CN207245722U - A kind of built-in dual-fluid synchronous slip casting pipe-line system of shield machine shield tail - Google Patents
A kind of built-in dual-fluid synchronous slip casting pipe-line system of shield machine shield tail Download PDFInfo
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- CN207245722U CN207245722U CN201720969634.7U CN201720969634U CN207245722U CN 207245722 U CN207245722 U CN 207245722U CN 201720969634 U CN201720969634 U CN 201720969634U CN 207245722 U CN207245722 U CN 207245722U
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- grouting
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- slip casting
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- Excavating Of Shafts Or Tunnels (AREA)
Abstract
本实用新型提供一种配备有冲洗功能的盾构机盾尾内置式双液同步注浆管路系统,包括活塞缸、注浆管路通道和注水管路通道,所述活塞缸与注浆管道通路平行设置,内部为中空结构,末端设有可沿注浆腔体内表面轴向滑动的活塞块,注浆管路通道的末端为坡度管路与注浆腔体相连。通过活塞缸的轴向滑动,实现注浆管路与注浆腔体的联通或注浆管路与注水管路的联通。该技术方案中通过控制活塞缸的往复运动,控制同步注浆与冲洗孔的管路连通或同步注浆与注浆腔体管路联通,从而达到注浆或冲洗的作用。同时该方案中可以通过选择不同的双液配合比来调节浆液硬化时间,以适应不同的工程地质,同时配备冲洗功能,使用后可及时冲洗,可有效避免管路阻塞。
The utility model provides a built-in double-fluid synchronous grouting pipeline system in the shield tail of a shield machine equipped with a flushing function, which includes a piston cylinder, a grouting pipeline channel and a water injection pipeline channel. The piston cylinder and the grouting pipeline The passages are arranged in parallel, and the inside is a hollow structure, and the end is provided with a piston block that can slide axially along the inner surface of the grouting cavity, and the end of the grouting pipeline channel is connected with the grouting cavity by a slope pipeline. Through the axial sliding of the piston cylinder, the communication between the grouting pipeline and the grouting cavity or the communication between the grouting pipeline and the water injection pipeline is realized. In this technical solution, by controlling the reciprocating motion of the piston cylinder, the synchronous grouting is controlled to communicate with the pipeline of the flushing hole or the synchronous grouting is connected with the pipeline of the grouting cavity, so as to achieve the effect of grouting or flushing. At the same time, in this scheme, the hardening time of the slurry can be adjusted by selecting different double-liquid mixing ratios to adapt to different engineering geology. At the same time, it is equipped with a flushing function, which can be flushed in time after use, which can effectively avoid pipeline blockage.
Description
技术领域technical field
本实用新型涉及盾构机械部件,具体涉及一种双液同步注浆管路系统。The utility model relates to shield machine parts, in particular to a double-fluid synchronous grouting pipeline system.
背景技术Background technique
盾构施工过程中,注浆的质量直接关系到隧道成型的质量及地面沉降控制效果。隧道注浆是为了填充管片脱离盾构机盾尾四周存在的间隙,在管片脱离盾尾后管片周围填充物填充不密实或强度不足以支撑上部土体,则土体易发生松弛和下沉,导致管片错台或渗漏水,以及地面沉降,从而影响隧道质量,甚至危及地面建筑物。为了减少和防止沉降,在盾构掘进过程中,要尽快在脱出盾尾的衬砌管片背后同步注入足量的浆液材料充填盾尾环形建筑空隙。防止隧道变形以及控制地面沉降。During shield construction, the quality of grouting is directly related to the quality of tunnel formation and the effect of ground settlement control. Tunnel grouting is to fill the gap around the shield tail of the segment when the segment is separated from the shield tail. After the segment is separated from the shield tail, the filler around the segment is not densely filled or the strength is not enough to support the upper soil, and the soil is prone to relaxation and collapse. Subsidence will lead to segment misalignment or water leakage, as well as ground subsidence, which will affect the quality of the tunnel and even endanger the ground buildings. In order to reduce and prevent settlement, during the excavation of the shield, a sufficient amount of slurry material should be injected synchronously behind the lining segment out of the shield tail as soon as possible to fill the annular building gap of the shield tail. Prevent tunnel deformation and control ground subsidence.
盾构施工引起的地层损失和盾构隧道周围受扰动或受剪切破坏的重塑土的再固结以及地下水的渗透,是导致地表、建筑物以及管线沉降的重要原因。当前使用较为广泛的单液浆注入中,为了保证管路不堵塞,通常浆液调配比例相对较稀,因而浆液凝固时间比较长、凝固后收缩很大,会造成拱部空洞,带来较大的危害,增加掘进风险,影响隧道质量。Stratum loss caused by shield tunneling, reconsolidation of disturbed or shear-damaged reshaped soil around shield tunnels, and infiltration of groundwater are important causes of settlement of ground surfaces, buildings, and pipelines. In the currently widely used single-liquid slurry injection, in order to ensure that the pipeline is not blocked, the proportion of the slurry is usually relatively thin, so the solidification time of the slurry is relatively long, and the shrinkage after solidification will be large, which will cause voids in the arch and cause large damage. hazards, increase the risk of excavation, and affect the quality of the tunnel.
鉴于此,本实用新型旨在提供一种双液同步注浆管路系统,通过选择不同的双液配合比来调节浆液硬化时间,以适应不同的工程地质,更好地控制沉降。In view of this, the utility model aims to provide a dual-liquid synchronous grouting pipeline system, which can adjust the grout hardening time by selecting different double-liquid mixing ratios, so as to adapt to different engineering geology and better control settlement.
实用新型内容Utility model content
本实用新型旨在提供一种配备有冲洗功能的盾构机盾尾内置式双液同步注浆管路系统,该设备通过设置不同的双液配合比来调节浆液硬化时间,并可及时对管道进行冲洗,该系统中双液浆凝固时间可调、浆液粘性大、保水性强,对地层的止水效果显著。该目的是通过以下技术方案实现的:The utility model aims to provide a built-in double-liquid synchronous grouting pipeline system in the shield tail of the shield machine equipped with a flushing function. In this system, the solidification time of the double liquid slurry is adjustable, the slurry has high viscosity and strong water retention, and the water-stopping effect on the formation is remarkable. This purpose is achieved through the following technical solutions:
一种盾构机盾尾内置式双液同步注浆管路系统,包括活塞缸、注浆管路通道和注水管路通道。所述活塞缸与注浆管路通道平行设置,内部为中空结构,供管路冲洗。活塞缸末端设有可沿注浆腔体轴向滑动的活塞块,注浆管路通道的末端为坡度管路,坡度管路与注浆腔体相连。通过活塞缸的轴向滑动,实现注浆管路通道与注浆腔体的联通或注浆管路通道与注水管路通道的联通。A shield tail built-in dual-fluid synchronous grouting pipeline system includes a piston cylinder, a grouting pipeline channel and a water injection pipeline channel. The piston cylinder is arranged parallel to the channel of the grouting pipeline, and the inside is a hollow structure for pipeline flushing. The end of the piston cylinder is provided with a piston block that can slide axially along the grouting cavity, the end of the grouting pipeline channel is a slope pipeline, and the slope pipeline is connected with the grouting cavity. Through the axial sliding of the piston cylinder, the communication between the grouting pipeline channel and the grouting cavity or the communication between the grouting pipeline channel and the water injection pipeline channel is realized.
进一步,所述活塞缸上设有传感器和限位装置。Further, the piston cylinder is provided with a sensor and a limit device.
进一步,所述活塞缸与注浆管路通道之间设有接近开关。Further, a proximity switch is provided between the piston cylinder and the grouting pipeline channel.
进一步,所述活塞缸由齿轮油泵控制,推动活塞块沿注浆腔体做直线往复运动。Further, the piston cylinder is controlled by a gear oil pump to push the piston block to make a linear reciprocating motion along the grouting cavity.
本实用新型一般采用一用一备的方式安装,以盾构机中线对称地设置于盾构机上半圆的盾尾与管片之间。The utility model is generally installed in a way of one use and one standby, and is symmetrically arranged between the semicircular shield tail and the segment on the shield machine center line of the shield machine.
该技术方案中通过控制活塞缸的往复运动,控制同步注浆与冲洗孔的管路连通或同步注浆与注浆腔体管路连通,从而达到注浆或冲洗的作用。同时该方案中可以通过选择不同的双液配合比来调节浆液硬化时间,以适应不同的工程地质,同时配备冲洗功能,使用后可及时冲洗,可有效避免管路阻塞,采用该双液同步注浆技术,注入的浆液具有凝固时间短、浆液粘性大、保水性强,对地层止水效果显著等。In this technical solution, by controlling the reciprocating motion of the piston cylinder, the synchronous grouting is connected with the pipeline of the flushing hole or the synchronous grouting is connected with the pipeline of the grouting cavity, so as to achieve the effect of grouting or flushing. At the same time, in this scheme, the hardening time of the slurry can be adjusted by selecting different double-liquid mixing ratios to adapt to different engineering geology. At the same time, it is equipped with a flushing function, which can be flushed in time after use, which can effectively avoid pipeline blockage. The dual-liquid simultaneous injection Slurry technology, the injected slurry has the advantages of short solidification time, high viscosity, strong water retention, and remarkable water-stopping effect on the formation.
附图说明Description of drawings
图1为本实用新型的盾构机盾尾内置式双液同步注浆管路系统的示意图。Fig. 1 is a schematic diagram of a shield tail built-in double-fluid synchronous grouting pipeline system of the utility model.
图2为本实用新型的盾构机盾尾内置式双液同步注浆管路系统的安装位置示意图。Fig. 2 is a schematic diagram of the installation position of the shield tail built-in dual-fluid synchronous grouting pipeline system of the utility model.
图3为图2中A部分的局部放大图。FIG. 3 is a partially enlarged view of part A in FIG. 2 .
具体实施方式Detailed ways
实施例1:Example 1:
本实施例提供一种盾构机盾尾内置式双液同步注浆管路系统,包括活塞缸14、注浆管路通道11和注水管路通道13,所述活塞缸14与注浆管路通道11平行设置,内部为中空结构,外端设有固定于盾尾的外腔体16,末端设有可沿外腔体内表面轴向滑动的活塞块15,所述注水管路通道13穿过中空结构且末端通道被活塞块15所阻隔,所述注浆管路通道的末端为坡度管路12,该坡度管路12的浆液出口与外腔体16相连。This embodiment provides a shield tail built-in dual-liquid synchronous grouting pipeline system, including a piston cylinder 14, a grouting pipeline channel 11 and a water injection pipeline channel 13, the piston cylinder 14 and the grouting pipeline The channel 11 is arranged in parallel, and the inside is a hollow structure. The outer end is provided with an outer cavity 16 fixed to the tail of the shield, and the end is provided with a piston block 15 that can slide axially along the inner surface of the outer cavity. The water injection pipeline channel 13 passes through the It has a hollow structure and the end channel is blocked by the piston block 15 . The end of the grouting pipeline channel is a slope pipeline 12 , and the grout outlet of the slope pipeline 12 is connected with the outer cavity 16 .
进一步,所述活塞缸14上设有传感器和限位装置。Further, the piston cylinder 14 is provided with a sensor and a limit device.
进一步,所述活塞缸14与注浆管路通道11之间设有接近开关。Further, a proximity switch is provided between the piston cylinder 14 and the grouting pipeline channel 11 .
进一步,所述活塞缸由齿轮油泵控制,推动活塞块沿外腔体做直线往复运动。Further, the piston cylinder is controlled by a gear oil pump to push the piston block to make linear reciprocating motion along the outer cavity.
实施例2:Example 2:
本实用新型采用一用一备的方式安装,如图2所示,该盾构机包含两套实施例1所述的同步注浆管路系统1,所述两套管路系统1以盾构机中线对称地设置于盾构机上半圆的盾尾2 与管片之间。The utility model is installed in a way of one use and one standby, as shown in Figure 2, the shield machine includes two sets of synchronous grouting pipeline systems 1 described in Embodiment 1, and the two sets of pipeline systems 1 are shielded The center line of the machine is symmetrically set between the semicircular shield tail 2 and the segment on the shield machine.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720969634.7U CN207245722U (en) | 2017-08-04 | 2017-08-04 | A kind of built-in dual-fluid synchronous slip casting pipe-line system of shield machine shield tail |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201720969634.7U CN207245722U (en) | 2017-08-04 | 2017-08-04 | A kind of built-in dual-fluid synchronous slip casting pipe-line system of shield machine shield tail |
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| CN207245722U true CN207245722U (en) | 2018-04-17 |
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| CN201720969634.7U Expired - Fee Related CN207245722U (en) | 2017-08-04 | 2017-08-04 | A kind of built-in dual-fluid synchronous slip casting pipe-line system of shield machine shield tail |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339801A (en) * | 2018-11-21 | 2019-02-15 | 中铁工程装备集团有限公司 | Shield machine pipeline extension device |
| CN110094216A (en) * | 2019-05-31 | 2019-08-06 | 中铁第四勘察设计院集团有限公司 | A kind of separate tunnel stratum compensation and grouting system |
| CN110130940A (en) * | 2019-06-24 | 2019-08-16 | 中铁工程装备集团有限公司 | A kind of novel double liquid grout injecting system |
| CN110242325A (en) * | 2019-06-13 | 2019-09-17 | 中铁工程装备集团盾构制造有限公司 | A kind of shield machine multiple tube two-liquid grouting device |
| CN112392495A (en) * | 2020-12-23 | 2021-02-23 | 安徽铜都流体科技股份有限公司 | Synchronous grouting device arranged in shield body |
| CN112917660A (en) * | 2021-01-27 | 2021-06-08 | 山东科技大学 | Efficient anti-blocking backflow grouting pipe and method |
| CN117167031A (en) * | 2023-10-24 | 2023-12-05 | 中国建筑第六工程局有限公司 | A double-liquid slurry grouting device suitable for shield split initiation and its use method |
-
2017
- 2017-08-04 CN CN201720969634.7U patent/CN207245722U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339801A (en) * | 2018-11-21 | 2019-02-15 | 中铁工程装备集团有限公司 | Shield machine pipeline extension device |
| CN109339801B (en) * | 2018-11-21 | 2024-01-26 | 中铁工程装备集团有限公司 | Shield machine pipeline extension device |
| CN110094216A (en) * | 2019-05-31 | 2019-08-06 | 中铁第四勘察设计院集团有限公司 | A kind of separate tunnel stratum compensation and grouting system |
| CN110094216B (en) * | 2019-05-31 | 2024-05-03 | 中铁第四勘察设计院集团有限公司 | Separated tunnel stratum compensation grouting system |
| CN110242325A (en) * | 2019-06-13 | 2019-09-17 | 中铁工程装备集团盾构制造有限公司 | A kind of shield machine multiple tube two-liquid grouting device |
| CN110242325B (en) * | 2019-06-13 | 2024-04-30 | 中铁工程装备集团盾构制造有限公司 | Double-liquid grouting device for composite pipe of shield tunneling machine |
| CN110130940A (en) * | 2019-06-24 | 2019-08-16 | 中铁工程装备集团有限公司 | A kind of novel double liquid grout injecting system |
| CN112392495A (en) * | 2020-12-23 | 2021-02-23 | 安徽铜都流体科技股份有限公司 | Synchronous grouting device arranged in shield body |
| CN112917660A (en) * | 2021-01-27 | 2021-06-08 | 山东科技大学 | Efficient anti-blocking backflow grouting pipe and method |
| CN112917660B (en) * | 2021-01-27 | 2022-04-26 | 山东科技大学 | A kind of high-efficiency anti-blocking can return grouting pipe and method |
| CN117167031A (en) * | 2023-10-24 | 2023-12-05 | 中国建筑第六工程局有限公司 | A double-liquid slurry grouting device suitable for shield split initiation and its use method |
| CN117167031B (en) * | 2023-10-24 | 2024-02-13 | 中国建筑第六工程局有限公司 | Double-liquid-slurry grouting device suitable for shield split initiation and use method thereof |
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