CN110847168A - A kind of drilling-anchor-grouting combined construction device and anchor-cable construction method - Google Patents
A kind of drilling-anchor-grouting combined construction device and anchor-cable construction method Download PDFInfo
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- CN110847168A CN110847168A CN201911276117.1A CN201911276117A CN110847168A CN 110847168 A CN110847168 A CN 110847168A CN 201911276117 A CN201911276117 A CN 201911276117A CN 110847168 A CN110847168 A CN 110847168A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/04—Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B15/00—Supports for the drilling machine, e.g. derricks or masts
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B3/00—Rotary drilling
- E21B3/02—Surface drives for rotary drilling
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/02—Drilling rigs characterised by means for land transport with their own drive, e.g. skid mounting or wheel mounting
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/003—Injection of material
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/30—Miscellaneous comprising anchoring details
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Abstract
本发明公开了一种钻锚注组合施工装置及锚索施工方法,将锚索现场施工中的钻孔、锚固、注浆三大工序结合,简化了施工,解决了现有锚索施工中工艺复杂的问题。利用该装置将锚索与注浆管插入锚孔,提高了工作效率,施工基本实现自动化。其工作原理是:先将装置移动至指定位置并固定,调整钻锚注组件倾斜角度,将钻孔装置对准锚索安装设计位置,打开钻孔控制开关进行钻孔,钻孔完成后关闭钻孔控制开关,随后打开旋转开关将锚索安装装置对准钻口孔口位置,关闭旋转开关,打开锚索安装开关将锚索插入孔内,关闭锚索安装开关,打开旋转开关,将注浆装置对准钻孔孔口位置,关闭旋转开关,打开注浆开关,注浆伸缩管伸长进入孔内进行注浆,锚索施工完成。
The invention discloses a drilling-anchor-grouting combined construction device and an anchor-cable construction method, which combine the three major procedures of drilling, anchoring and grouting in the anchor-cable on-site construction, simplifies the construction, and solves the problem of the existing anchor-cable construction technology. complicated question. Using the device to insert the anchor cable and the grouting pipe into the anchor hole, the work efficiency is improved, and the construction is basically automated. Its working principle is: first move the device to the designated position and fix it, adjust the inclination angle of the drilling anchor injection assembly, align the drilling device with the design position of the anchor cable installation, turn on the drilling control switch to drill, and turn off the drilling after the drilling is completed. Hole control switch, then turn on the rotary switch, align the anchor cable installation device with the hole position of the drill hole, close the rotary switch, open the anchor cable installation switch, insert the anchor cable into the hole, turn off the anchor cable installation switch, open the rotary switch, and put the grouting The device is aligned with the position of the drilling hole, the rotary switch is turned off, the grouting switch is turned on, the grouting telescopic pipe is extended into the hole for grouting, and the anchor cable construction is completed.
Description
技术领域technical field
本发明属于土木工程锚索技术领域,具体涉及一种钻锚注组合施工装置及锚索施工方法。The invention belongs to the technical field of anchor cables in civil engineering, and in particular relates to a drilling-anchor-grouting combined construction device and an anchor-cable construction method.
背景技术Background technique
在土木工程建设中,预应力锚固技术已经成为最常见的岩土体加固措施,锚索支护是通过其预应力钢绞线,直接在滑面上产生抗滑阻力,增大抗滑摩擦阻力,使结构面处于压紧状态,以提高边坡岩体的整体性,从而从根本上改善岩体的力学性能,有效地控制岩体的位移,促使其稳定,达到整治顺层、滑坡及危岩、危石的目的。目前,施工工艺大概包括以下步骤:首先利用钻孔技术在土层中钻孔,然后在孔内安装锚索并注浆形成锚固体,锚固体的锚固力通过钢绞线传递给边坡防护结构,从而保证边坡的稳定。目前锚索施工常用的锚注支护技术存在以下缺点:1)现有的锚注支护技术,其钻孔、锚固、注浆等工序需分开进行,而且此过程基本由人工操作完成,施工工艺过于复杂。2)锚索插入锚孔过程中费时费力,工作效率低,且由人工高空作业,存在安全隐患。In civil engineering construction, prestressed anchoring technology has become the most common rock and soil reinforcement measure. The anchor cable support directly generates anti-sliding resistance on the sliding surface through its pre-stressed steel strands and increases the anti-sliding frictional resistance. , so that the structural surface is in a compressed state to improve the integrity of the slope rock mass, thereby fundamentally improving the mechanical properties of the rock mass, effectively controlling the displacement of the rock mass, promoting its stability, and achieving the regulation of bedding, landslides and hazards. The purpose of rocks and dangerous rocks. At present, the construction process roughly includes the following steps: firstly use drilling technology to drill holes in the soil layer, then install anchor cables in the holes and grouting to form anchors, and the anchoring force of the anchors is transmitted to the slope protection structure through steel strands , so as to ensure the stability of the slope. At present, the commonly used anchoring and supporting technology for anchor cable construction has the following shortcomings: 1) The existing anchoring and supporting technology, the drilling, anchoring, grouting and other procedures need to be carried out separately, and this process is basically completed by manual operation. The process is too complicated. 2) The process of inserting the anchor cable into the anchor hole is time-consuming and labor-intensive, and the work efficiency is low, and the artificial high-altitude operation has potential safety hazards.
发明内容SUMMARY OF THE INVENTION
本发明提供了一种钻锚注组合施工装置及锚索施工方法,将锚索现场施工中的钻孔、锚固和注浆三大工序结合,方便操作,简化了施工。The invention provides a drilling-anchor-grouting combined construction device and an anchor-cable construction method, which combine the three major procedures of drilling, anchoring and grouting in the on-site construction of the anchor-cable, which facilitates operation and simplifies construction.
为达到上述目的,一种钻锚注组合施工装置,包括平台组件、钻锚注组件和架线环组件,平台组件包括支撑底盘,支撑底盘上安装有支架和角度控制伸缩杆,支架上端安装有施工平台,施工平台上开设有开口,开口中安装有组件放置板,组件放置板一端铰接在施工平台上;角度控制伸缩杆位于组件放置板另一端的下方;In order to achieve the above purpose, a combined construction device for drilling, anchoring and injection, including a platform assembly, a drilling and anchoring injection assembly and a wire ring assembly, the platform assembly includes a support chassis, a bracket and an angle control telescopic rod are installed on the support chassis, and an upper end of the bracket is installed with a The construction platform is provided with an opening, and a component placement plate is installed in the opening, and one end of the component placement plate is hinged on the construction platform; the angle control telescopic rod is located below the other end of the component placement plate;
组件放置板上固定有钻锚注组件,钻锚注组件包括钻锚注组合装置,钻锚注组合装置设置在壳体中,钻锚注组合装置包括钻孔装置、注浆装置和锚索安装装置,壳体侧壁开设有第一安装孔,第二安装孔和第三安装孔,第一安装孔用于伸出钻孔装置的钻头,第二安装孔用于伸出注浆装置的注浆管,第三安装孔用于伸出锚索安装装置,锚索安装装置中设置有用于将空心杆件分为多个腔体的分隔件;壳体侧壁开设有注浆管连接口和锚索插入孔;架线环组件上开设有多个用于穿过锚索的凹槽。A drill, anchor and injection assembly is fixed on the component placement plate. The drill, anchor and injection assembly includes a drill, anchor and injection assembly. The drill, anchor and injection device is arranged in the casing. The drill, anchor and injection device includes a drilling device, a grouting device and an anchor cable installation. The side wall of the casing is provided with a first installation hole, a second installation hole and a third installation hole, the first installation hole is used to extend the drill bit of the drilling device, and the second installation hole is used to extend the injection hole of the grouting device. The grouting pipe, the third installation hole is used to extend the anchor cable installation device, and the anchor cable installation device is provided with a partition for dividing the hollow rod into a plurality of cavities; the side wall of the shell is provided with a grouting pipe connection port and The anchor cable is inserted into the hole; a plurality of grooves for passing through the anchor cable are provided on the wire harnessing ring assembly.
进一步的,钻孔装置为两段式电动伸缩杆件,包括第一后段空心杆件和套设于第一后段空心杆件中的钻头;注浆装置为两段式电动伸缩杆件,包括第二空心杆件和套设于第二后段空心杆件中的注浆管;锚索安装装置为电动伸缩式的空心杆件,空心杆件用于和架线环组件配合将锚索插入钻孔内。Further, the drilling device is a two-stage electric telescopic rod, including a first rear hollow rod and a drill bit sleeved in the first rear hollow rod; the grouting device is a two-stage electric telescopic rod, It includes a second hollow rod and a grouting pipe sleeved in the second rear hollow rod; the anchor cable installation device is an electric telescopic hollow rod, and the hollow rod is used to cooperate with the wire-laying ring assembly to attach the anchor cable Insert into drilled hole.
进一步的,支架为垂直伸缩支架,直伸缩支架为电动伸缩杆。Further, the bracket is a vertical telescopic bracket, and the straight telescopic bracket is an electric telescopic rod.
进一步的,施工平台上开设有锚索插入孔和浆液输送管插入孔。Further, the construction platform is provided with an anchor cable insertion hole and a slurry delivery pipe insertion hole.
进一步的,钻锚注组件与钻孔相对的侧壁上固定有支撑板。Further, a support plate is fixed on the side wall of the drill anchor injection assembly opposite to the drill hole.
进一步的,施工平台外周固定有围护壁。Further, an enclosure wall is fixed on the outer periphery of the construction platform.
进一步的,支撑底盘下端安装有四个万向轮。Further, four universal wheels are installed at the lower end of the support chassis.
基于上述的一种钻锚注组合施工装置的锚索施工方法,包括以下步骤:An anchor cable construction method based on the above-mentioned drilling-anchor-grouting combined construction device, comprising the following steps:
步骤1、将钻锚注组合施工装置移动至施工位置并固定,使钻锚注组合施工装置对准锚索的设计位置,使钻锚注组件的倾斜角度达到设计要求;
步骤2、将钻孔装置旋转至钻孔设计位置,打开钻孔装置进行钻孔;
步骤3、将锚索安装装置对准钻孔位置,将锚索由锚索安装装置端口穿出,并利用架线环将锚索连接,打开锚索安装装置,锚索安装装置的电动伸缩杆推动架线环前移,同时带动锚索进入钻孔内,锚索安装完成后,关闭锚索安装装置;
步骤4、将注浆装置对准钻孔位置后,将注浆管与注浆管连接口连接,打开注浆装置,使注浆装置的伸缩杆进入钻孔内,浆液沿该伸缩杆内的空腔进入钻孔内进行注浆,注浆完成后关闭注浆装置,锚索施工完成。Step 4. After aligning the grouting device with the drilling position, connect the grouting pipe to the connection port of the grouting pipe, open the grouting device, and make the telescopic rod of the grouting device enter the drilling hole, and the grout will flow along the groove in the telescopic rod. The cavity enters the borehole for grouting. After the grouting is completed, the grouting device is closed and the anchor cable construction is completed.
与现有技术相比,本发明至少具有以下有益的技术效果:Compared with the prior art, the present invention has at least the following beneficial technical effects:
将钻孔、锚索安装和注浆三大工艺结合,利用一个装置即可实现钻孔、锚索安装和注浆,大大简化了施工流程,节约了大量劳动力。使得锚索施工基本实现自动化,操作管理难度降低。Combining the three major processes of drilling, anchor cable installation and grouting, drilling, anchor cable installation and grouting can be realized with one device, which greatly simplifies the construction process and saves a lot of labor. The construction of the anchor cable is basically automated, and the difficulty of operation and management is reduced.
进一步的,利用伸缩杆将锚索与注浆管插入锚孔中,提高了施工机械化程度从而提高了施工效率。缩短了工程工期,降低了施工成本。Further, the use of the telescopic rod to insert the anchor cable and the grouting pipe into the anchor hole improves the degree of construction mechanization and thus improves the construction efficiency. Shorten the construction period and reduce the construction cost.
进一步的,钻锚注组件与钻孔相对的侧壁上固定有支撑板,支撑板用于避免钻锚注组件与土层直接接触使土颗粒进入钻锚注组件内部而导致其损坏,且对钻锚注组件起支撑作用。Further, a support plate is fixed on the side wall of the drill-anchor-grouting assembly opposite to the borehole, and the support plate is used to prevent the drill-anchor-grouting assembly from directly contacting the soil layer and causing soil particles to enter into the drill-anchor-grouting assembly and cause its damage, and to prevent damage to the drill-anchor-grouting assembly. The drill anchor injection assembly plays a supporting role.
进一步的,锚索安装装置中设置有用于将空心杆件分为多个腔体的分隔件,防止锚索缠绕。Further, the anchor cable installation device is provided with a partition for dividing the hollow rod into a plurality of cavities to prevent the anchor cable from entanglement.
进一步的,施工平台外周固定有围护壁,保护了施工人员安全,降低了施工安全隐患。进一步的,支撑底盘下端安装有四个万向轮,方便移动。Further, the outer periphery of the construction platform is fixed with a protective wall, which protects the safety of construction personnel and reduces the hidden danger of construction safety. Further, four universal wheels are installed at the lower end of the support chassis for easy movement.
一种基于上述钻锚注组合施工装置的锚索施工方法,利用上述装置,将钻孔、锚索安装和注浆三大工艺结合,依次将钻孔、锚索安装和注浆装置移动至设计的钻孔位置,进行钻孔、锚索安装和注浆,大大简化了施工流程,节约了大量劳动力。使得锚索施工基本实现自动化,操作管理难度降低。An anchor cable construction method based on the above-mentioned drilling-anchor-grouting combined construction device, using the above-mentioned device to combine the three major processes of drilling, anchor cable installation and grouting, and sequentially moving the drilling, anchor cable installation and grouting device to the design Drilling, anchor cable installation and grouting can greatly simplify the construction process and save a lot of labor. The construction of the anchor cable is basically automated, and the difficulty of operation and management is reduced.
附图说明Description of drawings
图1为设备整体示意图;Fig. 1 is the overall schematic diagram of the equipment;
图2为钻锚注组件正面示意图;Figure 2 is a schematic front view of the drilling anchor injection assembly;
图3为钻锚注组件侧面示意图;Figure 3 is a schematic side view of the drill anchor injection assembly;
图4为钻孔及工作示意图;Figure 4 is a schematic diagram of drilling and work;
图5为注浆及工作示意图;Figure 5 is a schematic diagram of grouting and work;
图6为锚索及工作示意图;Figure 6 is a schematic diagram of the anchor cable and its work;
图7为支撑板图;Figure 7 is a support plate diagram;
图8为连接轴组件图;Figure 8 is a diagram of a connecting shaft assembly;
图9为架线环组件图;Fig. 9 is the wiring ring assembly diagram;
图10为平台组件整体示意图;Figure 10 is an overall schematic diagram of the platform components;
图11为平台组件侧面示意图;Figure 11 is a schematic side view of the platform assembly;
图12为平台组件俯视图;Figure 12 is a top view of the platform assembly;
图13为电动伸缩移动平台底部结构示意图。Figure 13 is a schematic diagram of the bottom structure of the electric telescopic mobile platform.
附图中:1、钻锚注组件;1-1、组合开关装置;1-1-1、开关盖板;1-1-2、伸缩和钻孔开关;1-1-3、注浆开关;1-1-4、锚索安装开关;1-1-5、旋转开关;1-2钻锚注组合装置;1-2-1、钻孔装置;1-2-2、注浆装置;1-2-3、锚索安装装置;1-2-4、注浆管连接口;1-2-5、锚索插入孔;2、支撑板;3、连接轴组件;4、架线环组件;5、平台组件;5-1、围护壁;5-2、锚索插入孔;5-3、钻锚注组件放置板;5-4、施工平台;5-5、垂直伸缩支架;5-6、角度控制伸缩杆;5-7、支撑底盘;5-8、万向轮;5-9、浆液输送管插入孔。In the drawings: 1. Drilling anchor injection assembly; 1-1. Combination switch device; 1-1-1, switch cover plate; 1-1-2, telescopic and drilling switch; 1-1-3, grouting switch ;1-1-4, Anchor cable installation switch; 1-1-5, Rotary switch; 1-2 Drilling, anchoring and grouting combination device; 1-2-1, Drilling device; 1-2-2, Grouting device; 1-2-3, anchor cable installation device; 1-2-4, grouting pipe connection port; 1-2-5, anchor cable insertion hole; 2, support plate; 3, connecting shaft assembly; 4, wire ring Component; 5. Platform component; 5-1, Enclosure wall; 5-2, Anchor cable insertion hole; 5-3, Drilling anchor injection component placement plate; 5-4, Construction platform; 5-5, Vertical telescopic bracket; 5-6. Angle control telescopic rod; 5-7. Supporting chassis; 5-8. Universal wheel; 5-9. Insertion hole for slurry conveying pipe.
具体实施方式Detailed ways
下面结合附图和具体实施方式对本发明进行详细说明。The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
术语“上”、“下”、“前”、“后”、“左”、“右”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。The orientation or positional relationship indicated by the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", etc. The orientation or positional relationship shown in the figures is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a reference to the present invention. Invention limitations.
参照图1,钻锚注组合施工装置,包括钻锚注组件1、支撑板2、连接轴组件3、架线环组件4和平台组件5。Referring to FIG. 1 , the drill-anchor-grouting combined construction device includes a drill-anchor-
参照图2,钻锚注组件1包括组合开关装置1-1、钻锚注组合装置1-2和壳体1-3。组合开关装置1-1设置在壳体1-3侧壁。Referring to FIG. 2 , the drill-
参照图3,其中,组合开关装置1-1包括:开关盖板1-1-1以及并排设置在壳体1-3侧壁的伸缩和钻孔开关1-1-2、注浆开关1-1-3、锚索安装开关1-1-4和旋转开关1-1-5。伸缩和钻孔开关1-1-2和钻孔装置1-2-1电连接,注浆开关1-1-3和注浆装置1-2-2电连接,锚索安装开关1-1-4和锚索安装装置1-2-3电连接。开关盖板1-1-1铰接在壳体1-3侧壁,用于保护开关按钮。伸缩和钻孔开关1-1-2:为两次按压式按钮,第一次按下,内置触点连通直流电机,驱动钻杆的伸缩,第二次按下连通旋转电机用于控制钻头旋转钻进施工。注浆开关1-1-3:用于控制注浆施工。锚索安装开关1-1-4:用于进行锚索安装施工。旋转开关1-1-5:开关按下后连通旋转电机,通过旋转电机将钻孔装置、锚索安装装置、注浆装置旋转至锚索安装的初始位置。3, wherein, the combination switch device 1-1 includes: a switch cover 1-1-1, a telescopic and drilling switch 1-1-2 and a grouting switch 1- 1-3. Anchor cable installation switch 1-1-4 and rotary switch 1-1-5. The telescopic and drilling switch 1-1-2 is electrically connected to the drilling device 1-2-1, the grouting switch 1-1-3 is electrically connected to the grouting device 1-2-2, and the anchor cable installation switch 1-1- 4. Electrically connect with the anchor cable installation device 1-2-3. The switch cover plate 1-1-1 is hinged on the side wall of the housing 1-3 to protect the switch button. Telescopic and drilling switch 1-1-2: It is a double push button, the first time is pressed, the built-in contact is connected to the DC motor, which drives the expansion and contraction of the drill pipe, and the second time is pressed to connect the rotary motor to control the rotation of the drill bit Drill into construction. Grouting switch 1-1-3: used to control grouting construction. Anchor cable installation switch 1-1-4: used for anchor cable installation construction. Rotary switch 1-1-5: After the switch is pressed, the rotary motor is connected, and the drilling device, the anchor cable installation device and the grouting device are rotated to the initial position of the anchor cable installation through the rotary motor.
壳体1-3后壁开设有注浆管连接口1-2-4和锚索插入孔1-2-5,前壁开设有第一安装孔,第二安装孔和第三安装孔,第一安装孔用于伸出钻孔装置1-2-1的钻头,第二安装孔用于伸出注浆装置1-2-2的注浆管,第三安装孔用于伸出锚索安装装置1-2-3。The rear wall of the casing 1-3 is provided with a grouting pipe connection port 1-2-4 and an anchor cable insertion hole 1-2-5, and the front wall is provided with a first installation hole, a second installation hole and a third installation hole. An installation hole is used to extend the drill bit of the drilling device 1-2-1, the second installation hole is used to extend the grouting pipe of the grouting device 1-2-2, and the third installation hole is used to extend the anchor cable for installation Device 1-2-3.
参照图4至图6,钻锚注组合装置1-2包括:钻孔装置1-2-1、注浆装置1-2-2、锚索安装装置1-2-3、注浆管连接口1-2-4和锚索插入孔1-2-5。钻孔装置1-2-1、注浆装置1-2-2、锚索安装装置1-2-3设置在壳体1-3中,并从壳体1-3前壁伸出,注浆管连接口1-2-4和锚索插入孔1-2-5均开设在壳体1-3的后壁。4 to 6 , the drilling-anchor-grouting device 1-2 includes: a drilling device 1-2-1, a grouting device 1-2-2, an anchor cable installation device 1-2-3, and a grouting pipe connection port 1-2-4 and anchor cable insertion hole 1-2-5. The drilling device 1-2-1, the grouting device 1-2-2, and the anchor cable installation device 1-2-3 are arranged in the casing 1-3 and protrude from the front wall of the casing 1-3 for grouting Both the pipe connection port 1-2-4 and the anchor cable insertion hole 1-2-5 are opened on the rear wall of the housing 1-3.
钻孔装置1-2-1为两段式电动伸缩杆件,前段为紧卡于后段空心杆件端部的实心钻头,后段为空心杆件,用于钻孔施工。Drilling device 1-2-1 is a two-stage electric telescopic rod, the front part is a solid drill bit tightly clamped to the end of the rear hollow rod, and the rear part is a hollow rod, which is used for drilling construction.
注浆装置1-2-2为两段式电动伸缩杆件,两段均为空心杆件,前段空心杆件紧卡于后端空心杆件端部,用于注浆施工。The grouting device 1-2-2 is a two-stage electric telescopic rod, both of which are hollow rods. The front hollow rod is tightly clamped to the end of the rear hollow rod for grouting construction.
锚索安装装置1-2-3为一段式电动伸缩杆件,为空心杆件,空心杆件中设置有用于将空心杆件分为四个腔体的分隔件,四根锚索由该端口穿出,通过杆件往复伸缩可将锚索插入钻孔内。The anchor cable installation device 1-2-3 is a one-stage electric telescopic rod, which is a hollow rod. The hollow rod is provided with a partition for dividing the hollow rod into four cavities, and the four anchor cables are connected by the port. Through the rod, the anchor cable can be inserted into the drill hole through the reciprocating expansion and contraction of the rod.
注浆管连接口1-2-4为螺纹状注浆管连接口,外连浆液输送管。锚索插入孔1-2-5:锚索由插入孔穿入,并由钻锚注组件的锚索安装装置端口穿出。The connection port 1-2-4 of the grouting pipe is a threaded grouting pipe connection port, which is connected with a slurry conveying pipe. Anchor cable insertion hole 1-2-5: The anchor cable is inserted through the insertion hole and passed through the anchor cable installation device port of the drill anchor injection assembly.
参照图7,支撑板2上开设有用于穿过钻孔装置1-2-1、注浆装置1-2-2和锚索安装装置1-2-3的通孔,支撑板2四角开设有用于连接轴组件3的螺纹孔。支撑板2通过四个连接轴组件3固定在壳体1-3前壁外侧,避免钻锚注组件1与土层直接接触使土颗粒进入钻锚注组件内部而导致其损坏,且对钻锚注组件起支撑作用。7, the
参照图8,连接轴组件3用于将钻锚注组件1和支撑板2连接在一起,起连接枢纽作用,连接轴组件3为柱体,连接轴组件3两端设置有螺纹。8 , the connecting
参照图9,架线环组件4:架线环组件4为圆盘形,架线环组件4上开设有4个用于穿过锚索的凹槽,在锚索安装前,将待安装的锚索插入凹槽中,将架线环组件4放在锚索安装装置1-2-3前端,架线环组件4的直径大于锚索安装装置1-2-3的内径,用于将四根锚索连接,并且锚索和架线环组件4形成一个整体,锚索安装装置1-2-3通过伸长过程推动架线环组件4前移同时将锚索插入钻孔内。Referring to Figure 9, the wire loop assembly 4: the wire loop assembly 4 is disc-shaped, and the wire loop assembly 4 is provided with four grooves for passing through the anchor cable. Before the anchor cable is installed, the to-be-installed The anchor cable is inserted into the groove, and the wire ring assembly 4 is placed at the front end of the anchor cable installation device 1-2-3. The diameter of the wire frame ring assembly 4 is larger than the inner diameter of the anchor cable installation device 1-2-3. The anchor cable is connected, and the anchor cable and the wire loop assembly 4 are formed as a whole, and the anchor cable installation device 1-2-3 pushes the wire wire loop assembly 4 forward through the elongation process while inserting the anchor wire into the drilled hole.
参照图10至图13,平台组件5包括:围护壁5-1、钻锚注组件放置板5-3、施工平台5-4、垂直伸缩支架5-5、角度控制伸缩杆5-6、支撑底盘5-7和万向轮5-8。10 to 13 , the platform assembly 5 includes: an enclosure wall 5-1, a drilling, anchoring and injection assembly placement plate 5-3, a construction platform 5-4, a vertical telescopic support 5-5, an angle control telescopic rod 5-6, Support chassis 5-7 and universal wheel 5-8.
支撑底盘5-7为圆盘形,支撑底盘5-7下端安装有四个万向轮5-8,支撑底盘5-7上安装有一个角度控制伸缩杆5-6和四个垂直伸缩支架5-5,四个垂直伸缩支架5-5均匀布置,且位于同一圆周上。角度控制伸缩杆5-6位于组件放置板5-3正下方,当角度控制伸缩杆5-6的高度高于垂直伸缩支架5-5的高度时,组件放置板5-3倾斜,可利用角度控制伸缩杆5-6和垂直伸缩支架5-5的高度差,调节组件放置板5-3的倾斜角度,进而调节钻锚注组件1的倾斜角度。垂直伸缩支架5-5和角度控制伸缩杆5-6均为电动伸缩杆,角度控制伸缩杆5-6的直径大于垂直伸缩支架5-5的直径。垂直伸缩支架5-5上端安装有圆形的施工平台5-4,施工平台5-4上开设有锚索插入孔5-2和浆液输送管插入孔5-9;施工平台5-4上开设有U形开口,所述U形开口中安装有组件放置板5-3,组件放置板5-3一端铰接在施工平台5-4上;钻锚注组件放置板5-3上设置有用于定位钻锚注组件1位置的定位框;施工平台5-4外周固定有围护壁5-1,围护壁5-1为环形。The supporting chassis 5-7 is disc-shaped, four universal wheels 5-8 are installed at the lower end of the supporting chassis 5-7, and an angle control telescopic rod 5-6 and four vertical telescopic brackets 5 are installed on the supporting chassis 5-7 -5, the four vertical telescopic supports 5-5 are evenly arranged and located on the same circumference. The angle control telescopic rod 5-6 is located directly under the component placement plate 5-3. When the height of the angle control telescopic rod 5-6 is higher than the height of the vertical telescopic bracket 5-5, the component placement plate 5-3 is inclined and the angle can be used. Control the height difference between the telescopic rod 5-6 and the vertical telescopic support 5-5, adjust the inclination angle of the component placement plate 5-3, and then adjust the inclination angle of the drilling
环状围护壁5-1:起保护施工人员安全的作用。浆液输送管插入孔5-9:锚索安装时,将锚索从5-2锚索插入孔内穿过再通过锚索插入孔1-2-5穿入锚索安装装置1-2-3中,使锚索安装装置1-2-3将其推入钻孔内。注浆时,将注浆管与注浆管连接口1-2-4连接。钻锚注组件放置板5-3:用于安装钻锚注组件1,并通过角度控制伸缩杆5-6控制其施工角度,从而准确调整钻孔角度以及锚索安装角度。圆形带孔施工平台5-4:为施工工作人员施工平台。垂直伸缩支架5-5:调整装置高度以使其达到锚索设计高度。角度控制伸缩杆5-6:通过控制钻锚注组件1的施工角度来控制钻孔角度和锚索插入角度,从而使锚索能够按照设计角度进行施工。支撑底盘5-7:对上部结构起支撑作用。万向轮5-8:将装置移动至施工位置并固定在指定位置,且具备滚轮锁死功能,能够防止装置移动,起移动、固定和支撑作用。Ring-shaped enclosure wall 5-1: plays the role of protecting the safety of construction workers. Slurry pipe insertion hole 5-9: When the anchor cable is installed, pass the anchor cable through the anchor cable insertion hole 5-2 and then through the anchor cable insertion hole 1-2-5 into the anchor cable installation device 1-2-3 , push the anchor cable installation device 1-2-3 into the drilled hole. When grouting, connect the grouting pipe to the connection port 1-2-4 of the grouting pipe. Drill anchor injection assembly placement plate 5-3: used to install the drill
本发明的使用方法如下:The using method of the present invention is as follows:
利用万向轮5-8将整个装置移动到指定位置并固定,调整垂直伸缩支架5-5使装置对准锚索的设计位置,改变角度控制伸缩杆5-6的长度使钻锚注组件1的倾斜角度达到设计要求,利用旋转开关1-1-5将钻孔装置旋转至钻孔设计位置,关闭旋转开关1-1-5,打开伸缩和钻孔开关1-1-2进行伸缩和钻孔,钻孔结束后,关闭、伸缩钻孔开关1-1-2;打开旋转开关1-1-5,将锚索安装装置对准钻孔位置,关闭旋转开关,将锚索由锚索安装装置1-2-3端口穿出,并利用架线环4将锚索连接,两者形成一个整体,打开锚索安装装置开关,电动伸缩杆推动架线4环前移,同时带动锚索进入钻孔内,锚索安装完成后,关闭锚索安装开关;打开旋转开关,将注浆装置1-2-2对准孔位后,关闭旋转开关,将注浆管与注浆管连接口1-2-4连接,打开注浆装置开关,使伸缩杆进入钻孔内,浆液沿该注浆管进入钻孔内进行注浆,注浆完成,关闭注浆开关,锚索施工完成。Use the universal wheel 5-8 to move the whole device to the designated position and fix it, adjust the vertical telescopic bracket 5-5 to make the device align with the design position of the anchor cable, and change the angle to control the length of the telescopic rod 5-6 to make the drilling
以上内容仅为说明本发明的技术思想,不能以此限定本发明的保护范围,凡是按照本发明提出的技术思想,在技术方案基础上所做的任何改动,均落入本发明权利要求书的保护范围之内。The above content is only to illustrate the technical idea of the present invention, and cannot limit the protection scope of the present invention. Any changes made on the basis of the technical solution according to the technical idea proposed by the present invention all fall within the scope of the claims of the present invention. within the scope of protection.
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