CN207620726U - One kind can undergauge bit - Google Patents
One kind can undergauge bit Download PDFInfo
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- CN207620726U CN207620726U CN201721078007.0U CN201721078007U CN207620726U CN 207620726 U CN207620726 U CN 207620726U CN 201721078007 U CN201721078007 U CN 201721078007U CN 207620726 U CN207620726 U CN 207620726U
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- drill bit
- movable blade
- diameter
- moving vane
- reducible
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Abstract
Description
技术领域technical field
本实用新型涉及地下施工机械相关,尤其涉及一种可直接从预制空心构件中空部分拔出的可缩径钻头。The utility model relates to underground construction machinery, in particular to a diameter-reducible drill bit that can be directly pulled out from a hollow part of a prefabricated hollow member.
背景技术Background technique
目前桩基础施工方法主要由人工挖孔桩,锤击桩,静压桩、钻孔灌注桩等几种,人工挖孔桩效率低,施工人员风险程度高;锤击桩施工过程中噪音污染严重,严格制约其发展;静压桩虽具有低噪音,无污染的特点,但其挤土效应明显,且不能入中、微化岩面,使得高强度预制桩承载能力没有得到充分的发挥;钻孔灌注桩采用泥浆护壁,泥浆污染严重。一种可缩径钻头及其施工方法可以有效解决以上困难。At present, the pile foundation construction methods mainly include manual digging piles, hammering piles, static pressure piles, bored piles, etc. The efficiency of manual digging piles is low, and the risk of construction personnel is high; the noise pollution during the construction of hammering piles is serious , which strictly restricts its development; although the static pressure pile has the characteristics of low noise and no pollution, its soil squeezing effect is obvious, and it cannot penetrate into the middle and micronize the rock surface, so that the bearing capacity of the high-strength prefabricated pile has not been fully exerted; The cast-in-place piles are protected by mud, which causes serious mud pollution. A diameter-reducible drill bit and a construction method thereof can effectively solve the above difficulties.
实用新型内容Utility model content
本实用新型目的是提供一种可缩径钻头。为解决上述问题,可缩径钻头用于预制空心构件施工,既可以实现无挤土施工,又可以选择是否喷浆液、干粉或其他加固材料等进行加固以提高承载力,还可以入岩施工,使预制空心构件的高承载能力得到充分发挥,降低成本,可缩径钻头切削施工,沉桩后可缩径拔出,施工便捷,效率高。The purpose of the utility model is to provide a diameter-reducible drill bit. In order to solve the above problems, the shrinkable drill bit is used in the construction of prefabricated hollow components, which can realize non-extruded soil construction, and can also choose whether to spray grout, dry powder or other reinforcement materials for reinforcement to improve the bearing capacity, and can also be used for rock construction. The high load-carrying capacity of the prefabricated hollow components can be brought into full play, the cost can be reduced, the diameter-reducing drill bit can be cut and constructed, and the diameter can be reduced and pulled out after the pile sinking, so the construction is convenient and the efficiency is high.
本实用新型是通过以下技术方式实现的:The utility model is realized by the following technical means:
一种可缩径钻头,所述钻头主要包括六方接头、活动叶片一、支点螺栓、轴杆、抱箍、专用插销、活动叶片二、喷孔一、活动叶片三、板齿、喷孔二、喷孔三,所述六方接头与钻杆连接,活动叶片一,活动叶片二,活动叶片三均通过支点螺栓和专用插销安装在各自的抱箍上,所述板齿安装在活动叶片三上,所述喷孔设置在轴杆上。A diameter-reducible drill bit, the drill bit mainly includes a hexagonal joint, a movable blade 1, a fulcrum bolt, a shaft, a hoop, a special pin, a movable blade 2, a spray hole 1, a movable blade 3, plate teeth, a spray hole 2, Spray hole three, the hexagonal joint is connected with the drill pipe, the movable blade one, the movable blade two, and the movable blade three are all installed on their respective hoops through fulcrum bolts and special pins, and the plate teeth are installed on the movable blade three, The spray hole is arranged on the shaft.
所述的钻头主要用于内径大于400mm的预制空心构件。The drill bit is mainly used for prefabricated hollow components with an inner diameter greater than 400mm.
所述活动叶片上镶嵌有板齿或截齿。Plate teeth or picks are inlaid on the movable blades.
所述钻头设多个喷孔,可用于喷气、喷浆液和喷干粉。The drill bit is provided with a plurality of spray holes, which can be used for spraying air, spraying slurry liquid and spraying dry powder.
所述专用插销在预制空心构件下沉到位时,在特种桩机提供的拉力下被剪切断或依靠桩体自重剪断,实现叶片收缩。When the prefabricated hollow member sinks in place, the special pin is sheared off under the tension provided by the special pile driver or by the self-weight of the pile body, so as to realize the contraction of the blade.
与现有技术相比,本实用新型提供一种可缩径钻头及其施工方法,具有以下优点:Compared with the prior art, the utility model provides a reduceable drill bit and its construction method, which has the following advantages:
1、采用钻头先掘土后沉桩施工,施工过程中无噪音,无挤土,对环境影响小;1. The drill bit is used to excavate the soil first and then sink the pile for construction. During the construction process, there is no noise, no soil extrusion, and little impact on the environment;
2、钻头活动叶片上可以镶嵌高强度板齿、截齿,可以进行入岩施工,使预制构件承载力在坚硬地层中得到充分发挥,降低施工成本;2. The movable blade of the drill bit can be inlaid with high-strength plate teeth and picks, which can be used for rock-entry construction, so that the bearing capacity of the prefabricated components can be fully exerted in the hard ground, and the construction cost can be reduced;
3、钻头采用多喷孔设计,可根据地质条件选择喷注浆液、干粉或其他加固材料进行加固及提高单桩承载力;3. The drill bit adopts multi-spray hole design, and can choose to inject grout, dry powder or other reinforcement materials according to geological conditions for reinforcement and increase the bearing capacity of single piles;
4、可缩径钻头切削施工,沉桩后可缩径拔出,施工便捷,沉桩效率高。4. Cutting construction with diameter-reduced drill bit, the diameter can be reduced and pulled out after pile sinking, which is convenient for construction and high pile sinking efficiency.
附图说明Description of drawings
图1为可缩径钻头结构示意图Figure 1 is a schematic diagram of the structure of the shrinkable drill bit
1六方接头 2活动叶片一 3支点螺栓 4轴杆 5抱箍 6专用插销 7活动叶片二 8喷孔一 9活动叶片三 10板齿 11喷孔二 12喷孔三1 Hexagonal joint 2 Movable blade 1 3 Pivot bolt 4 Shaft rod 5 Hoop 6 Special pin 7 Movable blade 2 8 Nozzle 1 9 Movable blade 3 10 Teeth 11 Nozzle 2 12 Nozzle 3
图2为可缩径钻头沉桩施工示意图Figure 2 is a schematic diagram of pile sinking construction with shrinkable drill bit
13预制空心构件 14特种桩机 15可缩径钻头13 Prefabricated hollow member 14 Special pile driver 15 Reducible drill bit
图3为可缩径钻头钻头起拔示意图Figure 3 is a schematic diagram of pulling out the drill bit of the reduceable diameter drill bit
具体实施方式Detailed ways
下面结合附图和具体实施例对本实用新型进行详细说明。本实施例以本实用新型技术方案为前提进行实施,给出了详细的实施方式和具体的操作过程,但本实用新型的保护范围不限于下述的实施例。The utility model will be described in detail below in conjunction with the accompanying drawings and specific embodiments. This embodiment is carried out on the premise of the technical solution of the utility model, and the detailed implementation and specific operation process are given, but the protection scope of the utility model is not limited to the following examples.
实施例Example
如图1所示,一种可缩径钻头及其施工方法,所述钻头主要包括六方接头1、活动叶片一2、支点螺栓3、轴杆4、抱箍5、专用插销 6、活动叶片二7、喷孔一8、活动叶片三9、板齿10、喷孔二11、喷孔三12,所述六方接头1与特种桩机钻杆连接,活动叶片一2,活动叶片二7,活动叶片三9均通过支点螺栓2和专用插销6安装在各自的抱箍5上,所述板齿10安装在活动叶片三9上,所述喷孔设置在轴杆上。As shown in Fig. 1, a kind of diameter reducing drill bit and construction method thereof, described drill bit mainly comprises hexagonal joint 1, movable blade 1 2, fulcrum bolt 3, shaft rod 4, hoop 5, special pin 6, movable blade 2 7. Nozzle one 8, movable blade three 9, plate teeth 10, nozzle two 11, nozzle three 12, the hexagonal joint 1 is connected with the special pile driver drill pipe, movable blade one 2, movable blade two 7, movable The three blades 9 are all installed on the respective hoops 5 through the fulcrum bolts 2 and the special bolts 6, the plate teeth 10 are installed on the movable blade three 9, and the spray holes are arranged on the shaft.
本实用新型涉及一种可缩径钻头其施工方法,包括以下步骤:The utility model relates to a construction method of a diameter-reducible drill bit, which comprises the following steps:
1)放样,特种桩机14就位;1) stakeout, special pile driver 14 is in place;
2)拆卸钻杆,将大尺寸预制空心构件13套入钻杆,连接可缩径钻头15,此时可缩径钻头15上活动叶片一2、活动叶片二7、9活动叶片三为张开状态;2) Disassemble the drill pipe, insert the large-size prefabricated hollow member 13 into the drill pipe, and connect the diameter-reducible drill bit 15. At this time, the movable blades 1, 2, 7, and 9 on the diameter-reducible drill bit 15 are opened state;
3)开启机械动力装置,下转,如需要可同时喷浆液、空气或干粉;3) Turn on the mechanical power device, turn it down, and spray grout, air or dry powder at the same time if necessary;
4)至设计标高后,上提可缩径钻头15,强拉剪切专用插销6,活动叶片一2、活动叶片二7、活动叶片三9缩回,紧贴轴杆4;4) After reaching the design elevation, lift the diameter-reducible drill bit 15, pull the special pin 6 for strong shearing, and retract the movable blade 1 2, movable blade 2 7, and movable blade 3 9, and cling to the shaft 4;
5)提出钻杆,重新安装可缩径钻头15上专用插销6,后移至下一施工位置重复前面1)~5)步骤施工。5) Take out the drill pipe, reinstall the special pin 6 on the reduceable drill bit 15, and then move to the next construction position to repeat the previous steps 1) to 5).
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721078007.0U CN207620726U (en) | 2017-08-27 | 2017-08-27 | One kind can undergauge bit |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721078007.0U CN207620726U (en) | 2017-08-27 | 2017-08-27 | One kind can undergauge bit |
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| Publication Number | Publication Date |
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| CN207620726U true CN207620726U (en) | 2018-07-17 |
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| CN201721078007.0U Expired - Fee Related CN207620726U (en) | 2017-08-27 | 2017-08-27 | One kind can undergauge bit |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109424322A (en) * | 2017-08-27 | 2019-03-05 | 上海城地建设股份有限公司 | One kind can undergauge bit and its construction method |
-
2017
- 2017-08-27 CN CN201721078007.0U patent/CN207620726U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109424322A (en) * | 2017-08-27 | 2019-03-05 | 上海城地建设股份有限公司 | One kind can undergauge bit and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 201802 B District 502-1, 518 lane, Heng Hang Road, Jiading District, Shanghai, 502-1 Co-patentee after: SHANGHAI CHENGDI ROCK-SOIL DESIGN Co.,Ltd. Patentee after: Shanghai chengdixiangjiang Data Technology Co.,Ltd. Address before: 201802 B District 502-1, 518 lane, Heng Hang Road, Jiading District, Shanghai, 502-1 Co-patentee before: SHANGHAI CHENGDI ROCK-SOIL DESIGN Co.,Ltd. Patentee before: SHANGHAI CHENGDI CONSTRUCTION Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240103 Address after: Room J815, 3rd Floor, No. 5358 Huyi Road, Jiading District, Shanghai, June 2018 Patentee after: Zhongji Engineering (Shanghai) Geotechnical Co.,Ltd. Address before: Room 502-1, Block B, No. 1, Lane 518, Hengyong Road, Jiading District, Shanghai, 201802 Patentee before: Shanghai chengdixiangjiang Data Technology Co.,Ltd. Patentee before: SHANGHAI CHENGDI ROCK-SOIL DESIGN Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180717 |
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| CF01 | Termination of patent right due to non-payment of annual fee |