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CN105696598B - A kind of application method for being adapted to mini-valve tube elevation angle grouting device - Google Patents
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CN105696598B - A kind of application method for being adapted to mini-valve tube elevation angle grouting device - Google Patents

A kind of application method for being adapted to mini-valve tube elevation angle grouting device Download PDF

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CN105696598B
CN105696598B CN201610064951.4A CN201610064951A CN105696598B CN 105696598 B CN105696598 B CN 105696598B CN 201610064951 A CN201610064951 A CN 201610064951A CN 105696598 B CN105696598 B CN 105696598B
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pipe
steel pipe
mini
valve tube
skeleton
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CN105696598A (en
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张庆松
王洪波
张乐文
刘人太
张连震
郑卓
张世杰
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Shandong University
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/02Handling of bulk concrete specially for foundation or hydraulic engineering purposes

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

本发明公开了一种适应于袖阀管仰角注浆的装置及使用方法,包括袖阀管,在所述的袖阀管上间隔的设有出浆孔,每个出浆孔外都套装有橡皮套,沿着袖阀管的径向方向从内到外依次在袖阀管外套装有内顶管、骨架镀锌钢管和外顶管,骨架镀锌钢管顶部的内圈套装内止浆塞,外圈套装有外止浆塞,且内、外止浆塞的顶部轴向固定,内、外止浆塞的底部分别与内、外顶管配合;通过驱动内外顶管的上下移动实现内、外止浆塞的膨胀或收缩,进而实现分段注浆。

The invention discloses a device suitable for grouting at an elevation angle of a sleeve valve pipe and a method for using it. The rubber sleeve, from the inside to the outside along the radial direction of the sleeve valve tube, is equipped with an inner jacking tube, a skeleton galvanized steel pipe and an outer jacking tube on the sleeve valve tube, and the inner ring on the top of the skeleton galvanized steel pipe is fitted with an inner slurry stopper , the outer ring is set with an outer stopper, and the tops of the inner and outer stoppers are axially fixed, and the bottoms of the inner and outer stoppers are respectively matched with the inner and outer jacking pipes; the inner and outer jacking pipes are driven to move up and down to realize the inner , The expansion or contraction of the outer grout stopper, and then realize the segmented grouting.

Description

一种适应于袖阀管仰角注浆装置的使用方法A method of using a grouting device adapted to the elevation angle of the sleeve valve pipe

技术领域technical field

本发明涉及注浆领域,具体地说是一种用于袖阀管仰角注浆装置的使用方法。The invention relates to the field of grouting, in particular to a method for using a sleeve valve tube elevation angle grouting device.

背景技术Background technique

注浆一直是处理不良地质的有效方法,取得了良好的治理效果。现在大多数注浆技术都是针对深部注浆,浅层黏土注浆的工程很多,比如基坑开挖遇水、地铁车站开挖遇水。浅层黏土注浆存在如下困难:注浆管路难以固定;注浆压力上不去,很难劈裂黏土体,导致浆液进不到黏土中。注不进去浆液。Grouting has always been an effective method to deal with bad geology, and has achieved good treatment effects. Most of the grouting technologies now are aimed at deep grouting, and there are many shallow clay grouting projects, such as water in excavation of foundation pits and excavation of subway stations. The shallow clay grouting has the following difficulties: the grouting pipeline is difficult to fix; the grouting pressure cannot be increased, and it is difficult to split the clay body, resulting in the grout not entering the clay. The slurry cannot be injected.

以前多采用袖阀管,在袖阀管周围填套壳料来稳固,填套壳料稳固有三个缺点,一是操作麻烦;二是虽能起到一定作用,但稳固效果不佳;三是利用袖阀管进行仰角钻孔注浆时,套壳料一般都难以进入钻孔。In the past, sleeve valve tubes were mostly used, and shell materials were filled around the sleeve valve tubes to stabilize them. There are three shortcomings in the stabilization of sleeve valve tubes. One is that the operation is troublesome; the other is that although it can play a certain role, the stabilization effect is not good; the third is When the sleeve valve pipe is used for drilling and grouting at an elevation angle, it is generally difficult for the casing material to enter the borehole.

发明内容Contents of the invention

本发明的目的是为克服上述现有技术的不足,提供一种袖阀管仰角注浆取代套壳料的装置及使用方法,该装置结构简单、制作材料成本低,可循环使用、操作方便。The object of the present invention is to overcome the shortcomings of the above-mentioned prior art, and provide a device and a method for using the sleeve valve pipe elevation angle grouting instead of casing material. The device has a simple structure, low cost of manufacturing materials, can be recycled and is easy to operate.

为实现上述目的,本发明采用下述技术方案:To achieve the above object, the present invention adopts the following technical solutions:

一种袖阀管仰角注浆取代套壳料的装置:包括袖阀管,在所述的袖阀管上间隔的设有出浆孔,每个出浆孔外都套装有橡皮套,沿着袖阀管的径向方向从内到外依次在袖阀管外套装有内顶管、骨架镀锌钢管和外顶管,所述骨架镀锌钢管顶部的内圈套装内止浆塞,外圈套装有外止浆塞,且所述内、外止浆塞的顶部轴向固定,内、外止浆塞的底部分别与内、外顶管配合;通过驱动内外顶管的上下移动实现内、外止浆塞的膨胀或收缩,进而实现分段注浆。A sleeve valve tube elevation angle grouting device to replace the shell material: it includes a sleeve valve tube, and grout holes are arranged at intervals on the sleeve valve tube, and a rubber sleeve is set outside each grout hole, along the In the radial direction of the sleeve valve pipe, the inner jacking pipe, the skeleton galvanized steel pipe and the outer jacking pipe are set on the sleeve valve pipe in turn from the inside to the outside. The outer grout stopper is set, and the tops of the inner and outer grout stoppers are axially fixed, and the bottoms of the inner and outer grout stoppers are respectively matched with the inner and outer jacking pipes; by driving the inner and outer jacking pipes to move up and down, the inner and outer Expansion or contraction of the outer grout stopper to achieve segmented grouting.

进一步的,所述的内止浆塞的顶部和底部设有内垫圈,位于底部的内垫圈与内顶管的端部配合,位于顶部的内垫圈通过一个内固定螺母轴向固定。Further, the top and bottom of the inner grout stopper are provided with inner washers, the inner washers at the bottom cooperate with the end of the inner jacking pipe, and the inner washers at the top are axially fixed by an inner fixing nut.

进一步的,所述的外止浆塞的顶部和底部设有外垫圈,位于底部的外垫圈与外顶管的端部配合,位于顶部的外垫圈通过外固定螺母轴向固定。Further, the top and bottom of the outer stopper are provided with outer washers, the outer washers at the bottom cooperate with the end of the outer jacking pipe, and the outer washers at the top are axially fixed by the outer fixing nuts.

进一步的,所述骨架镀锌钢管的底部内圈安装一个内顶紧螺母,内顶紧螺母压紧在内顶管端部,所述的内顶紧螺母还与一个手柄相连;通过旋转手柄使得内顶紧螺母沿着骨架镀锌钢管的内壁向内或者向外运动,进而实现内顶管的内外运动,当内顶管向内运动时,压紧内止浆塞,内止浆塞膨胀,当内顶管向外运动时,松开内止浆塞,内止浆塞收缩;Further, the bottom inner ring of the galvanized steel pipe of the skeleton is equipped with an inner clamping nut, which is pressed against the end of the inner jacking pipe, and the inner clamping nut is also connected with a handle; by rotating the handle, the The inner jacking nut moves inward or outward along the inner wall of the skeleton galvanized steel pipe, and then realizes the inner and outer movement of the inner pipe jacking. When the inner jacking pipe moves inward, it compresses the inner grout stopper, and the inner grout stopper expands. When the inner jacking pipe moves outward, loosen the inner stopper, and the inner stopper shrinks;

进一步的,所述骨架镀锌钢管的底部外圈安装一个外顶紧螺母,外顶紧螺母压紧在外顶管端部,所述的外顶紧螺母还与一个手柄相连;通过旋转手柄使得外顶紧螺母沿着骨架镀锌钢管的外壁向内或者向外运动,进而实现外顶管的内外运动,当外顶管向内运动时,压紧外止浆塞,外止浆塞膨胀,当外顶管向外运动时,松开外止浆塞,外止浆塞收缩;Further, an outer clamping nut is installed on the bottom outer ring of the skeleton galvanized steel pipe, and the outer clamping nut is pressed against the end of the outer jacking pipe, and the outer clamping nut is also connected with a handle; by rotating the handle, the outer clamping nut The jacking nut moves inward or outward along the outer wall of the skeleton galvanized steel pipe, and then realizes the inner and outer movement of the outer pipe jacking. When the outer pipe jacking moves inward, it compresses the outer grout stopper, and the outer grout stopper expands. When the outer jacking pipe moves outward, loosen the outer stopper, and the outer stopper shrinks;

进一步的,所述的袖阀管材质由传统的PVC管改为钢管,为了承受止浆塞的压力,防止破裂;钢管的另外一个作用是汇集内顶管出来的浆液,使其从特定位置(出浆孔)流出,实现分段注浆。Further, the material of the sleeve valve pipe is changed from traditional PVC pipe to steel pipe, in order to withstand the pressure of the stopper plug and prevent rupture; another function of the steel pipe is to collect the slurry from the inner jacking pipe to make it flow from a specific position ( grout hole) to flow out to achieve segmented grouting.

进一步的,所述的袖阀管上间距33cm有出浆孔,出浆孔外套装有若干橡皮套。Further, there are pulp outlet holes at a distance of 33 cm on the sleeve valve tube, and several rubber sleeves are set over the pulp outlet holes.

进一步的,袖阀管的端部与注浆装置相连,所述的注浆装置包括进浆管,在进浆管上设有进浆阀、泄压阀。Further, the end of the sleeve valve pipe is connected to the grouting device, and the grouting device includes a grouting pipe, and a grouting valve and a pressure relief valve are arranged on the grouting pipe.

一种袖阀管仰角注浆取代套壳料的装置制作使用方法,如下:A method for making and using a device for replacing casing material with elevation angle grouting of sleeve valve pipe is as follows:

(1)利用钻机(风钻或回转)钻至设计孔深,退出钻杆,将袖阀管和取代套壳料装置如图1推入至设计位置,袖阀管内顶管后端与进浆管、注浆泵连通,(1) Use a drilling rig (pneumatic drill or rotary) to drill to the designed hole depth, withdraw the drill pipe, and push the sleeve valve tube and the replacement casing material device to the design position as shown in Figure 1. , grouting pump connected,

(2)旋动内外顶紧螺母使其沿骨架镀锌钢管向前移动,使内外顶管向前顶紧垫圈使止浆塞受压膨胀,分别封闭钻孔壁与骨架镀锌钢管、骨架镀锌钢管和钢管袖阀管之间的间隙,实现取代传统套壳料;(2) Turn the inner and outer jacking nuts to move forward along the skeleton galvanized steel pipe, so that the inner and outer jacking pipes are pushed forward to tighten the gasket to make the stop plug expand under pressure, and respectively seal the drilling wall and the skeleton galvanized steel pipe, skeleton galvanized steel pipe The gap between the zinc steel pipe and the steel sleeve valve pipe can replace the traditional shell material;

(3)注浆时浆液从袖阀管出浆孔流出,进入到袖阀管和钻孔侧壁之间,由于(橡皮)止浆塞阻挡,浆液只能在止浆塞上部位置进入地层,完成该段注浆。(3) During grouting, the grout flows out from the grout hole of the sleeve valve pipe and enters between the sleeve valve pipe and the side wall of the borehole. Due to the (rubber) grout stopper blocking, the grout can only enter the formation at the upper part of the grout stopper. Complete this section of grouting.

(4)停止注浆后旋动内外顶紧螺母使橡胶止浆塞恢复原状,向后拉动骨架镀锌钢管到下一阶段注浆位置,使止浆塞再次受挤压将钻孔壁与骨架镀锌钢管、骨架镀锌钢管和钢管袖阀管之间间隙封闭,进行该段注浆操作,如此反复后退分段注浆直至该孔注浆结束。(4) After stopping the grouting, turn the inner and outer tightening nuts to restore the rubber stopper to its original shape, and pull the skeleton galvanized steel pipe back to the grouting position of the next stage, so that the stopper is squeezed again to connect the drilling wall and the skeleton The gap between the galvanized steel pipe, the skeleton galvanized steel pipe and the steel sleeve valve pipe is closed, and the grouting operation is carried out in this section, and the step-by-step grouting is repeated until the grouting of the hole is completed.

本发明的有益效果是:The beneficial effects of the present invention are:

将传统的袖阀管套壳料用止浆塞取代,当止浆塞膨胀打开以后,封闭钻孔与袖阀管之间的空隙,使浆液只能从止浆塞前段进入地层,实现分段注浆。本发明与传统袖阀管注浆工艺相比,节省套壳料原料,解决袖阀管仰角孔套壳料难封闭的问题,同时通过止浆塞控制的分段注浆更加灵活、方便。Replace the traditional sleeve valve sleeve shell material with a grout stopper. When the grout stopper expands and opens, the gap between the drill hole and the sleeve valve pipe is closed, so that the slurry can only enter the formation from the front part of the grout stopper, realizing segmentation Grouting. Compared with the traditional sleeve valve pipe grouting process, the present invention saves casing material raw materials, solves the problem that the casing material is difficult to close at the elevation angle of the sleeve valve pipe, and at the same time, the segmented grouting controlled by the grout stopper is more flexible and convenient.

附图说明Description of drawings

为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following will briefly introduce the drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are For some embodiments of the present invention, those skilled in the art can also obtain other drawings based on these drawings without creative work.

图1是本发明结构示意图;Fig. 1 is a structural representation of the present invention;

图2是本发明注浆塞展开俯视图;Fig. 2 is the expanded top view of the grouting plug of the present invention;

图中:1.进浆管;2.进浆阀;3.泄压阀;4. 外顶紧螺母;5.外顶管手柄;6.垫圈;7.骨架镀锌钢管;8.钻孔壁;9.袖阀管;10. 外垫圈;11. 外固定螺母;12.出浆孔;13.内顶管手柄;14.内止浆塞;15.外止浆塞;16.橡皮套;17.内垫圈;18.内固定螺母;19.内顶管;20.外顶管,21内顶紧螺母。In the figure: 1. Slurry inlet pipe; 2. Slurry inlet valve; 3. Pressure relief valve; 4. Outer jacking nut; 5. Outer jacking handle; 6. Washer; 7. Skeleton galvanized steel pipe; 8. Drilling Wall; 9. Sleeve valve tube; 10. Outer gasket; 11. Outer fixing nut; 12. Slurry hole; 13. Inner pipe jacking handle; 14. Inner stopper; 15. Outer stopper; 17. Inner washer; 18. Inner fixing nut; 19. Inner pipe jacking; 20. Outer pipe jacking, 21 inner jacking nut.

具体实施方式detailed description

下面结合附图和实施例对本发明进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

本发明针对袖阀管仰角难封闭注浆的问题,提出一种套壳料取代装置,能够很好解决仰角袖阀管注浆的问题。Aiming at the problem that the sleeve valve pipe is difficult to seal and grout at an elevation angle, the invention proposes a casing material replacement device, which can well solve the problem of the sleeve valve pipe grouting at an elevation angle.

如图1、图2所示,一种袖阀管仰角注浆取代套壳料的装置,包括袖阀管和取代套壳料装置等组成,袖阀管材质由传统的PVC管改为钢管,为了承受止浆塞的压力;取代套壳料装置包括骨架镀锌钢管、内外顶管和止浆塞等组成,取代套壳料装置骨架为镀锌钢管,骨架镀锌钢管上端依次为内外固定螺母、内、外垫圈、止浆塞,其中骨架镀锌钢管通过内外丝连接内外固定螺母固定在镀锌钢管底端,上下两个内外垫圈夹住止浆塞,通过内外顶管连接到孔口内外垫圈,下端为通过骨架镀锌钢管内外丝连接的内外手柄控制垫圈上下移动,具体的结构如下:As shown in Figure 1 and Figure 2, a sleeve valve tube elevation angle grouting device to replace the casing material, including a sleeve valve tube and a casing material replacement device, etc. The material of the sleeve valve tube is changed from traditional PVC pipe to steel pipe. In order to withstand the pressure of the grout stopper; the replacement casing material device consists of a skeleton galvanized steel pipe, inner and outer pipe jacking and a grout stopper, etc. The skeleton of the replacement casing material device is a galvanized steel pipe, and the upper end of the skeleton galvanized steel pipe is in turn an inner and outer fixing nut , inner and outer washers, and grout stopper, in which the skeleton galvanized steel pipe is fixed at the bottom of the galvanized steel pipe by connecting inner and outer wires with inner and outer fixing nuts, the upper and lower inner and outer washers clamp the grout stopper, and are connected to the inside and outside of the orifice through inner and outer jacking pipes The washer, the lower end is the inner and outer handles connected by the inner and outer wires of the skeleton galvanized steel pipe to control the washer to move up and down. The specific structure is as follows:

袖阀管仰角注浆取代套壳料的装置:包括袖阀管9,在,袖阀管9上间隔的设有出浆孔12,每个出浆孔12外都套装有橡皮套16,袖阀管9的端部与注浆装置相连;沿着袖阀管9的径向方向从内到外依次在袖阀管9外套装有内顶管19、骨架镀锌钢管7和外顶管20,所述骨架镀锌钢管7顶部的内圈套装内止浆塞14,外圈套装有外止浆塞15,且所述内、外止浆塞的顶部轴向固定,内、外止浆塞的底部分别与内、外顶管配合;通过驱动内、外顶管的上下移动实现内、外止浆塞的膨胀或收缩,进而实现分段注浆。Sleeve valve tube elevation angle grouting device instead of shell material: including sleeve valve tube 9, on which sleeve valve tube 9 is provided with grout holes 12 at intervals, each grout hole 12 is covered with a rubber sleeve 16, sleeve The end of the valve pipe 9 is connected to the grouting device; along the radial direction of the sleeve valve pipe 9, the inner jacking pipe 19, the skeleton galvanized steel pipe 7 and the outer jacking pipe 20 are placed on the sleeve valve pipe 9 in sequence from the inside to the outside. , the inner ring at the top of the skeleton galvanized steel pipe 7 is fitted with an inner stopper 14, the outer ring is set with an outer stopper 15, and the tops of the inner and outer stoppers are axially fixed, and the inner and outer stoppers The bottom of the pump is respectively matched with the inner and outer jacking pipes; by driving the inner and outer jacking pipes to move up and down, the expansion or contraction of the inner and outer grout stoppers is realized, thereby realizing segmented grouting.

骨架镀锌钢管7上端依次为内、外固定螺母、内外垫圈、止浆塞,其中骨架镀锌钢管通过内外丝连接内外固定螺母固定在镀锌钢管底端,上下两个内外垫圈夹住止浆塞,通过内外顶管连接到孔口内外垫圈,下端为通过骨架镀锌钢管内外丝连接的内外手柄控制垫圈上下移动,来达到控制止浆塞膨胀收缩的目的。The upper end of the skeleton galvanized steel pipe 7 is the inner and outer fixing nuts, the inner and outer washers, and the grout stopper. The plug is connected to the inner and outer gaskets of the orifice through the inner and outer jacking pipes, and the inner and outer handles at the lower end are connected by the inner and outer wires of the skeleton galvanized steel pipe to control the gasket to move up and down to achieve the purpose of controlling the expansion and contraction of the grout stopper.

进一步的,所述的内止浆塞14的顶部和底部设有内垫圈17,位于底部的内垫圈17与内顶管的端部配合,位于顶部的内垫圈17通过一个内固定螺母18轴向固定。Further, the top and bottom of the inner grout stopper 14 are provided with inner washers 17, the inner washers 17 at the bottom cooperate with the end of the inner jack pipe, and the inner washers 17 at the top are axially connected by an inner fixing nut 18 fixed.

进一步的,所述的外止浆塞15的顶部和底部设有外垫圈10,位于底部的外垫圈10与外顶管的端部配合,位于顶部的外垫圈10通过外固定螺母11轴向固定。Further, the top and bottom of the outer grout stopper 15 are provided with outer gaskets 10, the outer gasket 10 at the bottom cooperates with the end of the outer jacking pipe, and the outer gasket 10 at the top is axially fixed by an outer fixing nut 11 .

进一步的,所述骨架镀锌钢管7的底部内圈安装一个内顶紧螺母21,内顶紧螺母21压紧在内顶管19端部,所述的内顶紧螺母21还与一个内顶管手柄13相连;通过旋转手柄使得内顶紧螺母21沿着骨架镀锌钢管7的内壁向内或者向外运动,进而实现内顶管19的内外运动,当内顶管19向内运动时,压紧内止浆塞14,内止浆塞14膨胀,当内顶管19向外运动时,松开内止浆塞,内止浆塞收缩;Further, an inner tightening nut 21 is installed on the bottom inner ring of the skeleton galvanized steel pipe 7, and the inner tightening nut 21 is pressed against the end of the inner jacking pipe 19, and the inner jacking nut 21 is also connected with an inner jacking nut 21. The pipe handle 13 is connected; by rotating the handle, the inner tightening nut 21 moves inward or outward along the inner wall of the skeleton galvanized steel pipe 7, thereby realizing the inner and outer movement of the inner jacking pipe 19. When the inner jacking pipe 19 moves inward, Compress the inner stopper 14, the inner stopper 14 expands, when the inner jacking pipe 19 moves outward, loosen the inner stopper, and the inner stopper shrinks;

进一步的,所述骨架镀锌钢管7的底部外圈安装一个外顶紧螺母4,外顶紧螺母4压紧在外顶管20端部,所述的外顶紧螺母4还与一个外顶管手柄5相连;通过旋转手柄使得外顶紧螺母4沿着骨架镀锌钢管7的外壁向内或者向外运动,进而实现外顶管20的内外运动,当外顶管20向内运动时,压紧外止浆塞15,外止浆塞15膨胀,当外顶管20向外运动时,松开外止浆塞15,外止浆塞15收缩;Further, an outer tightening nut 4 is installed on the bottom outer ring of the skeleton galvanized steel pipe 7, and the outer tightening nut 4 is pressed on the end of the outer jacking pipe 20, and the outer jacking nut 4 is also connected with an outer jacking nut 4. The handle 5 is connected; by rotating the handle, the outer jacking nut 4 moves inward or outward along the outer wall of the skeleton galvanized steel pipe 7, thereby realizing the inner and outer movement of the outer jacking pipe 20. When the outer jacking pipe 20 moves inward, the pressing Tighten the outer stopper 15, the outer stopper 15 expands, when the outer jacking pipe 20 moves outward, loosen the outer stopper 15, the outer stopper 15 shrinks;

进一步的,骨架镀锌钢管7的底部设有垫圈6。Further, the bottom of the skeleton galvanized steel pipe 7 is provided with a washer 6 .

进一步的,所述的袖阀管9材质由传统的PVC管改为钢管,为了承受止浆塞的压力,防止破裂;钢管的另外一个作用是汇集内顶管出来的浆液,使其从特定位置(出浆孔)流出,实现分段注浆。Further, the material of the sleeve valve pipe 9 is changed from a traditional PVC pipe to a steel pipe, in order to withstand the pressure of the grout stopper and prevent rupture; another function of the steel pipe is to collect the grout coming out of the inner jacking pipe so that it can flow from a specific position (Grout hole) flows out to realize segmented grouting.

进一步的,所述的袖阀管上间距33cm有出浆孔,出浆孔外套装有若干橡皮套;Further, there are pulp outlet holes at a distance of 33 cm on the sleeve valve tube, and several rubber sleeves are set over the pulp outlet holes;

进一步的,注浆装置包括进浆管1,在进浆管1上设有进浆阀2、泄压阀3。Further, the grouting device includes a grout feeding pipe 1 on which a grout feeding valve 2 and a pressure relief valve 3 are arranged.

所述的一种袖阀管仰角注浆取代套壳料的装置的制作使用方法,其特征在于,如下:The method for making and using a device for replacing casing material with elevation angle grouting of a sleeve valve tube is characterized in that it is as follows:

(1)利用钻机(风钻或回转)钻至设计孔深,退出钻杆,将袖阀管9和取代套壳料装置如图1推入至设计位置,袖阀管内顶管后端与进浆管、注浆泵连通,(1) Use a drilling rig (pneumatic drill or rotary) to drill to the designed hole depth, withdraw the drill pipe, push the sleeve valve pipe 9 and the replacement shell material device as shown in Figure 1 to the design position, and the rear end of the pipe jacking pipe in the sleeve valve pipe and the slurry feed The pipe and the grouting pump are connected,

(2)旋动内外顶紧螺母使其沿骨架镀锌钢管7向前移动,使内、外顶管向前顶紧垫圈使止浆塞受压膨胀,分别封闭钻孔壁8与骨架镀锌钢管7、骨架镀锌钢管7和钢管袖阀管9之间的间隙,实现取代传统套壳料;(2) Turn the inner and outer jacking nuts to move forward along the skeleton galvanized steel pipe 7, so that the inner and outer jacking pipes are pushed forward to tighten the washers so that the stopper is compressed and expanded, and the drilling wall 8 and the skeleton galvanized steel pipe are respectively closed. The gap between the steel pipe 7, the skeleton galvanized steel pipe 7 and the steel sleeve valve pipe 9 can replace the traditional casing material;

(3)注浆时浆液从袖阀管出浆孔流出,进入到袖阀管9和钻孔壁8之间,由于(橡皮)止浆塞阻挡,浆液只能在止浆塞上部位置进入地层,完成该段注浆。(3) During grouting, the grout flows out from the grout hole of the sleeve valve pipe and enters between the sleeve valve pipe 9 and the borehole wall 8. Due to the (rubber) grout stopper blocking, the grout can only enter the formation at the upper part of the grout stopper , to complete the grouting section.

(4)停止注浆后旋动内外顶紧螺母使橡胶止浆塞恢复原状,向后拉动骨架镀锌钢管到下一阶段注浆位置,使止浆塞再次受挤压将钻孔壁与骨架镀锌钢管、骨架镀锌钢管和钢管袖阀管之间间隙封闭,进行该段注浆操作,如此反复后退分段注浆直至该孔注浆结束。(4) After stopping the grouting, turn the inner and outer tightening nuts to restore the rubber stopper to its original shape, and pull the skeleton galvanized steel pipe back to the grouting position of the next stage, so that the stopper is squeezed again to connect the drilling wall and the skeleton The gap between the galvanized steel pipe, the skeleton galvanized steel pipe and the steel sleeve valve pipe is closed, and the grouting operation is carried out in this section, and the step-by-step grouting is repeated until the grouting of the hole is completed.

上述虽然结合附图对本发明的具体实施方式进行了描述,但并非对本发明保护范围的限制,所属领域技术人员应该明白,在本发明的技术方案的基础上,本领域技术人员不需要付出创造性劳动即可做出的各种修改或变形仍在本发明的保护范围以内。Although the specific implementation of the present invention has been described above in conjunction with the accompanying drawings, it does not limit the protection scope of the present invention. Those skilled in the art should understand that on the basis of the technical solution of the present invention, those skilled in the art do not need to pay creative work Various modifications or variations that can be made are still within the protection scope of the present invention.

Claims (7)

1. a kind of application method for being adapted to mini-valve tube elevation angle grouting device, described device includes mini-valve tube, in described sleeve What is be spaced on valve pipe is provided with slurry outlet, and rubber case is set with outside each slurry outlet,
Interior push pipe, skeleton coating steel pipe and outer top are set with outside mini-valve tube successively from inside to outside along the radial direction of mini-valve tube Pipe,
Stop grouting plug in inner ring suit at the top of the skeleton coating steel pipe, outer ring is set with outer stop grouting plug, and the inside and outside only slurry The top axial restraint of plug, the bottom of inside and outside stop grouting plug coordinates with inside and outside push pipe respectively;By driving the upper and lower of inside and outside push pipe The expansion or shrinkage of inside and outside stop grouting plug is realized in movement, and then realizes segmenting slip casting, it is characterised in that:
(1)Design hole depth is drilled into using rig, drilling rod is exited, described device is pushed into design attitude, push pipe in mini-valve tube Rear end connects with pulp-inlet pipe, grouting pump,
(2)By handle turn it is inside and outside hold out against nut make its along skeleton coating steel pipe move forward, and then make inside and outside push pipe to Before hold out against packing ring and make stop grouting plug by compression swelling, close off the wall of a borehole with skeleton coating steel pipe, skeleton coating steel pipe and steel pipe sleeve Gap between valve pipe;
(3)Slurries flow out from mini-valve tube slurry outlet during slip casting, enter between mini-valve tube and borehole sidewall, due to stop grouting plug resistance Gear, slurries can only enter stratum, complete this section of slip casting in stop grouting plug upper position;
(4)The inside and outside nut that holds out against of turn makes rubber stop grouting plug restore to the original state after stopping slip casting, pulls back skeleton coating steel pipe and arrives Next stage slip casting position, makes stop grouting plug be squeezed the wall of a borehole and skeleton coating steel pipe, skeleton coating steel pipe and steel pipe again Gap closing, carries out this section of grouting operation between mini-valve tube, so retreats segmenting slip casting repeatedly until the hole slip casting terminates.
2. the application method of mini-valve tube elevation angle grouting device is adapted to as claimed in claim 1, it is characterised in that described is interior Inner washer is provided with the top and bottom of stop grouting plug, is coordinated with the end of interior push pipe positioned at the inner washer of bottom, in top Packing ring passes through an interior fixing nut axial restraint.
3. the application method of mini-valve tube elevation angle grouting device is adapted to as claimed in claim 1, it is characterised in that described is outer Outer washer is provided with the top and bottom of stop grouting plug, is coordinated with the end of outer push pipe positioned at the outer washer of bottom, positioned at the outer of top Packing ring is by outer fixing nut axial restraint.
4. the application method of mini-valve tube elevation angle grouting device is adapted to as claimed in claim 1, it is characterised in that the skeleton The bottom inner ring of coating steel pipe is installed in one and holds out against nut, is inside held out against nut and is pressed on interior push pipe end, it is described in hold out against Nut is also connected with a handle;By rotary handle so that it is interior hold out against nut along skeleton coating steel pipe inwall inwardly or Move out, and then realize the inside and outside motion of interior push pipe.
5. the application method of mini-valve tube elevation angle grouting device is adapted to as claimed in claim 1, it is characterised in that the skeleton The bottom outer ring of coating steel pipe is installed one and holds out against nut outward, nut is held out against outward and is compressed in outer push pipe end, described outer to hold out against Nut is also connected with a handle;By rotary handle so that it is outer hold out against nut along skeleton coating steel pipe outer wall inwardly or Move out, and then realize the inside and outside motion of outer push pipe.
6. the application method of mini-valve tube elevation angle grouting device is adapted to as claimed in claim 1, it is characterised in that described sleeve The end of valve pipe is connected with grouting device.
7. the application method of mini-valve tube elevation angle grouting device is adapted to as claimed in claim 1, it is characterised in that described sleeve Valve tubing matter is steel pipe.
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CN107882015B (en) * 2017-12-28 2023-06-27 中铁隧道局集团有限公司 Sleeve valve pipe grouting auxiliary device and use method and application thereof
CN109339053B (en) * 2018-11-12 2020-11-20 温岭市宏晟建设有限公司 Bridge slip casting pipe
CN109707416A (en) * 2019-01-08 2019-05-03 重庆市十八土鑫诚灌浆防水工程有限公司 A kind of method that tunnel waterproofing layer reconstruction is repaired
CN109457999A (en) * 2019-01-08 2019-03-12 重庆市十八土鑫诚灌浆防水工程有限公司 A kind of grouting plug
CN111519604A (en) * 2020-04-30 2020-08-11 河北建设勘察研究院有限公司 Deep-hole sleeve valve pipe grouting device and application method thereof
CN215562627U (en) * 2021-05-08 2022-01-18 中铁七局集团第三工程有限公司 A Manually Controllable Sleeve Valve Tube Bidirectional Slurry Stopper
CN113047294B (en) * 2021-05-17 2022-03-04 白求力 Duplex-pipe type multifunctional grouting device and construction method thereof
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