9)前端为尖锥状且为封闭结构,在小导管(9)壁上具有多个溢浆孔(11),在溢浆孔(11)位置的管外壁上具有凹槽且在凹槽内粘贴有金属片(10);芯管(4)位于小导管(9)内其前端具有螺纹联接的固定螺母(16),设置有垫圈(13)并在垫圈(13)与固定螺母(16)之间套置橡胶止浆塞(14),芯管(4)后段为螺纹结构且联接有顶紧螺母(5),在顶紧螺母(5)与垫圈(13)之间套置有顶管(12);芯管(4)后端通过进浆管(1)与注浆泵连通。1. A one-way step-back grouting device with an external valve in a small conduit, which is characterized in that it is mainly composed of a grouting pump, a grout inlet pipe (1), a core pipe (4), and a small conduit (9). (9) The front end is pointed and conical and is a closed structure. There are multiple overflow holes (11) on the wall of the small conduit (9), and there are grooves on the outer wall of the tube at the position of the overflow holes (11). Metal sheet (10) is pasted inside; Core tube (4) is positioned at its front end in small conduit (9) and has the fixed nut (16) of screw connection, is provided with washer (13) and between washer (13) and fixed nut (16) ) is set between rubber stoppers (14), the rear section of the core pipe (4) is a threaded structure and is connected with a jacking nut (5), and a jacking nut (5) and the washer (13) are sleeved with The jacking pipe (12); the rear end of the core pipe (4) communicates with the grouting pump through the grout inlet pipe (1).
CNU2007201911680U 2007-12-29 2007-12-29 One-way step-back grouting device with small conduit outer valve Expired - Fee Related CN201129184Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007201911680U CN201129184Y (en) 2007-12-29 2007-12-29 One-way step-back grouting device with small conduit outer valve

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007201911680U CN201129184Y (en) 2007-12-29 2007-12-29 One-way step-back grouting device with small conduit outer valve

Publications (1)

Publication Number Publication Date
CN201129184Y true CN201129184Y (en) 2008-10-08

Family

ID=40017025

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2007201911680U Expired - Fee Related CN201129184Y (en) 2007-12-29 2007-12-29 One-way step-back grouting device with small conduit outer valve

Country Status (1)

Country Link
CN (1) CN201129184Y (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105133616A (en) * 2015-08-19 2015-12-09 华能澜沧江水电股份有限公司 Distorted concrete hole forming and grouting integrated machine
CN106640120A (en) * 2016-10-31 2017-05-10 彭峰 Ground-surface fixed-point deep hole layered grouting construction method
CN108915634A (en) * 2018-02-01 2018-11-30 四川省铁路建设有限公司 One kind being based on the closed injected hole sectioning of electromagnetism
CN109404024A (en) * 2018-10-12 2019-03-01 河南理工大学 A kind of multistage anchoring ring type segmentation anchoring rod structure and construction method
CN109837903A (en) * 2019-01-24 2019-06-04 中国建筑第八工程局有限公司 Ground consolidation grouting device and construction method
CN111472810A (en) * 2020-04-15 2020-07-31 高军 High-pressure grouting device and method based on weak broken surrounding rock
CN112627818A (en) * 2020-11-17 2021-04-09 彬县水帘洞煤炭有限责任公司 Ultra-fine cement pouring method based on loose rock coal seam grouting reinforcement
CN112854194A (en) * 2021-01-15 2021-05-28 山东科技大学 Device for retreating type grouting and using method
CN119981967A (en) * 2025-02-11 2025-05-13 中铁隧道集团一处有限公司 A tunnel advance small conduit and grouting method thereof

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105133616A (en) * 2015-08-19 2015-12-09 华能澜沧江水电股份有限公司 Distorted concrete hole forming and grouting integrated machine
CN106640120A (en) * 2016-10-31 2017-05-10 彭峰 Ground-surface fixed-point deep hole layered grouting construction method
CN108915634B (en) * 2018-02-01 2020-10-23 四川省铁路建设有限公司 Grouting hole segmenting device based on electromagnetic sealing
CN108915634A (en) * 2018-02-01 2018-11-30 四川省铁路建设有限公司 One kind being based on the closed injected hole sectioning of electromagnetism
CN109404024A (en) * 2018-10-12 2019-03-01 河南理工大学 A kind of multistage anchoring ring type segmentation anchoring rod structure and construction method
CN109837903A (en) * 2019-01-24 2019-06-04 中国建筑第八工程局有限公司 Ground consolidation grouting device and construction method
CN111472810A (en) * 2020-04-15 2020-07-31 高军 High-pressure grouting device and method based on weak broken surrounding rock
CN111472810B (en) * 2020-04-15 2021-07-06 高军 High-pressure grouting device and method based on weak broken surrounding rock
CN112627818A (en) * 2020-11-17 2021-04-09 彬县水帘洞煤炭有限责任公司 Ultra-fine cement pouring method based on loose rock coal seam grouting reinforcement
CN112854194A (en) * 2021-01-15 2021-05-28 山东科技大学 Device for retreating type grouting and using method
CN112854194B (en) * 2021-01-15 2022-03-15 山东科技大学 A device and method of use for backward grouting
CN119981967A (en) * 2025-02-11 2025-05-13 中铁隧道集团一处有限公司 A tunnel advance small conduit and grouting method thereof
CN119981967B (en) * 2025-02-11 2025-11-21 中铁隧道集团一处有限公司 Tunnel advance small guide pipe and grouting method thereof

Similar Documents

Publication Publication Date Title
CN201129184Y (en) One-way step-back grouting device with small conduit outer valve
CN101251017B (en) Subsection retrusive slip-casting method for porthole slurry-stop jackrod
CN101251019B (en) Method of double-pipe step-back grouting with mixing in grout stopper at orifice
CN101251018B (en) Segmented retreat grouting method of double-pipe mixing outside the grout stop pipe at the orifice
CN105350519A (en) Advanced pre-grouting device suitable for shallow-buried tunnel construction in sand soil layer and construction process
CN105200978B (en) A kind of protrusive localization two-liquid grouting device and construction method
CN101768974A (en) Method and device for grouting in hole and effectively stopping grout
CN201129183Y (en) Segmented repeated grouting device for small conduit
CN207436988U (en) A kind of latus rectum drilling dynamic pressure water burst fast plugging device
CN102561992A (en) Deformation water stopper and grouting plugging process adopting same
CN110424892A (en) A kind of gushing water administering method of the nearly horizontal orientation drilling of mine
CN105041218B (en) A kind of anti-collapse two-way rib winged injection grouting drill bit and its application method
CN105696598A (en) Device suitable for elevation-angle grouting of sleeve valve pipe and using method thereof
CN105134127B (en) A kind of anti-collapse grouting reinforcement device and its application method
CN201129177Y (en) Drill rod back subsection grouting apparatus
CN203702071U (en) Water inrush preventing drill ejecting device for water exploration and grouting construction of vertical shaft
CN206477819U (en) One kind drilling artesian water fast plugging device
CN105443098A (en) Coal mine underground borehole segmented fixed hydraulic fracturing fixation hole device and method
CN103031847A (en) Reducing overlap joint combined type orifice pipe grouting method
CN205205845U (en) Gasbag formula curtain seepage plugging device
CN105201447B (en) A quick-setting grout grouting consolidation system and its application method
CN204551481U (en) For the segmenting slip casting pipe that soft soil layer is reinforced
CN204609814U (en) A kind of deep thick alluvium bored shaft broken grouting orifice tube is anti-goes out device
CN206581960U (en) The solid anchoring integral hydraulic expansion anchor pole of mining slip casting
CN2466348Y (en) Fine diameter rigid external valve one-way segmented grouting device

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: CHINA RAILWAY TUNNEL GROUP TECHNOLOGY RESEARCH CO.

Free format text: FORMER OWNER: ZHONGTIE TUNNEL GROUP CO., LTD.

Effective date: 20140603

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20140603

Address after: 471009 Luoyang City, the old town of Henan champion Red Road, No. 3

Patentee after: China Railway Tunnel Group Technology Research Co., Ltd.

Address before: 471009 Henan province Luoyang Xigong Cemetery Road No. 3

Patentee before: Zhongtie Tunnel Group Co., Ltd.

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20081008

Termination date: 20151229

EXPY Termination of patent right or utility model