CN220599702U - An airbag wall-protecting drill bit-changing rectangular deep hole drilling rig - Google Patents
An airbag wall-protecting drill bit-changing rectangular deep hole drilling rig Download PDFInfo
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Abstract
本实用新型公开了一种气囊护壁式钻头变向矩形深孔钻机,包括一具有缆索的钻车及缆索下端吊装的钻机,钻机包括依次连接设置的管道固定架、岩渣处理机构和多功能钻组件,岩渣处理机构包括搅拌装置、破碎装置、吸渣系统、排渣系统及注浆系统;管道固定架外围或管道固定架和搅拌装置两者外围安装有气囊组件;多功能钻组件包括若干圆柱钻组件、U形叉板、滑动反力架及水平液压缸,水平液压缸固定在滑动反力架上并驱动U形叉板作侧向移动。本实用新型的优点是:通过缆索、气囊、带间隔布设绞刀和滚刀的水平和竖向圆柱钻组件,实现在深层软土、碎石、卵石、堆积体等地层内钻挖水平悬臂或带加腋水平悬臂结构矩形桩孔的目的。
The utility model discloses a rectangular deep hole drilling rig with an airbag wall-protecting drill bit, which includes a drilling rig with a cable and a drilling rig that is hoisted at the lower end of the cable. The drilling rig includes a pipeline fixing frame, a rock slag processing mechanism and a multi-functional drilling rig that are connected and arranged in sequence. Components, the rock slag processing mechanism includes a mixing device, a crushing device, a slag suction system, a slag discharge system and a grouting system; an airbag component is installed on the periphery of the pipe fixing frame or both the pipe fixing frame and the mixing device; the multi-functional drill assembly includes several Cylindrical drill assembly, U-shaped fork plate, sliding reaction frame and horizontal hydraulic cylinder. The horizontal hydraulic cylinder is fixed on the sliding reaction frame and drives the U-shaped fork plate to move laterally. The advantages of this utility model are: through cables, air bags, and horizontal and vertical cylindrical drill assemblies with cutters and hobs arranged at intervals, it is possible to drill horizontal cantilevers or drills in deep soft soil, gravel, pebbles, accumulations and other strata. Purpose of rectangular pile hole with haunched horizontal cantilever structure.
Description
技术领域Technical field
本实用新型涉及抗滑桩钻孔机设备的技术领域,尤其是一种气囊护壁式钻头变向矩形深孔钻机。The utility model relates to the technical field of anti-slip pile boring machine equipment, in particular to an airbag wall-protecting drill bit-changing rectangular deep hole drilling machine.
背景技术Background technique
在边坡支护、路基构筑、基坑开挖和隧道进出口建设等工程中,抗滑桩是一种能够将岩土体侧向推力传递到滑动面以下稳固地层中,抵抗侧向推力,治理工程和地质灾害的最有效措施。抗滑桩分为矩形截面抗滑桩和圆形截面抗滑桩。矩形抗滑桩拥有侧向刚度大、单桩承载力高等优势,能有效增强抗滑力,提升抗滑系数。因此,矩形截面抗滑桩被广泛地应用于各个工程领域。In projects such as slope support, roadbed construction, foundation pit excavation, and tunnel entrance and exit construction, anti-slide piles are a type of pile that can transfer the lateral thrust of the rock and soil mass to the stable stratum below the sliding surface, resisting the lateral thrust. The most effective measures to control engineering and geological disasters. Anti-slide piles are divided into rectangular cross-section anti-slide piles and circular cross-section anti-slide piles. Rectangular anti-sliding piles have the advantages of large lateral stiffness and high single pile bearing capacity, which can effectively enhance the anti-sliding force and improve the anti-sliding coefficient. Therefore, rectangular cross-section anti-slide piles are widely used in various engineering fields.
传统的矩形截面抗滑桩截面较大,并且不能充分利用桩前岩土体强度。对于带水平悬臂结构的抗滑桩,水平悬臂可以充分地利用桩前岩土体的强度,提高抗滑桩的抗滑能力,但带水平悬臂矩形抗滑桩的水平悬臂桩孔成孔难度极大。传统的矩形截面抗滑桩通常采用人工开挖和机械开挖方式,人工挖孔桩施工造成的坍塌事故总数的65 %,并且效率低、成本高,机械开挖更加安全高效。对于软土、碎石、卵石、堆积体等破碎岩土体,桩孔开挖时需要采用泥浆护壁等措施,防止塌孔。因此,在软土、破碎性岩土层内采用机械钻挖带水平悬臂矩形抗滑桩的桩孔对于保证施工人员安全、提高效率具有重要的意义。The traditional rectangular cross-section anti-slide pile has a large cross-section and cannot fully utilize the strength of the rock and soil in front of the pile. For anti-slide piles with a horizontal cantilever structure, the horizontal cantilever can make full use of the strength of the rock and soil in front of the pile and improve the anti-sliding ability of the anti-slide pile. However, it is extremely difficult to form holes for horizontal cantilever piles with rectangular anti-slide piles. big. Traditional rectangular cross-section anti-slide piles usually use manual excavation and mechanical excavation. 65% of the total collapse accidents caused by manual digging pile construction are low in efficiency and high cost. Mechanical excavation is safer and more efficient. For broken rock and soil such as soft soil, gravel, pebbles, and accumulations, measures such as mud wall protection must be used during pile hole excavation to prevent hole collapse. Therefore, the use of mechanical drilling to dig pile holes with horizontal cantilevered rectangular anti-slide piles in soft soil and broken rock and soil layers is of great significance to ensure the safety of construction workers and improve efficiency.
目前矩形钻孔机钻挖设备多样,例如:At present, there are various drilling equipment for rectangular drilling machines, such as:
专利号CN 106836354 A《矩形抗滑桩机械成孔装置》通过多个切削片构成矩形铲头,铲头的后端设有配重或液压推进装置实现矩形桩孔的钻挖。Patent No. CN 106836354 A "Mechanical Hole Forming Device for Rectangular Anti-Slide Piles" uses multiple cutting blades to form a rectangular shovel head. The rear end of the shovel head is equipped with a counterweight or hydraulic propulsion device to realize drilling of rectangular pile holes.
专利号CN 103244053 A《矩形钻孔机》主要是通过两个凸轮体驱动两个钢框下部均布的T型刀头相向、往复运动,切削土体成矩形孔。Patent No. CN 103244053 A "Rectangular Drilling Machine" mainly uses two cam bodies to drive two T-shaped cutter heads evenly distributed at the bottom of the steel frame to move toward each other and reciprocate, cutting the soil into a rectangular hole.
专利号CN 104533300 A《矩形钻孔机》在矩形传动箱底部设置锥形钻头和在四个侧面设置十字形长刀,锥形钻头钻进形成圆形桩孔,然后通过十字长刀旋转切削修整为矩形桩孔。Patent No. CN 104533300 A "Rectangular Drilling Machine" A conical drill bit is set at the bottom of the rectangular transmission box and cross-shaped long knives are set on the four sides. The conical drill bit drills to form a circular pile hole, and then is cut and trimmed by rotating the cross-long knives. It is a rectangular pile hole.
专利号CN 207715083 U《一种矩形抗滑桩成孔钻机》主要是在钻杆底部设置圆形钻筒和矩形钻筒,圆形钻筒旋进成圆形桩孔,然后通过矩形钻筒切削圆形桩孔周围土体形成矩形桩孔。Patent No. CN 207715083 U "A rectangular anti-slip pile hole drilling machine" mainly sets a circular drill barrel and a rectangular drill barrel at the bottom of the drill pipe. The circular drill barrel is screwed into a circular pile hole, and then cut through the rectangular drill barrel. The soil surrounding the circular pile hole forms a rectangular pile hole.
专利号CN 105951798 A《一种矩形钻孔机》主要是通过电机驱动四个带搅刀的凹腰圆柱切削土体,钻挖成矩形桩孔。Patent No. CN 105951798 A "A Rectangular Drilling Machine" mainly drives four concave-waisted cylinders with stirrers through a motor to cut soil and drill into rectangular pile holes.
现有的钻孔机主要在岩土体内形成竖向矩形桩孔,但存在以下问题:(1)既无法实现土体内钻挖带水平悬臂或带加腋水平悬臂结构的矩形抗滑桩桩孔,更无法实现在软土、碎石、卵石、堆积体等地层内的钻挖;(2)采用其他机械(抓斗)或辅助措施(泥浆正循环排渣法)清理桩孔内渣土,钻挖和排渣设备集成度低,钻孔施工效率低和成本高。Existing drilling machines mainly form vertical rectangular pile holes in the rock and soil, but there are the following problems: (1) It is impossible to drill rectangular anti-slide pile holes with a horizontal cantilever or a haunched horizontal cantilever structure in the soil. , and it is even more impossible to drill in soft soil, gravel, pebbles, accumulations and other strata; (2) Use other machinery (grabs) or auxiliary measures (mud positive circulation slag discharge method) to clean the debris in the pile holes, The integration of drilling and slag discharge equipment is low, and the drilling construction efficiency is low and the cost is high.
发明内容Contents of the invention
本实用新型的目的是根据上述现有技术的不足,提供了一种气囊护壁式钻头变向矩形深孔钻机,对于软土、碎石、卵石、堆积体等地层中钻挖深桩孔,钻机通过缆索进行起吊,在钻机底部设置带间隔布设绞刀和滚刀的竖向和水平多功能圆柱钻,滚刀刀刃高于绞刀,便于滚刀压裂岩石后绞刀进行破碎处理;气囊套设在钻机外围,在钻机钻挖桩孔过程中对气囊进行充气,气囊支护钻挖桩孔周围岩土体,并跟进钻机钻挖;首先通过钻机自重产生压力驱动多功能钻组件的竖向钻头钻挖竖向矩形桩孔至水平悬臂设计深度;然后通过背部布设水平多级液压装置的多功能圆柱钻钻挖水平悬臂的矩形桩孔,或通过多功能圆柱钻沿竖向和水平方向同时钻挖加腋和水平悬臂桩孔,钻挖完成后收回多功能圆柱钻;最后多功能圆柱钻沿竖向继续钻挖至设计深度,可实现在软土、碎石、卵石、堆积体等地层中采用钻机钻挖带水平悬臂或带加腋水平悬臂矩形抗滑桩的深桩孔,节省工期和施工成本,提高工作效率,保证工程质量和施工人员的安全。The purpose of this utility model is to provide an airbag wall-protecting drill bit-changing rectangular deep hole drilling rig based on the above-mentioned shortcomings of the prior art. The drilling rig is suitable for drilling deep pile holes in soft soil, gravel, pebbles, accumulations and other strata. Lifting is carried out by cables, and a vertical and horizontal multifunctional cylindrical drill with reamers and hobs arranged at intervals is set at the bottom of the drilling rig. The hob blade is higher than the reamer, which facilitates the reamer for crushing after the hob crushes the rock; air bag cover Located on the periphery of the drilling rig, the air bag is inflated during the drilling of pile holes by the drilling rig. The air bag supports the rock and soil surrounding the pile holes and follows the drilling of the drilling rig. First, the pressure generated by the drilling rig's own weight drives the vertical axis of the multi-functional drilling assembly. Drill vertical rectangular pile holes to the drill bit to the design depth of the horizontal cantilever; then drill the rectangular pile holes of the horizontal cantilever through a multi-functional cylindrical drill with a horizontal multi-stage hydraulic device on the back, or use a multi-functional cylindrical drill along the vertical and horizontal directions At the same time, the axel and horizontal cantilever pile holes are drilled. After the drilling is completed, the multi-functional cylindrical drill is recovered; finally, the multi-functional cylindrical drill continues to drill vertically to the designed depth, which can be achieved in soft soil, gravel, pebbles, accumulations, etc. A drilling rig is used to drill deep pile holes in the stratum with horizontal cantilevers or rectangular anti-slide piles with haunched horizontal cantilevers, saving construction time and construction costs, improving work efficiency, and ensuring project quality and the safety of construction personnel.
本实用新型目的实现由以下技术方案完成:The purpose of this utility model is achieved by the following technical solutions:
一种气囊护壁式钻头变向矩形深孔钻机,其特征在于所述矩形深孔钻机包括一具有缆索的钻车以及所述缆索下端吊装的钻机,所述钻机包括自上而下依次连接设置的管道固定架、岩渣处理机构和多功能钻组件,其中:An airbag wall-type drill bit-changing rectangular deep-hole drilling rig, characterized in that the rectangular deep-hole drilling rig includes a drilling rig with a cable and a drilling rig that is hoisted at the lower end of the cable. Pipe holder, rock slag handling mechanism and multi-function drilling assembly, including:
所述岩渣处理机构包括搅拌装置、破碎装置、吸渣系统、排渣系统以及注浆系统,所述搅拌装置包括搅拌箱以及安装在所述搅拌箱上的搅拌机构,所述搅拌箱的吸渣口经所述破碎装置与所述吸渣系统相连通,所述搅拌箱的排渣口与所述排渣系统相连通;所述管道固定架外围或所述管道固定架和所述搅拌装置两者外围安装有气囊组件,所述气囊组件包括沿所述管道固定架外围或所述管道固定架和所述搅拌装置两者外围设置的气囊单元以及通过气管同所述气囊单元连接且位于地面上的气泵,所述气囊单元通过环箍固定在所述管道固定架上,所述气囊单元上部和底部均设置有气阀;The rock slag processing mechanism includes a mixing device, a crushing device, a slag suction system, a slag discharge system and a grouting system. The mixing device includes a mixing box and a mixing mechanism installed on the mixing box. The suction of the mixing box The slag port is connected to the slag suction system through the crushing device, and the slag discharge port of the mixing box is connected to the slag discharge system; the periphery of the pipe fixing frame or the pipe fixing frame and the stirring device An airbag assembly is installed on both peripheries. The airbag assembly includes an airbag unit arranged along the periphery of the pipe fixing frame or both the pipe fixing frame and the stirring device. The airbag unit is connected to the airbag unit through a trachea and is located on the ground. The air pump on the air bag unit, the air bag unit is fixed on the pipe fixing frame through a hoop, and air valves are provided at the upper and bottom parts of the air bag unit;
所述多功能钻组件包括若干圆柱钻组件、U形叉板、滑动反力架以及水平液压缸,所述圆柱钻组件安装在所述U形叉板上并在竖向面和水平面上均呈矩阵布置,所述水平液压缸固定在所述滑动反力架上并驱动所述U形叉板作侧向移动。The multi-functional drill assembly includes a number of cylindrical drill assemblies, a U-shaped fork plate, a sliding reaction frame and a horizontal hydraulic cylinder. The cylindrical drill assembly is installed on the U-shaped fork plate and is arranged vertically and horizontally. Arranged in a matrix, the horizontal hydraulic cylinders are fixed on the sliding reaction frame and drive the U-shaped fork plate to move laterally.
所述钻车包括车载平台、钢立柱、拉杆、铰转轴、导轨、滑块、钢悬梁、卷扬电机以及缆索支架,所述钢立柱竖向设置于所述车载平台上,所述拉杆的上端与所述钢立柱上端铰接、下端与固定于所述车载平台上的铰转轴铰接,所述导轨竖向设置并沿所述钢立柱固定,所述滑块可滑动式装配于所述导轨上,所述钢悬梁固定于所述滑块上,所述卷扬电机固定于所述钢悬梁上,且所述缆索支架固定于所述钢悬梁下方,所述卷扬电机驱动所述缆索在竖直方向上作升降运动。The drilling rig includes a vehicle-mounted platform, steel columns, pull rods, hinge shafts, guide rails, sliders, steel suspension beams, winch motors and cable brackets. The steel columns are vertically installed on the vehicle-mounted platform, and the upper end of the pull rod The upper end of the steel column is hinged, and the lower end is hinged with the hinge shaft fixed on the vehicle platform. The guide rail is arranged vertically and fixed along the steel column. The slider is slidably assembled on the guide rail. The steel suspension beam is fixed on the slider, the hoisting motor is fixed on the steel suspension beam, and the cable bracket is fixed below the steel suspension beam. The hoisting motor drives the cable in the vertical direction. Lifting movement in the direction.
所述搅拌机构包括主齿轮以及若干与所述主齿轮相啮合传动的辅齿轮,所述主齿轮由一搅拌电机驱动旋转,所述主齿轮上同轴设置有延伸入所述搅拌箱内的搅拌主转轴,所述搅拌主转轴上设置有搅拌叶片;所述辅齿轮上同轴设置有延伸入所述搅拌箱内的搅拌辅转轴,所述搅拌辅转轴上设置有搅拌叶片。The stirring mechanism includes a main gear and a number of auxiliary gears that are meshed and driven with the main gear. The main gear is driven to rotate by a stirring motor. A stirring rod extending into the mixing box is coaxially provided on the main gear. The main rotating shaft is provided with stirring blades; the auxiliary gear is coaxially provided with an auxiliary stirring shaft extending into the mixing box, and the auxiliary stirring shaft is provided with stirring blades.
所述吸渣系统包括吸渣主管以及自所述吸渣主管抽吸端口分叉出的多功能吸渣支管,所述多功能吸渣支管的吸头接入至所述多功能钻组件内,各所述吸头处均设置有多功能吸渣阀门,所述多功能吸渣支管与所述吸渣主管之间通过伸缩管连接。The slag suction system includes a slag suction main pipe and a multi-functional slag suction branch branched from the suction port of the slag suction main pipe. The suction head of the multi-functional slag suction branch pipe is connected to the multi-function drill assembly. Each suction head is provided with a multifunctional slag suction valve, and the multifunctional slag suction branch pipe and the slag suction main pipe are connected through a telescopic tube.
所述注浆系统包括注浆主管、注浆泵以及多功能注浆支管,所述注浆主管的一端连接位于地面上的所述注浆泵、另一端同若干所述多功能注浆支管连接,所述多功能注浆支管的喷头接入至所述多功能钻组件内,各所述喷头处均设置有多功能注浆阀门,所述多功能注浆支管与所述注浆主管之间通过伸缩管连接。The grouting system includes a main grouting pipe, a grouting pump and a multi-functional grouting branch pipe. One end of the main grouting pipe is connected to the grouting pump located on the ground, and the other end is connected to several multi-functional grouting branch pipes. , the nozzles of the multi-functional grouting branch pipes are connected to the multi-functional drill assembly, each nozzle is provided with a multi-functional grouting valve, between the multi-functional grouting branch pipes and the main grouting pipe Connected via telescopic tube.
所述排渣系统包括排渣管以及排渣泵,所述排渣泵一端与所述排渣管相连接、另一端与所述搅拌箱上的所述排渣口相连接。The slag discharge system includes a slag discharge pipe and a slag discharge pump. One end of the slag discharge pump is connected to the slag discharge pipe, and the other end is connected to the slag discharge port on the mixing box.
所述吸渣主管、所述注浆主管以及所述排渣管均沿所述管道固定架排布固定。The slag suction main pipe, the grouting main pipe and the slag discharge pipe are all arranged and fixed along the pipeline fixing frame.
所述U形叉板由腹板、设置于所述腹板两侧的翼板以及设置于所述腹板中部的钢支撑组成,所述腹板包括水平腹板和竖向腹板;所述圆柱钻组件包括两个圆柱、驱动所述圆柱旋转的电机、间隔布置于所述圆柱表面的若干滚刀组件以及布置于相邻所述滚刀组件之间的若干绞刀组件,所述滚刀组件包括滚刀基座以及固定于所述滚刀基座上的一圈滚刀,所述绞刀组件包括绞刀基座以及倾斜固定于所述绞刀基座上的绞刀,所述电机的转轴贯穿两侧的所述圆柱且所述转轴端部对应设置于所述U形叉板的两侧所述翼板的转轴孔内,所述电机的外壳焊接固定于所述钢支撑上。The U-shaped fork plate is composed of a web, wing plates provided on both sides of the web, and a steel support provided in the middle of the web. The web includes a horizontal web and a vertical web; The cylindrical drill assembly includes two cylinders, a motor that drives the cylinders to rotate, several hob assemblies arranged at intervals on the surface of the cylinder, and several reamer assemblies arranged between adjacent hob assemblies. The hobs The assembly includes a hob base and a circle of hobs fixed on the hob base. The reamer assembly includes a reamer base and a reamer that is tilted and fixed on the reamer base. The motor The rotating shaft penetrates the cylinders on both sides and the ends of the rotating shaft are correspondingly arranged in the rotating shaft holes of the wing plates on both sides of the U-shaped fork plate. The outer shell of the motor is welded and fixed on the steel support.
所述滑动反力架包括反力板、轨板以及连接板,所述轨板安装在所述反力板的顶部,所述轨板底部的两侧均固定有T形滑轨,所述连接板分别固定于所述U形叉板的所述腹板的两侧,所述连接板的顶部固定有滑块且所述滑块内开设有同所述T形滑轨相配合的T形滑槽,所述水平液压缸的缸筒端面固定在所述滑动反力架的所述反力板上,所述水平液压缸的活塞杆同所述U形叉板的所述竖向腹板连接。The sliding reaction frame includes a reaction plate, a rail plate and a connecting plate. The rail plate is installed on the top of the reaction plate. T-shaped slide rails are fixed on both sides of the bottom of the rail plate. The connection plate The plates are respectively fixed on both sides of the web of the U-shaped fork plate. A slide block is fixed on the top of the connecting plate, and a T-shaped sliding block that matches the T-shaped slide rail is provided in the sliding block. groove, the cylinder end face of the horizontal hydraulic cylinder is fixed on the reaction plate of the sliding reaction frame, and the piston rod of the horizontal hydraulic cylinder is connected with the vertical web of the U-shaped fork plate .
本实用新型的优点是:The advantages of this utility model are:
(1)在软土、碎石、卵石、软岩、堆积体等地层内钻挖桩孔时,气囊能有效地支护桩孔,防止桩孔的坍塌;(1) When drilling pile holes in soft soil, gravel, pebbles, soft rocks, accumulations and other strata, the air bag can effectively support the pile hole and prevent the pile hole from collapsing;
(2)钻挖矩形桩孔时,桩孔内不需要大量泥浆用于排渣和支护桩孔,仅在成孔后注满泥浆,可节省泥浆材料和提高施工效率;(2) When drilling a rectangular pile hole, there is no need for a large amount of mud in the pile hole to discharge slag and support the pile hole. It is only filled with mud after the hole is formed, which can save mud materials and improve construction efficiency;
(3)通过缆索、气囊、带间隔布设绞刀和滚刀的水平和竖向圆柱钻组件,可实现在深层软土、碎石、卵石、堆积体等地层内钻挖水平悬臂或带加腋水平悬臂结构矩形桩孔的目的;(3) Through cables, air bags, and horizontal and vertical cylindrical drill assemblies with reamers and hobs arranged at intervals, it is possible to drill horizontal cantilevers or axels in deep soft soil, gravel, pebbles, accumulations, etc. Purpose of rectangular pile holes in horizontal cantilever structures;
(4)在软土、碎石、卵石、堆积体等地层内多功能圆柱钻可实现变向,达到钻挖互相垂直矩形桩孔的目的;(4) The multifunctional cylindrical drill can change directions in soft soil, gravel, pebbles, accumulations and other strata to achieve the purpose of drilling mutually perpendicular rectangular pile holes;
(5)水平悬臂结构、加腋桩孔和竖向桩身均可一次成孔,无需其他机械辅助,达到提高施工效率、节省施工和设备成本目的;(5) Horizontal cantilever structures, haunched pile holes and vertical pile shafts can all be formed at one time without the need for other mechanical assistance, thereby improving construction efficiency and saving construction and equipment costs;
(6)岩石经过破碎箱二次破碎,能更好地排出桩孔,防止排渣管的堵塞;(6) The rock is crushed twice by the crushing box, which can better discharge the pile hole and prevent the clogging of the slag discharge pipe;
(7)钻机集成度高,同时具备钻挖和排渣功能,实现了钻挖和排渣的不间断同步工作,减少施工工序,节省施工成本,提高钻孔施工效率。(7) The drilling rig is highly integrated and has both drilling and slag discharge functions, which enables uninterrupted synchronous drilling and slag discharge, reduces construction procedures, saves construction costs, and improves drilling efficiency.
附图说明Description of the drawings
图1为本实用新型气囊护壁式钻头变向矩形深孔钻机示意图;Figure 1 is a schematic diagram of a rectangular deep hole drilling rig with an airbag wall-protecting drill bit changing direction according to the present invention;
图2为本实用新型气囊护壁式钻头变向矩形深孔钻机各剖面位置示意图;Figure 2 is a schematic diagram of the cross-sectional positions of the utility model's airbag wall-protecting drill bit-changing rectangular deep-hole drilling rig;
图3为本实用新型气囊护壁式钻头变向矩形深孔钻机局部示意图;Figure 3 is a partial schematic diagram of a rectangular deep hole drilling rig with an airbag wall-protecting drill bit changing direction according to the present invention;
图4为图2中A-A剖面图;Figure 4 is a cross-sectional view of A-A in Figure 2;
图5为图2中B-B剖面图;Figure 5 is the B-B cross-sectional view in Figure 2;
图6为图2中C-C剖面图;Figure 6 is a cross-sectional view of C-C in Figure 2;
图7为图2中D-D剖面图;Figure 7 is the D-D cross-sectional view in Figure 2;
图8为本实用新型多功能钻组件示意图;Figure 8 is a schematic diagram of the multifunctional drill assembly of the present utility model;
图9为图8中E-E剖面图;Figure 9 is the E-E cross-sectional view in Figure 8;
图10为图2中F-F剖面图;Figure 10 is the F-F cross-sectional view in Figure 2;
图11为图2中G-G剖面图;Figure 11 is the G-G cross-sectional view in Figure 2;
图12为图2中H-H剖面图;Figure 12 is the H-H cross-sectional view in Figure 2;
图13为图2中I-I剖面图;Figure 13 is the I-I cross-sectional view in Figure 2;
图14为本实用新型气囊组件示意图;Figure 14 is a schematic diagram of the airbag assembly of the present utility model;
图15为本实用新型气囊护壁式钻头变向矩形深孔钻机施工工艺流程示意图(一);Figure 15 is a schematic diagram of the construction process flow of the utility model airbag wall-protecting drill bit changing rectangular deep hole drilling rig (1);
图16为本实用新型气囊护壁式钻头变向矩形深孔钻机施工工艺流程示意图(二);Figure 16 is a schematic diagram of the construction process flow of the utility model airbag wall-protecting drill bit changing rectangular deep hole drilling rig (2);
如图1-16所示,图中标记分别表示为:As shown in Figure 1-16, the marks in the figure are respectively:
1.多功能钻组件,2.搅拌装置,3.破碎装置,4.吸渣系统,5.管道固定架,6.排渣系统,7.注浆系统,8.气囊组件,9钻车;1. Multifunctional drilling assembly, 2. Mixing device, 3. Crushing device, 4. Slag suction system, 5. Pipe fixing frame, 6. Slag discharge system, 7. Grouting system, 8. Air bag assembly, 9 drilling vehicle;
11.圆柱钻组件,12.U形叉板,13.滑动反力架,14.水平液压缸,111.圆柱,112.绞刀组件,113.滚刀组件,114.电机,115.电机转轴,1121.绞刀基座,1122.绞刀,1131.滚刀基座,1132.滚刀,121.翼板,122.竖向腹板,123.水平腹板,124.钢支撑,125.转轴孔,126.多功能吸渣支管通孔,127.多功能吸渣主管通孔,128. 多功能注浆支管通孔,129.多功能注浆主管通孔,131.反力板,132.轨板,133.T形滑轨,134.滑块,135.T形滑槽,136.连接板;11. Cylindrical drill assembly, 12. U-shaped fork plate, 13. Sliding reaction frame, 14. Horizontal hydraulic cylinder, 111. Cylinder, 112. Reamer assembly, 113. Hob assembly, 114. Motor, 115. Motor shaft , 1121. Reamer base, 1122. Reamer, 1131. Hob base, 1132. Hob, 121. Wing plate, 122. Vertical web, 123. Horizontal web, 124. Steel support, 125. Rotating shaft hole, 126. Through hole for multifunctional slag suction branch pipe, 127. Through hole for multifunctional slag suction main pipe, 128. Through hole for multifunctional grouting branch pipe, 129. Through hole for multifunctional grouting main pipe, 131. Reaction plate, 132 .Rail plate, 133. T-shaped slide rail, 134. Slide block, 135. T-shaped chute, 136. Connecting plate;
21.搅拌箱,22.双层大叶片,23.搅拌主转轴,24.双层小叶片,25.搅拌辅转轴,26.单层小叶片,27.主齿轮,28.主齿轮隔离垫,29.辅齿轮,210.辅齿轮隔离垫,211.钢盖板,212.搅拌电机;21. Mixing box, 22. Double-layered large blades, 23. Main mixing shaft, 24. Double-layered small blades, 25. Mixing auxiliary shaft, 26. Single-layered small blades, 27. Main gear, 28. Main gear isolation pad, 29. Auxiliary gear, 210. Auxiliary gear isolation pad, 211. Steel cover plate, 212. Stirring motor;
31.破碎箱,32.中隔板,33.连接管,34.机架,35.风机电机,36.风机叶片,37.破碎刀,38.滤网;31. Crushing box, 32. Middle partition, 33. Connecting pipe, 34. Frame, 35. Fan motor, 36. Fan blades, 37. Crushing knife, 38. Filter;
41.吸渣主管,42.多功能吸渣支管,43.伸缩管,44.吸头,45.多功能吸渣阀门;41. Main slag suction pipe, 42. Multifunctional slag suction branch pipe, 43. Telescopic tube, 44. Suction head, 45. Multifunctional slag suction valve;
51.顶部钢板,52.中部钢板,53.底部钢板,54.侧立板,55.方形通孔,56.排渣管固定孔,57.注浆管固定孔;51. Top steel plate, 52. Middle steel plate, 53. Bottom steel plate, 54. Side risers, 55. Square through hole, 56. Slag discharge pipe fixing hole, 57. Grouting pipe fixing hole;
61.排渣管,62.排渣泵;61. Slag discharge pipe, 62. Slag discharge pump;
71.注浆主管,72.注浆泵,73.多功能注浆支管,74.喷头,75.多功能注浆阀门;71. Grouting main pipe, 72. Grouting pump, 73. Multifunctional grouting branch pipe, 74. Nozzle, 75. Multifunctional grouting valve;
81.气管,82.气泵,83.气囊单元,84.上部气阀,85.底部气阀,86.端部环箍,87.中部环箍;81. Trachea, 82. Air pump, 83. Air bag unit, 84. Upper air valve, 85. Bottom air valve, 86. End hoop, 87. Middle hoop;
91.卷扬电机,92.固定轴,93.缆索,94.缆索支架,95.钢悬梁,96.滑块,97.钢立柱,98.导轨,99.铰转轴,910.拉杆,911.车载平台;91. Hoist motor, 92. Fixed shaft, 93. Cable, 94. Cable bracket, 95. Steel suspension beam, 96. Slider, 97. Steel column, 98. Guide rail, 99. Hinge shaft, 910. Pull rod, 911. Vehicle-mounted platform;
a.破碎岩地层,b.钻机,c.自由段桩孔,d.加腋孔,e.水平悬臂桩孔,f.嵌固段桩孔。a. Crushed rock formation, b. Drilling rig, c. Free section pile hole, d. Axillary hole, e. Horizontal cantilever pile hole, f. Embedded section pile hole.
实施方式Implementation
以下结合附图通过实施例对本实用新型特征及其它相关特征作进一步详细说明,以便于同行业技术人员的理解:The features of the present utility model and other related features will be further described in detail through examples in conjunction with the accompanying drawings to facilitate the understanding of those skilled in the industry:
实施例:如图1-14所示,本实施例涉及一种气囊护壁式钻头变向矩形深孔钻机,该矩形深孔钻机包括钻车9以及经钻车9上的缆索93进行吊装的钻机,钻机包括自上而下依次连接设置的岩渣处理机构和多功能钻组件1,岩渣处理机构上设置有管道固定架5,管道固定架5(或管道固定架5和搅拌装置2两者)外围安装有气囊组件8;其中,岩渣处理机构包括搅拌装置2、破碎装置3、吸渣系统4、排渣系统6以及注浆系统7。Embodiment: As shown in Figure 1-14, this embodiment relates to a rectangular deep hole drilling rig with an air bag retaining drill bit and a direction change. The rectangular deep hole drilling rig includes a drilling rig 9 and a drilling rig hoisted by a cable 93 on the drilling rig 9 , the drilling rig includes a rock slag processing mechanism and a multi-functional drilling assembly 1 connected in sequence from top to bottom. The rock slag processing mechanism is provided with a pipe fixing frame 5, and the pipe fixing frame 5 (or both the pipe fixing frame 5 and the stirring device 2 ) There is an air bag assembly 8 installed on the periphery; among them, the rock slag processing mechanism includes a stirring device 2, a crushing device 3, a slag suction system 4, a slag discharge system 6 and a grouting system 7.
如图1所示,钻车9包括卷扬电机91、固定轴92、缆索93、缆索支架94、钢悬梁95、滑块96、钢立柱97、导轨98、铰转轴99、拉杆910以及车载平台911,车载平台911具有可走行的履带轮并位于地面上,钢立柱97竖向架设于车载平台911的前端,拉杆910对钢立柱97构成斜撑加固作用,具体的,拉杆910的上端与钢立柱97的上端相铰接、下端与车载平台911的铰转轴99相铰接;导轨98沿钢立柱97贴合固定从而构成竖直方向上的轨道,滑块96可滑动式装配于该导轨98上且在动力机构的驱动下,可在竖直方向上进行滑动;钢悬梁95固定于滑块96上,缆索支架94固定于钢悬梁95底面,卷扬电机91经固定轴92固定于钢悬梁95上,卷扬电机91用于驱动缆索93及其下端所吊装的钻机做升降运动。且需要说明的是,由于钻机的自重较大,钻机可在其自重压力下作向下运动,无需以往需要钻杆下压的作用,且缆索93具有足够的长度,能够实现对于矩形深孔的钻进需求。As shown in Figure 1, the drilling vehicle 9 includes a winch motor 91, a fixed shaft 92, a cable 93, a cable bracket 94, a steel suspension beam 95, a slider 96, a steel column 97, a guide rail 98, a hinge shaft 99, a tie rod 910 and a vehicle platform. 911. The vehicle-mounted platform 911 has walking track wheels and is located on the ground. The steel column 97 is vertically erected at the front end of the vehicle-mounted platform 911. The pull rod 910 forms a diagonal bracing reinforcement for the steel column 97. Specifically, the upper end of the pull rod 910 is in contact with the steel column 911. The upper end of the column 97 is hinged, and the lower end is hinged with the hinge shaft 99 of the vehicle platform 911; the guide rail 98 is fixed along the steel column 97 to form a track in the vertical direction, and the slider 96 is slidably assembled on the guide rail 98 and Driven by the power mechanism, it can slide in the vertical direction; the steel suspension beam 95 is fixed on the slider 96, the cable bracket 94 is fixed on the bottom surface of the steel suspension beam 95, and the winch motor 91 is fixed on the steel suspension beam 95 through the fixed shaft 92 , the winch motor 91 is used to drive the cable 93 and the drilling rig hoisted at its lower end to perform lifting movements. It should be noted that due to the large self-weight of the drilling rig, the drilling rig can move downward under the pressure of its own weight, without the need to press down the drill pipe in the past, and the cable 93 has sufficient length to enable drilling of rectangular deep holes. Drilling needs.
如图1-9所示,多功能钻组件1可分别用于进行矩形抗滑桩的深孔钻挖、水平悬臂桩孔的开挖以及加腋孔的开挖。多功能钻组件1包括若干圆柱钻组件11、U形叉板12、滑动反力架13以及水平液压缸14,圆柱钻组件11安装在U形叉板12上并在竖向面和水平面上均呈矩阵布置,即多功能钻组件1在竖向面和水平面上均可形成矩形开挖面,本实施例中,圆柱钻组件11呈直角面布置,水平液压缸14固定在滑动反力架13上并驱动U形叉板12作侧向移动,以带动圆柱钻组件11作同步侧向移动。As shown in Figure 1-9, the multi-functional drilling assembly 1 can be used for deep hole drilling of rectangular anti-slide piles, excavation of horizontal cantilever pile holes and excavation of axillary holes. The multifunctional drill assembly 1 includes several cylindrical drill assemblies 11, a U-shaped fork plate 12, a sliding reaction frame 13 and a horizontal hydraulic cylinder 14. The cylindrical drill assembly 11 is installed on the U-shaped fork plate 12 and is installed on both the vertical and horizontal planes. It is arranged in a matrix, that is, the multifunctional drill assembly 1 can form a rectangular excavation surface on both the vertical and horizontal planes. In this embodiment, the cylindrical drill assembly 11 is arranged in a right-angled plane, and the horizontal hydraulic cylinder 14 is fixed on the sliding reaction frame 13 and drives the U-shaped fork plate 12 to move laterally to drive the cylindrical drill assembly 11 to move synchronously laterally.
其中,U形叉板12由腹板、设置于腹板两侧的翼板121以及设置于腹板中部的钢支撑124组成,腹板包括水平腹板123和竖向腹板122,两者形成直角面结构,与圆柱钻组件11的布置方式相对应。圆柱钻组件11包括两个圆柱钻以及驱动圆柱钻转动的电机114,本实施例中,圆柱钻组件11共设置有5组(共10个圆柱钻),在竖向面上设置有2组圆柱钻组件11(共4个圆柱钻),在水平面上设置有4组圆柱钻组件11(共8个圆柱钻)。圆柱钻由圆柱111、在圆柱111表面间隔分布的若干道滚刀组件113以及在圆柱111表面相邻滚刀组件113之间间隔分布的若干绞刀组件112所组成,具体地,滚刀组件113在圆柱111上凸出的高度高于绞刀组件112,因此在切削岩体时,滚刀组件113上滚刀1132首先接触岩体,即滚刀组件113将呈整体的岩面首先压裂为若干大块岩石,之后再通过绞刀组件112将开挖面上的大块岩石进一步绞切为小直径岩块(或岩渣);滚刀组件113包括滚刀基座1131以及固定于滚刀基座1131上的一圈滚刀1132;绞刀组件112包括绞刀基座1121和绞刀1122,绞刀1122在绞刀基座1121的固定下实现倾斜安装姿态,以利于对岩质地层的绞挖。对于岩体,如果采用滚刀1132直接将开挖面岩体压碎或绞刀1122直接绞挖,则滚刀和绞刀材料的强度、硬度和耐磨性需要达到较高要求,进而不仅增加滚刀和绞刀材料研发难度,还将增加施工成本。采用滚刀1132和绞刀1122结合,滚刀1132只压裂开挖面岩体,使岩体强度降低,以利于绞刀1122更容易切削岩体,进而不仅可以相应降低对滚刀和绞刀材料强度、硬度和耐磨性的要求,还能减少绞刀和滚刀的磨损。因此,采用滚刀1132先压裂开挖面岩体,后绞刀1122切削压裂后低强度岩体相结合的方法,不仅可以提高工作效率,还能较少刀具磨损,降低施工成本。钢支撑124与电机114外壳焊接或螺栓连接,电机114的电机转轴115驱动两侧的圆柱111旋转,电机转轴115的端部支撑于两侧翼板121的转轴孔125内。滑动反力架13包括反力板131、轨板132以及连接板136,轨板132安装在反力板131的顶部,轨板132底部的两侧均固定有T形滑轨133,连接板136分别固定于U形叉板12的腹板的两侧,连接板136的顶部固定有滑块134且滑块134内开设有同T形滑轨133相配合的T形滑槽135,水平液压缸14的缸筒端面固定在滑动反力架13的反力板131上,水平液压缸14的活塞杆同U形叉板12的竖向腹板122连接,水平液压缸14通过驱动U形叉板12的竖向腹板122来带动连接板136上的滑块134作侧向移动,并且由于滑块134内的T形滑槽135与轨板132上的T形滑轨133之间的配合,可以起到导向作用,保证多功能钻组件1侧向移动的稳定性与安全性。Among them, the U-shaped fork plate 12 is composed of a web, wing plates 121 provided on both sides of the web, and a steel support 124 provided in the middle of the web. The web includes a horizontal web 123 and a vertical web 122, which form The right-angled surface structure corresponds to the arrangement of the cylindrical drill assembly 11. The cylindrical drill assembly 11 includes two cylindrical drills and a motor 114 that drives the cylindrical drills to rotate. In this embodiment, the cylindrical drill assembly 11 is provided with 5 groups (a total of 10 cylindrical drills), and 2 groups of cylindrical drills are provided on the vertical surface. The drill assembly 11 (a total of 4 cylindrical drills) is provided with 4 groups of cylindrical drill assemblies 11 (a total of 8 cylindrical drills) on the horizontal plane. The cylindrical drill is composed of a cylinder 111, several hob assemblies 113 spaced apart on the surface of the cylinder 111, and several reamer assemblies 112 spaced between adjacent hob assemblies 113 on the surface of the cylinder 111. Specifically, the hob assemblies 113 The height of the protrusion on the cylinder 111 is higher than that of the reamer assembly 112. Therefore, when cutting the rock mass, the hob 1132 on the hob assembly 113 first contacts the rock mass, that is, the hob assembly 113 first crushes the integral rock surface into Several large rocks are then further cut into small-diameter rock blocks (or rock slag) through the reamer assembly 112; the hob assembly 113 includes a hob base 1131 and a hob fixed to the hob. A circle of hobs 1132 on the base 1131; the reamer assembly 112 includes a reamer base 1121 and a reamer 1122. The reamer 1122 is fixed by the reamer base 1121 to achieve an inclined installation posture to facilitate the drilling of the rock formation. Cutting. For rock mass, if the hob 1132 is used to directly crush the rock mass on the excavation surface or the reamer 1122 is used to directly cut the rock mass, the strength, hardness and wear resistance of the hob and reamer materials need to meet higher requirements, which will not only increase It is difficult to develop materials for hobs and reamers, which will also increase construction costs. The hob 1132 and the reamer 1122 are combined. The hob 1132 only fractures the rock mass on the excavation surface, which reduces the strength of the rock mass, making it easier for the reamer 1122 to cut the rock mass, thereby not only reducing the impact on the hob and the reamer. The requirements for material strength, hardness and wear resistance can also reduce the wear of the reamer and hob. Therefore, the method of using the hob 1132 to first fracture the rock mass on the excavation surface and then the reamer 1122 to cut the fractured low-strength rock mass can not only improve work efficiency, but also reduce tool wear and reduce construction costs. The steel support 124 is welded or bolted to the shell of the motor 114. The motor shaft 115 of the motor 114 drives the cylinders 111 on both sides to rotate. The ends of the motor shaft 115 are supported in the shaft holes 125 of the wing plates 121 on both sides. The sliding reaction frame 13 includes a reaction plate 131, a rail plate 132 and a connecting plate 136. The rail plate 132 is installed on the top of the reaction plate 131. T-shaped slide rails 133 are fixed on both sides of the bottom of the rail plate 132. The connecting plate 136 They are respectively fixed on both sides of the web of the U-shaped fork plate 12. A slide block 134 is fixed on the top of the connecting plate 136, and a T-shaped slide groove 135 matching the T-shaped slide rail 133 is provided in the slide block 134. A horizontal hydraulic cylinder The cylinder end face of 14 is fixed on the reaction plate 131 of the sliding reaction frame 13. The piston rod of the horizontal hydraulic cylinder 14 is connected with the vertical web 122 of the U-shaped fork plate 12. The horizontal hydraulic cylinder 14 drives the U-shaped fork plate. The vertical web 122 of 12 drives the slider 134 on the connecting plate 136 to move laterally, and due to the cooperation between the T-shaped slide groove 135 in the slider 134 and the T-shaped slide rail 133 on the rail plate 132, It can play a guiding role to ensure the stability and safety of the lateral movement of the multi-function drill assembly 1.
在多功能钻组件1进行矩形抗滑桩的深孔钻挖时,水平液压缸14不工作(水平液压缸14的活塞杆处于最小行程),多功能钻组件1中在水平面上的圆柱钻组件11工作,多功能钻组件1向下钻挖矩形深孔;在多功能钻组件1进行水平悬臂桩孔的开挖时,水平液压缸14工作(水平液压缸14的活塞杆向侧部伸长),多功能钻组件1中在竖向面上的圆柱钻组件11工作,多功能钻组件1向侧部钻挖水平悬臂桩孔;在多功能钻组件1进行加腋孔的开挖时,水平液压缸14工作(水平液压缸14的活塞杆向侧部伸长),多功能钻组件1中在竖向面和水平面上的圆柱钻组件11工作,多功能钻组件1向下并向侧部钻挖加腋孔。When the multifunctional drill assembly 1 performs deep hole drilling of rectangular anti-slip piles, the horizontal hydraulic cylinder 14 does not work (the piston rod of the horizontal hydraulic cylinder 14 is at the minimum stroke), and the cylindrical drill assembly in the multifunctional drill assembly 1 is on the horizontal plane. 11 works, the multi-function drill assembly 1 drills down a rectangular deep hole; when the multi-function drill assembly 1 excavates the horizontal cantilever pile hole, the horizontal hydraulic cylinder 14 works (the piston rod of the horizontal hydraulic cylinder 14 extends to the side ), the cylindrical drill assembly 11 on the vertical plane in the multi-function drill assembly 1 works, and the multi-function drill assembly 1 drills horizontal cantilever pile holes to the side; when the multi-function drill assembly 1 excavates the axel hole, The horizontal hydraulic cylinder 14 works (the piston rod of the horizontal hydraulic cylinder 14 extends to the side), the cylindrical drill assembly 11 on the vertical plane and the horizontal plane in the multi-function drill assembly 1 works, and the multi-function drill assembly 1 downwards and sideways Drill and add axillary holes.
此外,轨板132上还设有多功能吸渣主管通孔127和多功能注浆主管通孔129,分别用于固定吸渣系统4的吸渣主管41和注浆系统7的注浆主管71,腹板上设有多功能吸渣支管通孔126和多功能注浆支管通孔128,分别用于吸渣系统4的固定多功能吸渣支管42和注浆系统7的多功能注浆支管73。多功能吸渣支管42与吸渣主管41之间通过伸缩管43连接,多功能注浆支管73与注浆主管71之间也通过伸缩管43连接,便于多功能钻组件1在侧向移动时,多功能吸渣支管42和多功能注浆支管73也随之移动。In addition, the rail plate 132 is also provided with a multifunctional slag suction main pipe through hole 127 and a multifunctional grouting main pipe through hole 129, which are respectively used to fix the slag suction main pipe 41 of the slag suction system 4 and the grouting main pipe 71 of the grouting system 7. , the web is provided with a multifunctional slag suction branch pipe through hole 126 and a multifunctional grouting branch pipe through hole 128, which are respectively used for the fixed multifunctional slag suction branch pipe 42 of the slag suction system 4 and the multifunctional grouting branch pipe of the grouting system 7. 73. The multifunctional slag suction branch pipe 42 and the slag suction main pipe 41 are connected through a telescopic pipe 43, and the multifunctional grouting branch pipe 73 and the grouting main pipe 71 are also connected through a telescopic pipe 43, which facilitates the multifunctional drill assembly 1 when moving laterally. , the multifunctional slag suction branch pipe 42 and the multifunctional grouting branch pipe 73 also move accordingly.
如图1-14所示,岩渣处理机构包括搅拌装置2、破碎装置3、吸渣系统4、排渣系统6以及注浆系统7。As shown in Figure 1-14, the rock slag processing mechanism includes a stirring device 2, a crushing device 3, a slag suction system 4, a slag discharge system 6 and a grouting system 7.
其中,搅拌装置2主要包括搅拌箱21和搅拌机构,搅拌箱21固定安装于滑动反力架13(轨板132)上表面,搅拌机构包括主齿轮27以及与之相啮合传动的多个辅齿轮29,其中主齿轮27由搅拌电机212驱动旋转,进而传动各辅齿轮29转动,主齿轮27上同轴设置有延伸入搅拌箱21内的搅拌主转轴23,搅拌主转轴23上设置搅拌叶片,此处的搅拌叶片采用双层大叶片22;各辅齿轮29上同轴设置有延伸入搅拌箱21内的搅拌辅转轴25,搅拌辅转轴25上同样设置有搅拌叶片,部分搅拌辅转轴25上的搅拌叶片采用双层小叶片24,另一部分的搅拌辅转轴25上的搅拌叶片采用单层小叶片26,通过对搅拌箱21的岩体和泥浆进行搅拌可获得混合均匀的泥浆,以利于排出。为了避免在搅拌过程中,搅拌箱21内的泥浆渗入主齿轮27和辅齿轮29所在的齿轮箱内,在搅拌主转轴23与搅拌箱21的接入处设置有主齿轮隔离垫28,并在搅拌辅转轴25与搅拌箱21的接入处设置有辅齿轮隔离垫210。如图3所示,在主齿轮27和辅齿轮29所在的齿轮箱顶部为钢盖板211,用于同管道固定架5相连接。搅拌箱21上设置有吸渣口和排渣口。Among them, the mixing device 2 mainly includes a mixing box 21 and a mixing mechanism. The mixing box 21 is fixedly installed on the upper surface of the sliding reaction frame 13 (rail plate 132). The mixing mechanism includes a main gear 27 and a plurality of auxiliary gears meshed with it. 29. The main gear 27 is driven to rotate by the stirring motor 212, which in turn drives the auxiliary gears 29 to rotate. The main gear 27 is coaxially provided with a main stirring shaft 23 extending into the mixing box 21, and the main stirring shaft 23 is provided with stirring blades. The mixing blades here adopt double-layer large blades 22; each auxiliary gear 29 is coaxially provided with an auxiliary stirring shaft 25 that extends into the mixing box 21. The auxiliary stirring shaft 25 is also provided with stirring blades, and some of the auxiliary stirring shafts 25 are provided with stirring blades. The stirring blades adopt double-layer small blades 24, and the stirring blades on the other part of the stirring auxiliary rotating shaft 25 adopt single-layer small blades 26. By stirring the rock mass and mud in the mixing box 21, uniformly mixed mud can be obtained to facilitate discharge. . In order to prevent the mud in the mixing box 21 from penetrating into the gear box where the main gear 27 and the auxiliary gear 29 are located during the mixing process, a main gear isolation pad 28 is provided at the connection point between the main mixing shaft 23 and the mixing box 21, and An auxiliary gear isolation pad 210 is provided at the connection point between the mixing auxiliary rotating shaft 25 and the mixing box 21 . As shown in Figure 3, on the top of the gear box where the main gear 27 and the auxiliary gear 29 are located is a steel cover plate 211 for connecting with the pipe fixing frame 5. The mixing box 21 is provided with a slag suction port and a slag discharge port.
搅拌箱21的吸渣口上连接有吸渣系统4,吸渣系统4主要包括吸渣主管41和多功能吸渣支管42,吸渣主管41的一端经破碎装置3与搅拌箱21的吸渣口相连通,吸渣主管41的另一端(即抽吸端)连接有多个多功能吸渣支管42,其中,多功能吸渣支管42延伸入多功能钻组件1内,且多功能吸渣支管42的吸头44靠近圆柱钻组件11处,以使其能够抽吸切削搅挖出的岩体,在吸头44处设置有多功能吸渣阀门45用于控制管路通断。The slag suction port of the mixing box 21 is connected to a slag suction system 4. The slag suction system 4 mainly includes a slag suction main pipe 41 and a multi-functional slag suction branch pipe 42. One end of the slag suction main pipe 41 passes through the crushing device 3 and the slag suction port of the mixing box 21. Connected, the other end (i.e., the suction end) of the main slag suction pipe 41 is connected to a plurality of multifunctional slag suction branch pipes 42, wherein the multifunctional slag suction branch pipes 42 extend into the multifunctional drill assembly 1, and the multifunctional slag suction branch pipes 42 The suction head 44 of 42 is close to the cylindrical drill assembly 11 so that it can suck the rock mass excavated by cutting and stirring. A multifunctional slag suction valve 45 is provided at the suction head 44 for controlling the opening and closing of the pipeline.
所抽吸的岩体经破碎装置3进行破碎为细小颗粒后进入搅拌箱21内,破碎装置3主要包括破碎箱31、中隔板32、连接管33、机架34、风机电机35、风机叶片36、破碎刀37以及滤网38,中隔板32倾斜设置于破碎箱31内以构成利于岩体流动的坡道,风机电机35经机架34安装于破碎箱31内的顶板上,风机电机35的转轴上设置有风机叶片36,高速旋转的风机电机35和风机叶片36可对吸渣主管41内构成负压抽吸,且在风机电机35的安装处安装破碎刀37,以使所抽吸的岩体必须经过破碎刀37破碎后才能经连接管33进入搅拌箱21中,风机电机35的端面处设置有筛网38以过滤大颗粒岩体,避免岩体从风机电机35处流入搅拌箱21内。The sucked rock mass is crushed into fine particles by the crushing device 3 and then enters the mixing box 21. The crushing device 3 mainly includes a crushing box 31, a middle partition 32, a connecting pipe 33, a frame 34, a fan motor 35, and a fan blade. 36. The crushing knife 37 and the filter screen 38, and the middle partition 32 are arranged at an angle in the crushing box 31 to form a ramp that facilitates the flow of rock mass. The fan motor 35 is installed on the top plate in the crushing box 31 through the frame 34. The fan motor The rotating shaft of 35 is provided with fan blades 36. The high-speed rotating fan motor 35 and fan blades 36 can form a negative pressure suction in the slag suction main pipe 41, and a crushing knife 37 is installed at the installation place of the fan motor 35 so that the sucked slag can be sucked. The sucked rock mass must be crushed by the crushing knife 37 before it can enter the mixing box 21 through the connecting pipe 33. A screen 38 is provided on the end face of the fan motor 35 to filter large particles of rock mass to prevent the rock mass from flowing into the mixing box from the fan motor 35. Inside box 21.
注浆系统7的出浆口延伸至多功能钻组件1内,注浆系统7主要包括注浆主管71、注浆泵72以及多功能注浆支管73,注浆主管71的一端连接位于地面上的注浆泵72、另一端同若干多功能注浆支管73连接。多功能注浆支管73延伸入多功能钻组件1内,且多功能注浆支管73的喷头74靠近圆柱钻组件11处,通过注浆系统7往岩体处注入泥浆,使得岩体与泥浆混合,便于吸渣系统4的抽取,并且在喷头74处设置有多功能注浆阀门75用于控制管路通断。The grouting outlet of the grouting system 7 extends into the multi-functional drill assembly 1. The grouting system 7 mainly includes a grouting main pipe 71, a grouting pump 72 and a multi-functional grouting branch pipe 73. One end of the grouting main pipe 71 is connected to the ground. The other end of the grouting pump 72 is connected with several multifunctional grouting branch pipes 73. The multifunctional grouting branch pipe 73 extends into the multifunctional drill assembly 1, and the nozzle 74 of the multifunctional grouting branch pipe 73 is close to the cylindrical drill assembly 11, and mud is injected into the rock mass through the grouting system 7, so that the rock mass and the mud are mixed. , to facilitate the extraction of the slag suction system 4, and a multifunctional grouting valve 75 is provided at the nozzle 74 for controlling the opening and closing of the pipeline.
搅拌箱21的排渣口连接来自于地面上的排渣系统6,排渣系统6包括排渣管61和排渣泵62,排渣管61的下端与搅拌箱61的排渣口相连通并使其端口向下延伸至一定深度,以利于抽排更多的泥浆,排渣管61通过排渣泵62从搅拌箱21内将搅拌均匀的泥浆抽排至地面进行收集处理。The slag discharge port of the mixing box 21 is connected to the slag discharge system 6 on the ground. The slag discharge system 6 includes a slag discharge pipe 61 and a slag discharge pump 62. The lower end of the slag discharge pipe 61 is connected with the slag discharge port of the mixing box 61. Its port is extended downward to a certain depth to facilitate the extraction of more mud. The slag discharge pipe 61 drains the evenly stirred mud from the mixing box 21 to the ground through the slag discharge pump 62 for collection and processing.
如图1-14所示,管道固定架5呈箱型构造,包括顶部钢板51、中部钢板52、底部钢板53以及将三者连接的若干侧立板54,此外,在管道固定架5中底部钢板53上开设有方形通孔55用于安装搅拌电机212,另外,在顶部钢板51、中部钢板52和底部钢板53上还开设有供排渣管61通过的排渣管固定孔56以及供注浆主管71通过的注浆管固定孔57。为了避免钻孔过程中的管路晃动,管道固定架5可为各通过的管路提供固定作用。As shown in Figure 1-14, the pipe fixing frame 5 has a box-shaped structure, including a top steel plate 51, a middle steel plate 52, a bottom steel plate 53 and a number of side risers 54 connecting the three. In addition, at the bottom of the pipe fixing frame 5 The steel plate 53 is provided with a square through hole 55 for installing the stirring motor 212. In addition, the top steel plate 51, the middle steel plate 52 and the bottom steel plate 53 are also provided with a slag pipe fixing hole 56 for the slag pipe 61 to pass through and a hole for injection. The grouting pipe fixing hole 57 passes through which the grouting main pipe 71 passes. In order to prevent the pipes from shaking during the drilling process, the pipe fixing frame 5 can provide a fixing effect for each passing pipe.
如图1-14所示,气囊组件8包括沿管道固定架5(或管道固定架5和搅拌装置2两者)外围设置的气囊单元83以及通过气管81同气囊单元83连接且位于地面上的气泵82,可通过气泵82对气囊单元83进行充气,气囊单元83通过端部环箍86和中部环箍87固定在管道固定架5的侧立板54上,气囊单元83上部和底部均设置有气阀,分别为上部气阀84和底部气阀85,用于气囊单元83的充气和排气。在钻机钻挖桩孔过程中,关闭气阀,通过气泵82对气囊单元83进行充气,使得气囊单元83支护在钻挖桩孔周围岩土体上,并跟进钻机钻挖;当不需要支护时,可打开气阀,对气囊单元83进行放气。As shown in Figures 1-14, the airbag assembly 8 includes an airbag unit 83 arranged along the periphery of the pipe holder 5 (or both the pipe holder 5 and the stirring device 2) and an airbag unit 83 connected to the airbag unit 83 through an air pipe 81 and located on the ground. The air pump 82 can inflate the air bag unit 83 through the air pump 82. The air bag unit 83 is fixed on the side riser 54 of the pipe fixing frame 5 through the end hoop 86 and the middle hoop 87. The upper and bottom parts of the air bag unit 83 are provided with The air valves, respectively the upper air valve 84 and the bottom air valve 85, are used for inflating and exhausting the air bag unit 83. When the drilling rig is drilling pile holes, the air valve is closed and the air bag unit 83 is inflated through the air pump 82 so that the air bag unit 83 is supported on the rock and soil around the pile holes and the drilling rig is followed up; when it is not needed During support, the air valve can be opened to deflate the air bag unit 83.
本实施例还具有以下施工方法:This embodiment also has the following construction methods:
如图15所示,当仅施工水平悬臂桩孔时,施工方法步骤如下:As shown in Figure 15, when only horizontal cantilever pile holes are constructed, the construction method steps are as follows:
(S1)在破碎岩地层a中,利用钻机b上的多功能钻组件1中在水平面上的圆柱钻组件11钻挖竖向矩形桩孔形成自由段桩孔c,直至水平悬臂桩孔e的设计深度,并且钻机b通过气囊组件8支护在桩孔周围岩土体上,在这一过程中,水平面上的圆柱钻组件11附近的多功能吸渣支管42上的吸头44和多功能注浆支管73上的喷头74分别进行吸渣和注浆。(S1) In the broken rock formation a, use the cylindrical drill assembly 11 on the horizontal plane in the multifunctional drill assembly 1 on the drilling rig b to drill a vertical rectangular pile hole to form a free segment pile hole c, until the horizontal cantilever pile hole e Design depth, and the drilling rig b is supported on the rock and soil around the pile hole through the air bag assembly 8. During this process, the suction head 44 and the multi-functional suction head 44 on the multi-functional slag suction branch pipe 42 near the cylindrical drill assembly 11 on the horizontal plane The nozzles 74 on the grouting branch pipe 73 perform slag suction and grouting respectively.
(S2)待多功能钻组件1到达水平悬臂桩孔e的底部设计标高后,关闭多功能钻组件1中在水平面上的圆柱钻组件11,在这一过程中,关闭水平面上的圆柱钻组件11附近的多功能吸渣支管42上的吸头44和多功能注浆支管73上的喷头74;开启多功能钻组件1中在竖向面上的圆柱钻组件11以及水平液压缸14,水平液压缸14的活塞杆向岩体侧部伸长,以驱动多功能钻组件1进行侧向移动,从而使多功能钻组件1中在竖向面上的圆柱钻组件11钻挖岩体,形成水平悬臂桩孔e,在这一过程中,竖向面上的圆柱钻组件11附近的多功能吸渣支管42上的吸头44和多功能注浆支管73上的喷头74分别进行吸渣和注浆。(S2) After the multifunctional drill assembly 1 reaches the bottom design elevation of the horizontal cantilever pile hole e, close the cylindrical drill assembly 11 on the horizontal plane in the multifunctional drill assembly 1. During this process, close the cylindrical drill assembly on the horizontal plane. The suction head 44 on the multifunctional slag suction branch pipe 42 and the nozzle 74 on the multifunctional grouting branch pipe 73 near 11; open the cylindrical drill assembly 11 on the vertical plane in the multifunctional drill assembly 1 and the horizontal hydraulic cylinder 14, horizontally The piston rod of the hydraulic cylinder 14 extends toward the side of the rock mass to drive the multifunctional drill assembly 1 to move laterally, so that the cylindrical drill assembly 11 on the vertical surface of the multifunctional drill assembly 1 drills the rock mass, forming a Horizontal cantilever pile hole e, during this process, the suction head 44 on the multifunctional slag suction branch pipe 42 near the cylindrical drill assembly 11 on the vertical plane and the nozzle 74 on the multifunctional grouting branch pipe 73 perform slag suction and Grouting.
(S3)待水平悬臂桩孔e钻挖至设计长度后,关闭多功能钻组件1中在竖向面上的圆柱钻组件11,水平液压缸14的活塞杆收缩至最小行程,使多功能钻组件1移动回自由段桩孔c内,在这一过程中,关闭竖向面上的圆柱钻组件11附近的多功能吸渣支管42上的吸头44和多功能注浆支管73上的喷头74;开启多功能钻组件1中在水平面上的圆柱钻组件11,向下钻挖嵌固段桩孔f,直至嵌固段桩孔f的设计深度,在这一过程中,水平面上的圆柱钻组件11附近的多功能吸渣支管42上的吸头44和多功能注浆支管73上的喷头74分别进行吸渣和注浆。(S3) After the horizontal cantilever pile hole e is drilled to the designed length, close the cylindrical drill assembly 11 on the vertical plane in the multi-function drill assembly 1, and the piston rod of the horizontal hydraulic cylinder 14 shrinks to the minimum stroke, allowing the multi-function drill to The component 1 moves back into the free section pile hole c. During this process, the suction head 44 on the multifunctional slag suction branch pipe 42 near the cylindrical drill assembly 11 on the vertical plane and the nozzle on the multifunctional grouting branch pipe 73 are closed. 74; Open the cylindrical drill assembly 11 on the horizontal plane in the multi-function drill assembly 1, and drill down the embedded section pile hole f until the designed depth of the embedded section pile hole f. In this process, the cylindrical drill assembly 11 on the horizontal plane The suction head 44 on the multifunctional slag suction branch pipe 42 near the drill assembly 11 and the nozzle 74 on the multifunctional grouting branch pipe 73 perform slag suction and grouting respectively.
如图16所示,当同时施工加腋孔和水平悬臂桩孔时,施工方法步骤如下:As shown in Figure 16, when constructing axillary holes and horizontal cantilever pile holes at the same time, the construction method steps are as follows:
(S1)在破碎岩地层a中,利用钻机b上的多功能钻组件1中在水平面上的圆柱钻组件11钻挖竖向矩形桩孔形成自由段桩孔c,直至水平悬臂桩孔e的设计深度,并且钻机b通过气囊组件8支护在桩孔周围岩土体上,在这一过程中,水平面上的圆柱钻组件11附近的多功能吸渣支管42上的吸头44和多功能注浆支管73上的喷头74分别进行吸渣和注浆。(S1) In the broken rock formation a, use the cylindrical drill assembly 11 on the horizontal plane in the multi-functional drilling assembly 1 on the drilling rig b to drill a vertical rectangular pile hole to form a free section pile hole c, until the horizontal cantilever pile hole e Design depth, and the drilling rig b is supported on the rock and soil around the pile hole through the air bag assembly 8. During this process, the suction head 44 and the multi-functional suction head 44 on the multi-functional slag suction branch pipe 42 near the cylindrical drill assembly 11 on the horizontal plane The nozzles 74 on the grouting branch pipe 73 perform slag suction and grouting respectively.
(S2)待多功能钻组件1到达水平悬臂桩孔e的底部设计标高后,将多功能钻组件1向上移动至加腋孔d的顶部设计标高;开启多功能钻组件1中在竖向面和水平面上的圆柱钻组件11以及水平液压缸14,在多功能钻组件1向下运动的同时,水平液压缸14的活塞杆向岩体侧部伸长,以驱动多功能钻组件1进行侧向移动,从而使多功能钻组件1中在竖向面和水平面上的圆柱钻组件11钻挖岩体,形成加腋孔d,在这一过程中,竖向面和水平面上的圆柱钻组件11附近的多功能吸渣支管42上的吸头44和多功能注浆支管73上的喷头74分别进行吸渣和注浆。(S2) After the multi-function drill assembly 1 reaches the bottom design elevation of the horizontal cantilever pile hole e, move the multi-function drill assembly 1 upward to the top design elevation of the axel hole d; open the multi-function drill assembly 1 in the vertical plane and the cylindrical drill assembly 11 and the horizontal hydraulic cylinder 14 on the horizontal plane. While the multi-function drill assembly 1 moves downward, the piston rod of the horizontal hydraulic cylinder 14 extends toward the side of the rock mass to drive the multi-function drill assembly 1 to perform lateral movement. Move in the direction, so that the cylindrical drill assembly 11 on the vertical and horizontal planes in the multi-functional drill assembly 1 drills the rock mass to form an axillary hole d. In this process, the cylindrical drill assembly 11 on the vertical and horizontal planes The suction head 44 on the multifunctional slag suction branch pipe 42 and the nozzle 74 on the multifunctional grouting branch pipe 73 near 11 perform slag suction and grouting respectively.
(S3)待多功能钻组件1到达水平悬臂桩孔e的底部设计标高后,水平液压缸14的活塞杆继续向岩体侧部伸长,以驱动多功能钻组件1进行侧向移动,从而使多功能钻组件1中在竖向面上的圆柱钻组件11钻挖岩体,形成水平悬臂桩孔e,在这一过程中,竖向面上的圆柱钻组件11附近的多功能吸渣支管42上的吸头44和多功能注浆支管73上的喷头74分别进行吸渣和注浆。(S3) After the multi-function drill assembly 1 reaches the bottom design elevation of the horizontal cantilever pile hole e, the piston rod of the horizontal hydraulic cylinder 14 continues to extend toward the side of the rock mass to drive the multi-function drill assembly 1 to move laterally, thereby The cylindrical drill assembly 11 on the vertical plane in the multi-functional drill assembly 1 is used to drill the rock mass to form a horizontal cantilever pile hole e. In this process, the multi-functional slag suction machine near the cylindrical drill assembly 11 on the vertical plane The suction head 44 on the branch pipe 42 and the nozzle 74 on the multifunctional grouting branch pipe 73 perform slag suction and grouting respectively.
(S4)待水平悬臂桩孔e钻挖至设计长度后,关闭多功能钻组件1中在竖向面上的圆柱钻组件11,水平液压缸14的活塞杆收缩至最小行程,使多功能钻组件1移动回自由段桩孔c内,在这一过程中,关闭竖向面上的圆柱钻组件11附近的多功能吸渣支管42上的吸头44和多功能注浆支管73上的喷头74;开启多功能钻组件1中在水平面上的圆柱钻组件11,向下钻挖嵌固段桩孔f,直至嵌固段桩孔f的设计深度,在这一过程中,水平面上的圆柱钻组件11附近的多功能吸渣支管42上的吸头44和多功能注浆支管73上的喷头74分别进行吸渣和注浆。(S4) After the horizontal cantilever pile hole e is drilled to the designed length, close the cylindrical drill assembly 11 on the vertical plane in the multi-function drill assembly 1, and the piston rod of the horizontal hydraulic cylinder 14 shrinks to the minimum stroke, so that the multi-function drill The component 1 moves back into the free section pile hole c. During this process, the suction head 44 on the multifunctional slag suction branch pipe 42 near the cylindrical drill assembly 11 on the vertical plane and the nozzle on the multifunctional grouting branch pipe 73 are closed. 74; Open the cylindrical drill assembly 11 on the horizontal plane in the multi-function drill assembly 1, and drill down the embedded section pile hole f until the designed depth of the embedded section pile hole f. In this process, the cylindrical drill assembly 11 on the horizontal plane The suction head 44 on the multifunctional slag suction branch pipe 42 near the drill assembly 11 and the nozzle 74 on the multifunctional grouting branch pipe 73 perform slag suction and grouting respectively.
本实施例的优点是:The advantages of this embodiment are:
(1)在软土、碎石、卵石、软岩、堆积体等地层内钻挖桩孔时,气囊能有效地支护桩孔,防止桩孔的坍塌;(1) When drilling pile holes in soft soil, gravel, pebbles, soft rocks, accumulations and other strata, the air bag can effectively support the pile hole and prevent the pile hole from collapsing;
(2)钻挖矩形桩孔时,桩孔内不需要大量泥浆用于排渣和支护桩孔,仅在成孔后注满泥浆,可节省泥浆材料和提高施工效率;(2) When drilling a rectangular pile hole, there is no need for a large amount of mud in the pile hole to discharge slag and support the pile hole. It is only filled with mud after the hole is formed, which can save mud materials and improve construction efficiency;
(3)通过缆索、气囊、带间隔布设绞刀和滚刀的水平和竖向圆柱钻组件,可实现在深层软土、碎石、卵石、堆积体等地层内钻挖水平悬臂或带加腋水平悬臂结构矩形桩孔的目的;(3) Through cables, air bags, and horizontal and vertical cylindrical drill assemblies with reamers and hobs arranged at intervals, it is possible to drill horizontal cantilevers or axels in deep soft soil, gravel, pebbles, accumulations, etc. Purpose of rectangular pile holes in horizontal cantilever structures;
(4)在软土、碎石、卵石、堆积体等地层内多功能圆柱钻可实现变向,达到钻挖互相垂直矩形桩孔的目的;(4) The multifunctional cylindrical drill can change directions in soft soil, gravel, pebbles, accumulations and other strata to achieve the purpose of drilling mutually perpendicular rectangular pile holes;
(5)水平悬臂结构、加腋桩孔和竖向桩身均可一次成孔,无需其他机械辅助,达到提高施工效率、节省施工和设备成本目的;(5) Horizontal cantilever structures, haunched pile holes and vertical pile shafts can all be formed at one time without the need for other mechanical assistance, thereby improving construction efficiency and saving construction and equipment costs;
(6)岩石经过破碎箱二次破碎,能更好地排出桩孔,防止排渣管的堵塞;(6) The rock is crushed twice by the crushing box, which can better discharge the pile hole and prevent the clogging of the slag discharge pipe;
(7)钻机集成度高,同时具备钻挖和排渣功能,实现了钻挖和排渣的不间断同步工作,减少施工工序,节省施工成本,提高钻孔施工效率。(7) The drilling rig is highly integrated and has both drilling and slag discharge functions, which enables uninterrupted synchronous drilling and slag discharge, reduces construction procedures, saves construction costs, and improves drilling efficiency.
虽然以上实施例已经参照附图对本实用新型目的的构思和实施例做了详细说明,但本领域普通技术人员可以认识到,在没有脱离权利要求限定范围的前提条件下,仍然可以对本实用新型作出各种改进和变换,故在此不一一赘述。Although the above embodiments have described in detail the concepts and embodiments of the present utility model with reference to the accompanying drawings, those of ordinary skill in the art can realize that the present utility model can still be modified without departing from the scope of the claims. There are various improvements and transformations, so I won’t go into details here.
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