CN113250709B - Coil drive system - Google Patents
Coil drive system Download PDFInfo
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- CN113250709B CN113250709B CN202110579584.2A CN202110579584A CN113250709B CN 113250709 B CN113250709 B CN 113250709B CN 202110579584 A CN202110579584 A CN 202110579584A CN 113250709 B CN113250709 B CN 113250709B
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- 230000007246 mechanism Effects 0.000 claims abstract description 43
- 238000009412 basement excavation Methods 0.000 claims abstract description 20
- 239000002893 slag Substances 0.000 claims description 37
- 230000001050 lubricating effect Effects 0.000 claims description 14
- 238000005461 lubrication Methods 0.000 claims description 14
- 239000007788 liquid Substances 0.000 claims description 12
- 230000002093 peripheral effect Effects 0.000 claims description 10
- 239000002689 soil Substances 0.000 claims description 8
- 230000008859 change Effects 0.000 claims description 5
- 238000000034 method Methods 0.000 abstract description 11
- 230000005540 biological transmission Effects 0.000 abstract description 8
- 238000006243 chemical reaction Methods 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 5
- 230000008569 process Effects 0.000 abstract description 5
- 230000003321 amplification Effects 0.000 abstract description 4
- 238000003199 nucleic acid amplification method Methods 0.000 abstract description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 238000007789 sealing Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 229910052742 iron Inorganic materials 0.000 description 4
- 238000004364 calculation method Methods 0.000 description 3
- 238000005553 drilling Methods 0.000 description 3
- 239000000314 lubricant Substances 0.000 description 3
- 235000000396 iron Nutrition 0.000 description 2
- 239000004605 External Lubricant Substances 0.000 description 1
- 101001121408 Homo sapiens L-amino-acid oxidase Proteins 0.000 description 1
- 102100026388 L-amino-acid oxidase Human genes 0.000 description 1
- 101100233916 Saccharomyces cerevisiae (strain ATCC 204508 / S288c) KAR5 gene Proteins 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
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- 235000019994 cava Nutrition 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
- E21D9/1006—Making by using boring or cutting machines with rotary cutting tools
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
- E21D9/1086—Drives or transmissions specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Earth Drilling (AREA)
Abstract
本发明涉及施工设备,具体涉及旋管驱动系统,包括机架、多个沿挖掘方向依次接驳的旋管和安装在机架上且用于驱动旋管本体旋转的旋管驱动机构;旋管驱动机构包括固定安装在机架内部两侧的弧形滑板、主动齿轴和驱动旋管,弧形滑板与驱动旋管啮合,主动齿轴与驱动旋管啮合;旋管驱动机构还包括驱动主动齿轴转动的驱动源。本申请的旋管驱动系统,旋管驱动系统将源动力转换为旋管系统旋切和压力,实现强制式推拉,驱动旋管的推拉速度只与旋转速度关联,同时由于螺旋构件的放大效应,将产生强大的推拉力,实现核心动力转换、进程强制可控、反力传递的发明目的。
The present invention relates to construction equipment, and specifically to a rotary tube drive system, including a frame, a plurality of rotary tubes connected in sequence along the excavation direction, and a rotary tube drive mechanism installed on the frame and used to drive the rotary tube body to rotate; the rotary tube drive mechanism includes an arc-shaped slide fixedly installed on both sides of the frame, an active gear shaft and a driving rotary tube, the arc-shaped slide engages with the driving rotary tube, and the active gear shaft engages with the driving rotary tube; the rotary tube drive mechanism also includes a driving source for driving the active gear shaft to rotate. The rotary tube drive system of the present application converts the source power into rotary cutting and pressure of the rotary tube system to achieve forced push-pull, and the push-pull speed of the driving rotary tube is only related to the rotation speed. At the same time, due to the amplification effect of the spiral component, a strong push-pull force will be generated, realizing the invention purposes of core power conversion, forced controllable process, and reaction force transmission.
Description
技术领域Technical Field
本发明涉及施工设备,具体涉及旋管驱动系统。The invention relates to construction equipment, in particular to a rotary tube driving system.
背景技术Background Art
现有的不开挖地面情况下地下管道铺设施工方法主要包括:顶管法、微型隧道法、水平定向钻进、水平螺旋钻进、水平顶推钻进、冲击茅法、夯管法等。它们都有各自的应用场景和优缺点,与本发明最接近的是顶管法。Existing underground pipeline laying construction methods without excavating the ground mainly include: pipe jacking method, micro-tunnel method, horizontal directional drilling, horizontal spiral drilling, horizontal push drilling, impact method, ramming method, etc. They all have their own application scenarios and advantages and disadvantages, and the pipe jacking method is the closest to the present invention.
现有的专利号为CN202021126215.5,名称为一种顶管施工用顶进系统的专利文献,其公开了一种旋管驱动系统,主要包括工作平台,动力源,动力源设置于工作平台的端部,且通过动力源支架支撑;驱动机构,驱动机构端部通过调整垫与动力源连接;顶铁组件,顶铁组件至少包括三种结构的顶铁,三种结构的顶铁相接后,构成中间带有框架结构的顶铁组件;导轨组件,导轨组件用于支撑顶铁组件,顶铁组件在驱动机构的作用下,带动顶进管实现顶进。其中驱动机构无法进行导向,传动机构咬合力差,容易出现旋管打滑的问题。The existing patent number is CN202021126215.5, and the name is a patent document of a jacking system for jacking pipe construction. It discloses a rotary pipe drive system, which mainly includes a working platform, a power source, which is arranged at the end of the working platform and supported by a power source bracket; a driving mechanism, the end of the driving mechanism is connected to the power source through an adjustment pad; a jacking iron assembly, which includes at least three types of jacking irons. After the three types of jacking irons are connected, a jacking iron assembly with a frame structure in the middle is formed; a guide rail assembly, which is used to support the jacking iron assembly. Under the action of the driving mechanism, the jacking iron assembly drives the jacking pipe to achieve jacking. The driving mechanism cannot be guided, the transmission mechanism has poor bite force, and the rotary pipe is prone to slippage.
发明内容Summary of the invention
本发明的目的在于针对现有技术中的不足,而一种工作效率高、传动结构强的旋管驱动系统。The purpose of the present invention is to address the deficiencies in the prior art and to provide a rotary tube driving system with high working efficiency and strong transmission structure.
本发明的目的通过以下技术方案实现:本申请提供旋管驱动系统,旋管驱动系统,包括机架、多个沿挖掘方向依次接驳的旋管和安装在机架上且用于驱动旋管本体旋转的旋管驱动机构;旋管驱动机构包括固定安装在机架内部两侧的弧形滑板、主动齿轴和驱动旋管,弧形滑板与驱动旋管啮合,主动齿轴与驱动旋管啮合;旋管驱动机构还包括驱动主动齿轴转动的驱动源。The objective of the present invention is achieved through the following technical solutions: The present application provides a rotary tube driving system, which includes a frame, a plurality of rotary tubes connected in sequence along the excavation direction, and a rotary tube driving mechanism installed on the frame and used to drive the rotary tube body to rotate; the rotary tube driving mechanism includes an arc-shaped slide plate fixedly installed on both sides of the frame, a driving gear shaft and a driving rotary tube, the arc-shaped slide plate is meshed with the driving rotary tube, and the driving gear shaft is meshed with the driving rotary tube; the rotary tube driving mechanism also includes a driving source for driving the driving gear shaft to rotate.
其中,驱动源为驱动电机,驱动电机通过变速机构与主动齿轴传动连接。Among them, the driving source is a driving motor, and the driving motor is connected to the driving gear shaft through a speed change mechanism.
其中,驱动旋管的外周侧面设有多个以顶管方向为轴向并以螺旋状间隔排布的咬合齿,各个弧形滑板的内侧面均开设有以顶管方向为轴向螺旋设置的滑槽,咬合齿插入滑槽内,主动齿轴以顶管方向为轴向固定安装在机架上,主动齿轴与咬合齿啮合。Among them, the outer peripheral side surface of the driving spiral tube is provided with a plurality of engaging teeth arranged in a spiral pattern with the jacking pipe direction as the axial direction, and the inner side surface of each arc-shaped slide plate is provided with a slide groove arranged in a spiral pattern with the jacking pipe direction as the axial direction, and the engaging teeth are inserted into the slide groove, and the active gear shaft is fixedly installed on the frame with the jacking pipe direction as the axial direction, and the active gear shaft meshes with the engaging teeth.
其中,弧形滑板的长度与驱动旋管的周长的比值为4:1。Among them, the ratio of the length of the arc-shaped slide plate to the circumference of the driving coil is 4:1.
其中,多个旋管包括位于始端的第一旋管、位于末端的第三旋管以及位于第一旋管和第三旋管之间的第二旋管和渣土旋出管,第一旋管的始端内固定安装有钻盘,第三旋管与旋管驱动机构固接。Among them, the multiple spiral tubes include a first spiral tube at the starting end, a third spiral tube at the end, and a second spiral tube and a slag spiral tube located between the first and third spiral tubes. A drill disc is fixedly installed in the starting end of the first spiral tube, and the third spiral tube is fixedly connected to the spiral tube driving mechanism.
其中,驱动旋管的前端延伸出与第三旋管固接的安装部。Wherein, the front end of the driving coil extends out a mounting portion fixedly connected to the third coil.
其中,钻盘包括多个固定安装在钻盘工作面的切刀块,多个切刀块沿钻盘的径向间隔排布;钻盘还开设有多个沿钻盘径向间隔排布的出土孔,多个出土孔的开口大小沿钻盘的径向由里到外逐渐增大;钻盘开设有多个沿钻盘径向间隔排布的滚刀孔,各个滚刀孔内均可转动地安装有滚刀机构;钻盘包括筒状的基板,基板的外周侧面开设有至少一个第一润滑孔,基板的内底面形成有润滑液容纳仓,润滑液容纳仓的出口通过管道与第一润滑孔连通,润滑液容纳仓的入口固定安装有第一旋转接头。Among them, the drill disc includes a plurality of cutting blocks fixedly installed on the working surface of the drill disc, and the plurality of cutting blocks are arranged at intervals along the radial direction of the drill disc; the drill disc is also provided with a plurality of excavation holes arranged at intervals along the radial direction of the drill disc, and the opening sizes of the plurality of excavation holes gradually increase from the inside to the outside along the radial direction of the drill disc; the drill disc is provided with a plurality of hob holes arranged at intervals along the radial direction of the drill disc, and a hob mechanism is rotatably installed in each hob hole; the drill disc includes a cylindrical base plate, and at least one first lubrication hole is provided on the outer peripheral side surface of the base plate, and a lubricating liquid containing tank is formed on the inner bottom surface of the base plate, and the outlet of the lubricating liquid containing tank is connected with the first lubrication hole through a pipeline, and the inlet of the lubricating liquid containing tank is fixedly installed with a first rotating joint.
其中,渣土旋出管与第一旋管卡接,第一旋管朝向渣土旋出管的端部开设有第一管接槽,渣土旋出管朝向第一管接槽的一端朝外凸出形成第一管接头,第一管接头与第一管接槽均呈燕尾形状设置。Among them, the slag rotary tube is clamped with the first rotary tube, and a first pipe connecting groove is opened at the end of the first rotary tube facing the slag rotary tube. One end of the slag rotary tube facing the first pipe connecting groove protrudes outward to form a first pipe joint, and the first pipe joint and the first pipe connecting groove are both arranged in a dovetail shape.
其中,第一管接头插入第一管接槽中,第一管接头的一侧与第一管接槽的槽壁之间留有卡接间隙,卡接间隙内设置有嵌板,嵌板朝向第一管接槽和第一管接头的两端均安装有可伸缩运动的弹簧插销,第一管接头朝向弹簧插销的端面和第一管接槽朝向弹簧插销的槽底均开设有供弹簧插销插入的卡销孔。The first pipe joint is inserted into the first pipe joint groove, a clamping gap is left between one side of the first pipe joint and the groove wall of the first pipe joint groove, an insert plate is arranged in the clamping gap, and spring latches that can be telescopically moved are installed at both ends of the insert plate facing the first pipe joint groove and the first pipe joint, and a clamping pin hole for inserting the spring latch is provided on the end surface of the first pipe joint facing the spring latch and the groove bottom of the first pipe joint groove facing the spring latch.
其中,渣土旋出管包括管体和架设在管体内部的内圆筒,内圆筒的外周侧面与管体的内侧面之间均布有多个间隔排布的螺旋叶片。The slag rotary discharge pipe comprises a pipe body and an inner cylinder mounted inside the pipe body, and a plurality of spiral blades arranged at intervals are evenly distributed between the outer peripheral side surface of the inner cylinder and the inner side surface of the pipe body.
本发明的有益效果:与现有技术相比,本申请的旋管驱动系统,旋管驱动系统将源动力转换为旋管系统旋切和压力,实现强制式推拉,驱动旋管的推拉速度只与旋转速度关联,同时由于螺旋构件的放大效应,将产生强大的推拉力,实现核心动力转换、进程强制可控、反力传递的发明目的。Beneficial effects of the present invention: Compared with the prior art, the rotary tube driving system of the present application converts the source power into rotary cutting and pressure of the rotary tube system to achieve forced push-pull, and the push-pull speed of the driving rotary tube is only related to the rotation speed. At the same time, due to the amplification effect of the spiral component, a strong push-pull force will be generated, thereby achieving the invention purposes of core power conversion, forced controllable process, and reaction force transmission.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
利用附图对本发明作进一步说明,但附图中的实施例不构成对本发明的任何限制,对于本领域的普通技术人员,在不付出创造性劳动的前提下,还可以根据以下附图获得其它的附图。The present invention is further described using the accompanying drawings, but the embodiments in the accompanying drawings do not constitute any limitation to the present invention. A person skilled in the art can obtain other drawings based on the following drawings without creative work.
图1为本实施例中旋管驱动系统的结构示意图。FIG. 1 is a schematic structural diagram of a coil drive system in this embodiment.
图2为本实施例中旋管系统的结构示意图。FIG. 2 is a schematic diagram of the structure of the coil system in this embodiment.
图3为本实施例中钻盘的前视图。FIG. 3 is a front view of the drill disc in this embodiment.
图4为本实施例中钻盘的后视图。FIG. 4 is a rear view of the drill disc in this embodiment.
图5为本实施例中钻盘的剖视图。FIG. 5 is a cross-sectional view of the drill disc in this embodiment.
图6为图2中A处的放大图。FIG. 6 is an enlarged view of point A in FIG. 2 .
图7为本实施例中渣土旋出管的剖视图。FIG. 7 is a cross-sectional view of the slag rotary discharge pipe in this embodiment.
图8为本实施例中第二旋管的分解图。FIG. 8 is an exploded view of the second coil in this embodiment.
图9为本实施例中润滑接头机构的剖视图。FIG. 9 is a cross-sectional view of the lubrication joint mechanism in this embodiment.
图10为图2中B处的放大图。FIG. 10 is an enlarged view of point B in FIG. 2 .
图11为本实施例中电动销板机构的示意图。FIG. 11 is a schematic diagram of the electric pin plate mechanism in this embodiment.
图12为本实施例中第二旋管和第三旋管的剖视图。FIG. 12 is a cross-sectional view of the second coil and the third coil in this embodiment.
图13为本实施例中旋管驱动机的结构示意图。FIG. 13 is a schematic diagram of the structure of the rotary tube driving machine in this embodiment.
图14为图13中A-A处的剖视图。FIG14 is a cross-sectional view taken along line A-A in FIG13 .
图15为本实施例中驱动旋管的剖视图。FIG. 15 is a cross-sectional view of the driving coil in this embodiment.
图16为本实施例中驱动旋管的结构示意图。FIG. 16 is a schematic diagram of the structure of the driving coil in this embodiment.
图17为图13中B-B处的剖视图。FIG17 is a cross-sectional view taken along line B-B in FIG13 .
附图说明:机架1,排土系统11,吊装运输机构12,第一旋管2,第一管接槽21,定位块22,渣土旋出管3,第一管接头31,定位槽32,内圆筒33,钢梁34,螺旋叶片35,第二旋管4,润滑接头机构40,封口板41,第二润滑孔42,内筒管43,第二旋转接头44,第二管接槽45,第三旋管5,销板孔51,旋管驱动机构6,弧形滑板61,主动齿轴62,驱动旋管63,安装部64,咬合齿65,滑槽66,销板本体7,电动推杆71,伸缩杆72,楔形块73,安装耳74,楔形孔75,第一斜面76,第二斜面77,支承架78,导向柱79,复位弹簧70,钻盘8,切刀块81,滚刀孔82,滚刀机构83,出土孔84,锁紧螺栓85,基板86,第一润滑孔87,润滑液容纳仓88,第一旋转接头89,嵌板9,弹簧插销91。Description of the drawings: frame 1, soil discharge system 11, lifting and transporting mechanism 12, first rotary tube 2, first pipe connection groove 21, positioning block 22, soil rotary tube 3, first pipe joint 31, positioning groove 32, inner cylinder 33, steel beam 34, spiral blade 35, second rotary tube 4, lubrication joint mechanism 40, sealing plate 41, second lubrication hole 42, inner cylinder 43, second rotary joint 44, second pipe connection groove 45, third rotary tube 5, pin plate hole 51, rotary tube driving mechanism 6, arc slide plate 61, active gear shaft 62, drive Moving rotary tube 63, mounting portion 64, engaging teeth 65, slide groove 66, pin plate body 7, electric push rod 71, telescopic rod 72, wedge block 73, mounting ear 74, wedge hole 75, first inclined surface 76, second inclined surface 77, support frame 78, guide column 79, return spring 70, drill disc 8, cutting block 81, hob hole 82, hob mechanism 83, unearthed hole 84, locking bolt 85, base plate 86, first lubrication hole 87, lubricating liquid containing chamber 88, first rotary joint 89, panel 9, spring latch 91.
具体实施方式DETAILED DESCRIPTION
结合以下实施例对本发明作进一步描述。The present invention is further described in conjunction with the following examples.
本发明的旋管驱动系统的具体实施方式,请见图1所示,包括机架1、多个沿挖掘方向依次接驳的旋管、安装在机架1上且用于驱动旋管63本体旋转的旋管驱动机构6,机架1的侧方还设有用于吊装的吊装运输机构12。应当说明的是,吊装运输机构12主要完成旋管设备、铺设管材吊装和渣土出井等任务。可按需配备履带式吊车等现有成熟设备。The specific implementation of the coil drive system of the present invention is shown in FIG1 , which includes a frame 1, a plurality of coils connected in sequence along the excavation direction, a coil drive mechanism 6 installed on the frame 1 and used to drive the coil 63 body to rotate, and a hoisting and transporting mechanism 12 for hoisting is also provided on the side of the frame 1. It should be noted that the hoisting and transporting mechanism 12 mainly completes the tasks of coil equipment, pipe laying hoisting and slag removal from the well. Existing mature equipment such as crawler cranes can be equipped as needed.
在本实施例中,结合图2,多个旋管包括位于始端的第一旋管2、位于末端的第三旋管5以及位于第一旋管2和第二旋管4之间的第二旋管4和渣土旋出管3,第一旋管2的始端内固定安装有钻盘8,第三旋管5与旋管驱动机构6固接。In this embodiment, in combination with Figure 2, the multiple coils include a first coil 2 located at the starting end, a third coil 5 located at the end, and a second coil 4 and a slag rotary pipe 3 located between the first coil 2 and the second coil 4. A drill disc 8 is fixedly installed in the starting end of the first coil 2, and the third coil 5 is fixedly connected to the coil driving mechanism 6.
在本实施例中,结合图3,钻盘8包括多个固定安装在钻盘8工作面的切刀块81,多个切刀块81沿钻盘8的径向间隔排布,另外,钻盘8开设有多个沿钻盘8径向间隔排布的滚刀孔82,各个滚刀孔82内均可转动地安装有滚刀机构83。应当说明的是,切刀块81、滚刀机构83的排数和个数依据计算设置,在旋管的带动下可以做到无坚不摧。In this embodiment, in conjunction with FIG3 , the drill plate 8 includes a plurality of cutter blocks 81 fixedly mounted on the working surface of the drill plate 8, and the plurality of cutter blocks 81 are arranged at intervals along the radial direction of the drill plate 8. In addition, the drill plate 8 is provided with a plurality of roller cutter holes 82 arranged at intervals along the radial direction of the drill plate 8, and a roller cutter mechanism 83 is rotatably mounted in each roller cutter hole 82. It should be noted that the number of rows and the number of the cutter blocks 81 and the roller cutter mechanism 83 are set according to calculations, and can be indestructible under the drive of the coil.
结合图4,应当说明的是,钻盘8构件采用高强钢材,钻盘8是固定安装在第一旋管2内部的,主要通过锁紧螺栓85固定安装在第一旋管2内。钻盘8还开设有多个沿钻盘8径向间隔排布的出土孔84,出土孔84的设置主要将挖掘所产出的渣土移送至旋管内部,不但能够防止渣土阻碍挖掘进度,而且,渣土回填到旋管内部,能够增加旋管的结构强,避免底面隆起或塌陷对旋管造成压坏。另外,多个出土孔84的开口大小沿钻盘8的径向由里到外逐渐增大,能够供不同粒径大小的渣土进入,从而便于渣土的移送。In conjunction with FIG. 4 , it should be noted that the drill disc 8 is made of high-strength steel, and the drill disc 8 is fixedly installed inside the first coil 2, and is mainly fixed inside the first coil 2 by means of locking bolts 85. The drill disc 8 is also provided with a plurality of excavation holes 84 arranged at intervals along the radial direction of the drill disc 8. The excavation holes 84 are mainly provided to transfer the excavated slag to the inside of the coil, which can not only prevent the slag from hindering the excavation progress, but also, the slag is backfilled into the coil, which can increase the structural strength of the coil and prevent the bottom surface from bulging or collapsing and causing damage to the coil. In addition, the opening size of the plurality of excavation holes 84 gradually increases from the inside to the outside along the radial direction of the drill disc 8, which can allow slag of different particle sizes to enter, thereby facilitating the transfer of slag.
为了提高挖掘效率以及预防钻盘8磨损过快,结合图5,钻盘8包括筒状的基板86,切刀块81、滚刀孔82和出土孔84均设置在基板86上。基板86的外周侧面开设有第一润滑孔87,基板86的内底面形成有润滑液容纳仓88,润滑液容纳仓88的出口通过管道与第一润滑孔87连通,润滑液容纳仓88的入口固定安装有第一旋转接头89。应当说明的是,旋转接头与外部的润滑剂供给设备连接,保护润滑剂输送管不会因扭转而破坏,第一润滑孔87喷口喷出的润滑剂可大幅降低旋管的摩擦力,从而提高挖掘效率和延长使用寿命。In order to improve the excavation efficiency and prevent the drill disc 8 from wearing too quickly, in conjunction with FIG. 5 , the drill disc 8 includes a cylindrical base plate 86, on which the cutter block 81, the hob hole 82 and the excavation hole 84 are all arranged. A first lubrication hole 87 is provided on the outer peripheral side of the base plate 86, and a lubricating liquid storage tank 88 is formed on the inner bottom surface of the base plate 86. The outlet of the lubricating liquid storage tank 88 is connected to the first lubrication hole 87 through a pipeline, and a first rotary joint 89 is fixedly installed at the inlet of the lubricating liquid storage tank 88. It should be noted that the rotary joint is connected to an external lubricant supply device to protect the lubricant delivery pipe from being damaged by twisting. The lubricant sprayed from the nozzle of the first lubricating hole 87 can greatly reduce the friction of the rotary tube, thereby improving the excavation efficiency and extending the service life.
结合图6,渣土旋出管3与第一旋管2卡接,第一旋管2朝向渣土旋出管3的端部开设有第一管接槽21,渣土旋出管3朝向第一管接槽21的一端朝外凸出形成第一管接头31,第一管接头31与第一管接槽21均呈燕尾形状设置。燕尾形状的设计能够限制两个旋管之间的前后和左右的自由度。另外,为了限制旋管之间的上下的自由度,第一管接头31插入第一管接槽21中,第一管接头31的一侧与第一管接槽21的槽壁之间留有卡接间隙,卡接间隙内设置有嵌板9,嵌板9朝向第一管接槽21和第一管接头31的两端均安装有可伸缩运动的弹簧插销91,第一管接头31朝向弹簧插销91的端面和第一管接槽21朝向弹簧插销91的槽底均开设有供弹簧插销91插入的卡销孔。应当说明的是,第一旋管2与渣土旋出管3之间、渣土旋出管3与第二旋管4之间、第二旋管4与第二旋管4之间均可以采用上述利用嵌板9连接的安装方式进行卡接。使用时,将旋管的第一管接头31插入另一根旋管的第一管接槽21内,然后实现准确对位,第一管接头31的一侧与第二管接槽45压紧,此时形成卡接间隙,然后按压嵌板9两端的弹簧插销91,并将嵌板9插入卡接间隙中,待嵌板9移动至适当位置后,弹簧插销91会弹出并插入卡销孔内,实现卡接。应当说明的是,第一管接头31和第一管接槽21的高度和个数由计算确定,如阻力扭矩增加此时接头凹凸的高度和个数都会增加,甚至不得不增加管壁厚。该接头的平滑牢固连接,实现了传递主动力、完美桩孔护壁、顺利穿越溶洞和地下河、形成一个完美的施工空间。为了进一步精准定位,第一管接头31形成定位块22,第一管接槽21的槽底形成定位槽32,利用定位块22与定位槽32的配合,进一步对两个旋管进行精准定位。In conjunction with FIG6 , the slag rotary tube 3 is clamped with the first rotary tube 2. The first rotary tube 2 is provided with a first pipe connection groove 21 at the end of the slag rotary tube 3. One end of the slag rotary tube 3 protrudes outward toward the first pipe connection groove 21 to form a first pipe joint 31. The first pipe joint 31 and the first pipe connection groove 21 are both arranged in a dovetail shape. The dovetail shape design can limit the front-back and left-right freedom between the two rotary tubes. In addition, in order to limit the up-and-down freedom between the rotary tubes, the first pipe joint 31 is inserted into the first pipe connection groove 21. A clamping gap is left between one side of the first pipe joint 31 and the groove wall of the first pipe connection groove 21. A panel 9 is provided in the clamping gap. The panel 9 is provided with a spring latch 91 that can be retracted and moved at both ends of the panel 9 facing the first pipe connection groove 21 and the first pipe joint 31. A latch hole for inserting the spring latch 91 is provided on the end surface of the first pipe joint 31 facing the spring latch 91 and the bottom of the first pipe connection groove 21 facing the spring latch 91. It should be noted that the first spiral tube 2 and the slag rotary tube 3, the slag rotary tube 3 and the second spiral tube 4, and the second spiral tube 4 and the second spiral tube 4 can all be connected by the above-mentioned installation method of connecting with the panel 9. When in use, the first pipe joint 31 of the spiral tube is inserted into the first pipe connection groove 21 of another spiral tube, and then the accurate alignment is achieved. One side of the first pipe joint 31 is pressed against the second pipe connection groove 45, and a connection gap is formed at this time. Then the spring latches 91 at both ends of the panel 9 are pressed, and the panel 9 is inserted into the connection gap. After the panel 9 moves to the appropriate position, the spring latches 91 will pop out and insert into the latch hole to achieve the connection. It should be noted that the height and number of the first pipe joint 31 and the first pipe connection groove 21 are determined by calculation. If the resistance torque increases, the height and number of the joint bumps will increase, and even the pipe wall thickness has to be increased. The smooth and firm connection of the joint realizes the transmission of the main power, perfect pile hole wall protection, smooth passage through the cave and underground river, and the formation of a perfect construction space. For further precise positioning, the first pipe joint 31 forms a positioning block 22 , and the bottom of the first pipe joint groove 21 forms a positioning groove 32 . The positioning block 22 cooperates with the positioning groove 32 to further precisely position the two spiral pipes.
在本实施例中,结合图7,渣土旋出管3包括管体和架设在管体内部的内圆筒33,应当说明的是,内圆筒33通过间隔排布的多个钢梁34架设在管体的内部,内圆筒33的外周侧面与管体的内侧面之间均布有多个间隔排布的螺旋叶片35。应当说明的是,螺旋叶片35均为同一个螺旋方向设置,当渣土旋出管3正向旋转时,螺旋叶片35能够将渣土移送至管体内部,而渣土旋出管3反转旋转时,螺旋叶片35像止回阀一样封闭管道,防止渣土倒退,这个工作原理类似与水泥混浆搅拌机的原理,整个旋管系统来回往复运动直到排清旋管内渣土,实现特有的退土功能。In this embodiment, in conjunction with FIG. 7 , the slag rotary tube 3 includes a tube body and an inner cylinder 33 mounted inside the tube body. It should be noted that the inner cylinder 33 is mounted inside the tube body through a plurality of steel beams 34 arranged at intervals, and a plurality of spiral blades 35 arranged at intervals are evenly distributed between the outer peripheral side surface of the inner cylinder 33 and the inner side surface of the tube body. It should be noted that the spiral blades 35 are all set in the same spiral direction. When the slag rotary tube 3 rotates forward, the spiral blades 35 can transfer the slag to the inside of the tube body. When the slag rotary tube 3 rotates reversely, the spiral blades 35 close the pipeline like a check valve to prevent the slag from retreating. This working principle is similar to that of a cement slurry mixer. The entire rotary tube system reciprocates back and forth until the slag in the rotary tube is drained, realizing a unique soil retreat function.
在实际应用中,结合图8和图9,当第二旋管4内部充满渣土时,第二旋管4的自重会大幅增加导致第二旋管4与其基底间的摩擦力也大幅增加,为了缓减增加的摩擦力对挖掘的影响,第二旋管4设有润滑接头机构40,润滑接头机构40包括筒状的封口板41,封口板41的底面为密封结构,主要是用于封堵第二旋管4内部的渣土。封口板41的外周侧面开设有第二润滑孔42,封口板41的内部形成有内筒管43,内筒管43的出口通过管道与第二润滑孔42连通,内筒管43的入口处固定安装有第二旋转接头44。通过对第二旋管4的外壁进行润滑,从而降低摩擦系数,提高挖掘效率。In actual application, in combination with FIG8 and FIG9, when the interior of the second coil 4 is filled with debris, the deadweight of the second coil 4 will increase significantly, resulting in a significant increase in the friction between the second coil 4 and its base. In order to mitigate the effect of the increased friction on excavation, the second coil 4 is provided with a lubrication joint mechanism 40, which includes a cylindrical sealing plate 41. The bottom surface of the sealing plate 41 is a sealing structure, which is mainly used to seal the debris inside the second coil 4. A second lubrication hole 42 is provided on the outer peripheral side of the sealing plate 41, and an inner tube 43 is formed inside the sealing plate 41. The outlet of the inner tube 43 is connected to the second lubrication hole 42 through a pipeline, and a second rotary joint 44 is fixedly installed at the inlet of the inner tube 43. By lubricating the outer wall of the second coil 4, the friction coefficient is reduced and the excavation efficiency is improved.
结合图10、图11和图12,第三旋管5与第二旋管4连接,第二旋管4朝向第三旋管5的端部开设有第二管接槽45,第三旋管5开设有与第二管接槽45对准的销板孔51,第三旋管5固定安装有电动销板机构,电动销板机构包括穿过销板孔51并插入第二管接槽45内的销板本体7。电动销板机构还包括固定安装在第三旋管5上的电动推杆71,电动推杆71的两端部均设置有可伸缩运动的伸缩杆72,各个伸缩杆72的端部均固接有楔形块73,销板本体7朝向楔形块73的侧面凸出形成安装耳74,安装耳74内开设有楔形孔75,楔形孔75设有第一斜面76,楔形块73朝向楔形孔75的端部设有与第一斜面76倾斜方向相反的第二斜面77。第三旋管5还设有驱使销板本体7朝里运动的销板复位机构,销板复位机构包括固定安装在第三旋管5上的支承架78,销板本体7朝向支撑架内延伸出导向柱79,导向柱79的外周侧套设有复位弹簧70,复位弹簧70的一端与导向柱79固接,复位弹簧70的另一端与支撑架固接。电动销板机构工作时,电动推杆71的两个伸缩杆72朝外伸出,从而楔形块73插入楔形孔75中,在第一斜面76和第二斜面77的引导下,伸缩杆72将销板本体7升起,此时,复位弹簧70处于压缩状态;然后将第二旋管4的第二管接槽45与第三旋管5的销板孔51对准,电动推杆71的两个伸缩杆72回缩,压缩后的复位弹簧70利用其自身的弹力驱使销板本体7插入第二管接槽45和销板孔51中,从而实现第二旋管4和第三旋管5的自动对接。In conjunction with Fig. 10, Fig. 11 and Fig. 12, the third coil 5 is connected to the second coil 4, the second coil 4 is provided with a second pipe connection groove 45 at the end facing the third coil 5, the third coil 5 is provided with a pin plate hole 51 aligned with the second pipe connection groove 45, and the third coil 5 is fixedly installed with an electric pin plate mechanism, the electric pin plate mechanism includes a pin plate body 7 passing through the pin plate hole 51 and inserted into the second pipe connection groove 45. The electric pin plate mechanism also includes an electric push rod 71 fixedly installed on the third coil 5, both ends of the electric push rod 71 are provided with telescopic rods 72 that can be telescopically moved, and the ends of each telescopic rod 72 are fixedly connected with a wedge block 73, the pin plate body 7 protrudes toward the side of the wedge block 73 to form a mounting ear 74, the mounting ear 74 is provided with a wedge hole 75, the wedge hole 75 is provided with a first inclined surface 76, and the end of the wedge block 73 facing the wedge hole 75 is provided with a second inclined surface 77 opposite to the inclination direction of the first inclined surface 76. The third rotary tube 5 is also provided with a pin plate reset mechanism for driving the pin plate body 7 to move inward, and the pin plate reset mechanism includes a support frame 78 fixedly mounted on the third rotary tube 5, and the pin plate body 7 extends a guide column 79 toward the support frame, and a reset spring 70 is sleeved on the outer peripheral side of the guide column 79, one end of the reset spring 70 is fixedly connected to the guide column 79, and the other end of the reset spring 70 is fixedly connected to the support frame. When the electric pin plate mechanism is working, the two telescopic rods 72 of the electric push rod 71 extend outward, so that the wedge block 73 is inserted into the wedge hole 75, and under the guidance of the first inclined surface 76 and the second inclined surface 77, the telescopic rod 72 lifts the pin plate body 7, at this time, the return spring 70 is in a compressed state; then the second pipe connection groove 45 of the second coil 4 is aligned with the pin plate hole 51 of the third coil 5, the two telescopic rods 72 of the electric push rod 71 retract, and the compressed return spring 70 uses its own elastic force to drive the pin plate body 7 to insert into the second pipe connection groove 45 and the pin plate hole 51, thereby realizing the automatic docking of the second coil 4 and the third coil 5.
本实施例的第一旋管2、第二旋管4、渣土旋出管3和第三旋管5组合形成旋管系统,该旋管系统的传递主动力包括刀盘的旋切力、压力、旋管的水平拉力和顶压力,起到完美的孔护壁作用,实现引管和顶管均可。旋管的平滑连接使穿越溶洞和地下河成为现实:可以将钢管或塑料管通过引管的方式直接穿过,旋管内空形成一个完美的施工空间,使退土、润滑剂泵送等施工操作可以顺利进行,同时渣土会填满旋管内空,避免地面隆起或塌陷的情况发生。The first coil 2, the second coil 4, the slag rotary tube 3 and the third coil 5 of this embodiment are combined to form a coil system. The main driving force transmitted by the coil system includes the rotary cutting force and pressure of the cutter head, the horizontal tension and top pressure of the coil, which plays a perfect role in protecting the hole wall and can realize both pipe guiding and pipe jacking. The smooth connection of the coil makes it possible to cross caves and underground rivers: steel pipes or plastic pipes can be directly passed through by means of pipe guiding, and the inner space of the coil forms a perfect construction space, so that construction operations such as soil withdrawal and lubricant pumping can be carried out smoothly. At the same time, the slag will fill the inner space of the coil to avoid ground bulging or collapse.
在本实施例中,结合图13和图14,旋管驱动机构6包括固定安装在机架1内部两侧的弧形滑板61、主动齿轴62和驱动旋管63。In this embodiment, referring to FIG. 13 and FIG. 14 , the coil driving mechanism 6 includes an arc-shaped slide plate 61 fixedly mounted on both sides of the interior of the frame 1 , a driving gear shaft 62 and a driving coil 63 .
结合图15和图16,驱动旋管63的前端延伸出与第三旋管5固接的安装部64,驱动旋管63的外周侧面设有多个以顶管方向为轴向并以螺旋状间隔排布的咬合齿65。15 and 16 , a mounting portion 64 fixedly connected to the third coil 5 extends from the front end of the driving coil 63 , and a plurality of engaging teeth 65 arranged at intervals in a spiral shape with the top pipe direction as the axial direction are provided on the outer peripheral side of the driving coil 63 .
结合图17,各个弧形滑板61的内侧面均开设有以顶管方向为轴向螺旋设置的滑槽66。咬合齿65插入滑槽66内,主动齿轴62以顶管方向为轴向固定安装在机架1上,主动齿轴62与咬合齿65啮合。工作时,主动齿轴62进行转动,驱动旋管63的咬合齿65与主动齿轴62啮合,从而使驱动旋管63旋转,在咬合齿65和滑槽66的螺旋引导下,驱动旋管63能够沿挖掘方向运动并同时进行旋转,不但能够为钻盘8提供适当的转动挖掘力,而且,还能够为钻盘8提供一个朝前推进的压力。In conjunction with FIG17 , the inner side surface of each arc-shaped slide plate 61 is provided with a slide groove 66 which is spirally arranged with the jacking direction as the axial direction. The engaging teeth 65 are inserted into the slide groove 66, and the driving gear shaft 62 is fixedly installed on the frame 1 with the jacking direction as the axial direction, and the driving gear shaft 62 is meshed with the engaging teeth 65. During operation, the driving gear shaft 62 rotates, and the engaging teeth 65 of the driving coil 63 are meshed with the driving gear shaft 62, so that the driving coil 63 rotates. Under the spiral guidance of the engaging teeth 65 and the slide groove 66, the driving coil 63 can move in the excavation direction and rotate at the same time, which can not only provide the drill disc 8 with appropriate rotational excavation force, but also provide the drill disc 8 with a forward pushing pressure.
应当说明的是,旋管驱动机构6还包括驱动主动齿轴转动的驱动源。在本实施例中,驱动源为驱动电机,驱动电机通过变速机构与主动齿轴62传动连接驱动电机及变速机构依据计算要求,直接采用现有设备:实现在阻力大时自动变慢、在阻力小时自动变快。驱动旋管63承接主动齿轴62的变速动力,配合咬合齿65和滑槽66之间的螺旋式导轨,实现强制式推拉,驱动旋管63的推拉速度只与旋转速度关联,同时由于螺旋构件的放大效应,将产生强大的推拉力,实现核心动力转换、进程强制可控、反力传递的发明目的。旋管驱动系统将源动力转换为旋管系统旋切和压力,实现强制式进退。It should be noted that the coil drive mechanism 6 also includes a driving source for driving the active gear shaft to rotate. In the present embodiment, the driving source is a driving motor, which is connected to the active gear shaft 62 through a speed change mechanism. The driving motor and the speed change mechanism are directly used according to the calculation requirements to realize automatic slowing down when the resistance is large and automatic speeding up when the resistance is small. The driving coil 63 receives the speed change power of the active gear shaft 62, and cooperates with the spiral guide rail between the meshing teeth 65 and the slide groove 66 to realize forced pushing and pulling. The pushing and pulling speed of the driving coil 63 is only related to the rotation speed. At the same time, due to the amplification effect of the spiral component, a strong pushing and pulling force will be generated, realizing the invention purpose of core power conversion, forced controllable process, and reaction force transmission. The coil drive system converts the source power into rotary cutting and pressure of the coil system to realize forced advance and retreat.
在本实施例中,为了更好地使弧形滑板和驱动旋管之间形成导向和紧密的传动关系,弧形滑板的长度与驱动旋管的周长的比值为4:1。In this embodiment, in order to better form a guiding and tight transmission relationship between the arc-shaped slide plate and the driving coil, the ratio of the length of the arc-shaped slide plate to the circumference of the driving coil is 4:1.
本实施例的引顶管机的工作过程为:第一,先将第三旋管5与驱动旋管63固接,第二,将第三旋管5向前移动套上渣土旋出管3并连接,第三,将渣土旋出管3与第一旋管2连接,第四,连接相关的润滑系统,第五,启动驱动源,第一旋管2、渣土旋出管3、第三旋管5和驱动旋管63共同旋转,位于第一旋管2端部的钻盘8向前钻挖,第六,当挖掘到恰当位置时,停止驱动源,断开第三旋管5与渣土旋出管3之间的连接,放入第二旋管4,将第二旋管4连接在渣土旋出管3与第三旋管5之间,再次启动驱动源进行挖掘,第七,重复第五步和第六步可以不断加入旋管段使旋管不断向前掘进,其中每前进约10m要加入一个渣土旋出管3,第八,每前进20-30m做一次退土:依据地质勘查资料,在确定钻头所在位置地质稳定不会塌陷情况下,整个旋管系统来回往复运动直到排清旋管内渣土。渣土、泥浆排至引顶管机井的集土槽而后通过排土系统11排出井外。The working process of the pipe jacking machine of this embodiment is as follows: first, the third coil 5 is fixedly connected to the driving coil 63; second, the third coil 5 is moved forward to cover the slag screw-out pipe 3 and connect; third, the slag screw-out pipe 3 is connected to the first coil 2; fourth, the relevant lubrication system is connected; fifth, the driving source is started, the first coil 2, the slag screw-out pipe 3, the third coil 5 and the driving coil 63 rotate together, and the drill disc 8 at the end of the first coil 2 drills forward; sixth, when the excavation reaches the appropriate position, the driving source is stopped, and the third coil 5 is disconnected from the first coil 2. The second spiral tube 4 is connected between the slag rotary tube 3 and the third spiral tube 5, and the driving source is started again to dig. Seventh, repeating the fifth and sixth steps can continuously add spiral tube sections to make the spiral tube continuously advance forward, wherein a slag rotary tube 3 is added for every 10m of advance. Eighth, soil is withdrawn every 20-30m: according to the geological survey data, when it is determined that the geological stability of the drill bit position will not collapse, the entire spiral tube system reciprocates back and forth until the slag in the spiral tube is drained. The slag and mud are discharged to the soil collecting trough of the jacking pipe well and then discharged out of the well through the soil discharge system 11.
本实施例的引顶管机的另外一个用于就是用于引管,即埋藏管道。引管作业,选取适合钢管、塑料管、电缆等可以拖拉铺设的管材,让在接应井将第一旋管2连带钻盘8一起拆出并断开润滑液管,然后放入引管头和连接润滑液管与第二旋管4连接,引管头另一端与需要埋藏的管道连接,启动旋管并拖动需要埋藏的管道进入孔洞,反复在接应井接入管道,在引顶管机井卸除旋管,最终将需要埋藏的管道由接应井引到空洞中。Another use of the pipe jacking machine of this embodiment is to guide pipes, that is, to bury pipes. For the pipe guiding operation, select pipes that can be dragged and laid, such as steel pipes, plastic pipes, cables, etc., remove the first coil 2 together with the drill plate 8 in the receiving well and disconnect the lubricating liquid pipe, then put in the pipe guiding head and connect the lubricating liquid pipe to the second coil 4, connect the other end of the pipe guiding head to the pipe to be buried, start the coil and drag the pipe to be buried into the hole, repeatedly connect the pipe in the receiving well, remove the coil in the pipe jacking machine well, and finally guide the pipe to be buried from the receiving well to the cavity.
与现有技术相比,本申请的旋管驱动系统,旋管驱动系统将源动力转换为旋管系统旋切和压力,实现强制式推拉,驱动旋管的推拉速度只与旋转速度关联,同时由于螺旋构件的放大效应,将产生强大的推拉力,实现核心动力转换、进程强制可控、反力传递的发明目的。Compared with the prior art, the rotary tube drive system of the present application converts the source power into rotary cutting and pressure of the rotary tube system to achieve forced push-pull. The push-pull speed of the driving rotary tube is only related to the rotation speed. At the same time, due to the amplification effect of the spiral component, a strong push-pull force will be generated, thereby achieving the invention purposes of core power conversion, forced controllable process, and reaction force transmission.
最后应当说明的是,以上实施例仅用以说明本发明的技术方案,而非对本发明保护范围的限制,尽管参照较佳实施例对本发明作了详细地说明,本领域的普通技术人员应当理解,可以对本发明的技术方案进行修改或者等同替换,而不脱离本发明技术方案的实质和范围。Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the present invention, rather than to limit the scope of protection of the present invention. Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solution of the present invention can be modified or replaced by equivalents without departing from the essence and scope of the technical solution of the present invention.
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