[go: up one dir, main page]

CN102003140B - A horizontal directional drilling pipeline crossing reverse circulation drilling method and special drill bit - Google Patents

A horizontal directional drilling pipeline crossing reverse circulation drilling method and special drill bit Download PDF

Info

Publication number
CN102003140B
CN102003140B CN201010515142A CN201010515142A CN102003140B CN 102003140 B CN102003140 B CN 102003140B CN 201010515142 A CN201010515142 A CN 201010515142A CN 201010515142 A CN201010515142 A CN 201010515142A CN 102003140 B CN102003140 B CN 102003140B
Authority
CN
China
Prior art keywords
drilling
drill
reaming
mud
bit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201010515142A
Other languages
Chinese (zh)
Other versions
CN102003140A (en
Inventor
马保松
韦立勇
兰海涛
曾聪
舒彪
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China University of Geosciences
Original Assignee
China University of Geosciences
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China University of Geosciences filed Critical China University of Geosciences
Priority to CN201010515142A priority Critical patent/CN102003140B/en
Publication of CN102003140A publication Critical patent/CN102003140A/en
Application granted granted Critical
Publication of CN102003140B publication Critical patent/CN102003140B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Earth Drilling (AREA)

Abstract

The invention provides a traversing reverse circulating drilling method of a horizontal directional drilling pipeline and a special drilling bit, which are suitable for laying oil-gas pipelines and municipal pipelines. The drilling method comprises the following steps of: mounting a gravel pump at the outer end of a drilling machine or a pit, wherein hollow cavities are formed in the drilling bit and the drilling stem in use; arranging a slag suction port communicated with a borehole circular space on a reaming drilling bit; sleeving a roller cone seat with a roller cone outside the body of the reaming drilling bit, wherein the position of the roller cone corresponds to that of the slag suction port; arranging a plug for blockage at one end of the reaming drilling bit; and circularly flowing slurry according to a flowing direction from a slurry pond to the borehole circular space, the reaming drilling bit, the drilling stem, the gravel pump and the slurry pond during drilling so as to reach the aim of deslagging. The method and the drilling bit of the invention can be adopted to effectively remove drilling slag and gravel in the horizontal borehole and solve various problems in the traversing construction of the large-diameter horizontal directional drilling pipeline.

Description

一种水平定向钻管道穿越反循环钻进方法及专用钻头A horizontal directional drilling pipeline crossing reverse circulation drilling method and special drill bit

所属技术领域 Technical field

本发明涉及一种水平定向钻管道穿越反循环钻进方法及专用钻头,这种水平定向钻管道穿越反循环钻进方法特别适用于进行油气或市政管道铺设,属于非开挖工程领域。The invention relates to a horizontal directional drilling pipeline crossing reverse circulation drilling method and a special drill bit. The horizontal directional drilling pipeline crossing reverse circulation drilling method is particularly suitable for laying oil and gas or municipal pipelines and belongs to the field of non-excavation engineering.

背景技术 Background technique

目前,在采用水平定向钻进铺设管道施工中,由于施工管道长度和口径越来越大。随着管道长度和钻孔直径的增大,扩孔过程中产生的钻屑也成倍地增多,而且岩层钻进中所产生的岩屑粒径较大,因此岩层钻进清渣更为困难。特别是对于像西气东输二线上的大直径、长距离穿越工程项目,如何有效地清除钻孔内的钻渣更是个非常困难的问题。一个关键的原因就是钻孔环状空间内泥浆的流速非常低,根本达不到有效排渣的最小临界流速要求。At present, in the construction of pipelines laid by horizontal directional drilling, the length and diameter of construction pipelines are getting larger and larger. As the length of the pipeline and the diameter of the borehole increase, the cuttings generated during the reaming process also doubles, and the particle size of the cuttings generated during the drilling of the rock formation is larger, so it is more difficult to remove the slag when drilling into the rock formation . Especially for large-diameter, long-distance crossing projects like the Second West-East Gas Pipeline, how to effectively remove the drilling slag in the borehole is a very difficult problem. A key reason is that the flow rate of mud in the annular space of the borehole is very low, which cannot meet the minimum critical flow rate requirement for effective slag discharge.

另外,大型水平定向钻穿越工程所需要的施工设备也特别庞大,钻机的扭矩往往要达到10万牛米以上,对水平定向钻进用的钻机和机具设计制造都提出了很高的要求。现有的水平定向钻进工艺方法中存在如下技术经济问题:In addition, the construction equipment required for large-scale horizontal directional drilling crossing projects is also particularly large, and the torque of the drilling rig often reaches more than 100,000 Nm, which puts forward high requirements for the design and manufacture of drilling rigs and tools for horizontal directional drilling. The following technical and economic problems exist in the existing horizontal directional drilling process:

1)特大井孔、超低流速、高岩屑浓度下的携砂难题。很难将钻孔内的泥砂排除干净,尤其是较大颗粒的钻渣或卵砾石。1) The problem of sand carrying under the condition of extra large wellbore, ultra-low flow rate and high cuttings concentration. It is difficult to remove the mud and sand in the borehole, especially the larger particles of drilling slag or pebbles.

2)地层的窜浆问题。在钻进过程中,泥浆需要有一定的压力才能保证有效地排出钻屑,但是水平定向钻穿越的地层一般15-25m深的浅地层,在压力作用下,泥浆极易穿透松散的表层土或通过地层裂隙窜漏到地表。2) Slurry channeling in the formation. During the drilling process, the mud needs to have a certain pressure to ensure the effective discharge of cuttings. However, the strata traversed by horizontal directional drilling are generally shallow strata with a depth of 15-25m. Under the action of pressure, the mud can easily penetrate the loose topsoil Or leak to the surface through formation fissures.

3)需要进行多次洗孔作业,消耗大量泥浆材料;如西气东输二线某950米的定向钻河流穿越项目消耗膨润土5000余吨。3) Multiple hole washing operations are required, which consume a large amount of mud materials; for example, a 950-meter directional drilling river crossing project on the Second West-East Gas Pipeline consumes more than 5,000 tons of bentonite.

4)施工工序多,需要多次洗孔,施工工期较长。4) There are many construction procedures, and many times of hole washing are required, and the construction period is long.

5)工程风险大,由于孔内渣土很难清除干净,易造成管道回拖失败。5) The engineering risk is high, because it is difficult to remove the muck in the hole, and it is easy to cause the failure of the pipeline to drag back.

6)由于孔内沉渣较多,泥浆中沙土含量较大,易造成钻具磨损严重、扩孔扭矩过大,出现卡钻和钻具折断等工程事故。6) Due to the large amount of sediment in the hole and the large content of sand in the mud, it is easy to cause serious wear of the drilling tool, excessive reaming torque, and engineering accidents such as drill sticking and drilling tool breakage.

7)由于上述诸多不利影响,使得工程成本较高。7) Due to the above-mentioned many adverse effects, the engineering cost is relatively high.

发明内容 Contents of the invention

为了克服上述现有技术中出现的问题,本发明提供了一种水平定向钻管道穿越反循环钻进方法及专用钻头,该工艺方法在传统钻井泥浆正循环的基础上,通过改变钻孔泥浆的循环方向,使之与现有技术中泥浆的循环方向正好相反。大大提高了携带钻渣的泥浆的循环流动速度,能够有效地排除水平钻孔中的钻渣和碎石。采用本发明的工艺方法及钻头,目前困扰大直径水平定向钻管道穿越施工的诸多问题都将迎刃而解。In order to overcome the above-mentioned problems in the prior art, the present invention provides a horizontal directional drilling pipe crossing reverse circulation drilling method and a special drill bit. The process is based on the traditional drilling mud positive circulation, by changing the drilling mud The circulation direction makes it just opposite to the circulation direction of the mud in the prior art. The circulation speed of the mud carrying the drilling slag is greatly improved, and the drilling slag and gravel in the horizontal drilling can be effectively removed. By adopting the technological method and the drill bit of the present invention, many problems that currently plague the crossing construction of large-diameter horizontal directional drilling pipelines can be easily solved.

本发明解决其技术问题所采用的技术方案是:一种水平定向钻管道穿越反循环钻进方法,钻机的钻杆通过入土坑进入钻孔环状空间,钻孔环状空间的另一端为出土坑,钻杆通过钻杆接头与扩孔钻头连接,钻杆内部与扩孔钻头内部均为中空的腔体,扩孔钻头上设有与钻孔环状空间连通的吸渣口,两腔体、吸渣口和钻孔环状空间共同形成泥浆通道,砂石泵安放于钻机或者出土坑的外端;当砂石泵安放于钻机外端时,将入土坑作为泥浆池,砂石泵经钻杆与中空的扩孔钻头连通,且将扩孔钻头靠近出土坑的一端用堵头封堵;当砂石泵安放于出土坑外端时,将出土坑作为泥浆池,砂石泵经钻杆与中空的扩孔钻头连通,且将扩孔钻头靠近入土坑的一端用堵头封堵,钻进中使泥浆按照泥浆池→钻孔环状空间→扩孔钻头→钻杆→砂石泵→泥浆池的流动方向循环流动。The technical solution adopted by the present invention to solve the technical problem is: a horizontal directional drilling pipe crossing reverse circulation drilling method, the drill pipe of the drilling rig enters the annular space of the drilling hole through the pit, and the other end of the annular space of the drilling hole is the unearthed The drill pipe is connected to the reaming bit through the drill pipe joint. Both the inside of the drill pipe and the reaming bit are hollow cavities. , the slag suction port and the drilling annular space together form a mud channel, and the gravel pump is placed at the outer end of the drilling rig or the excavation pit; when the gravel pump is placed at the outer end of the drilling rig, the pit is used as a mud pool, and the gravel pump is The drill pipe is connected with the hollow reaming drill bit, and the end of the reaming drill bit close to the excavation pit is sealed with a plug; The rod is connected with the hollow reaming bit, and the end of the reaming bit close to the pit is blocked with a plug, and the mud is drilled according to the mud pool → drilling annular space → reaming bit → drill pipe → gravel pump → The flow direction of the mud pool circulates the flow.

且本发明中可将钻进中排出的泥浆沉淀后反复利用。And in the present invention, the mud discharged during drilling can be deposited and reused.

本发明还提供了一种能实现这种水平定向钻管道穿越反循环钻进工艺的专用钻头,该钻头的钻头体内部为中空的空腔,安装有牙轮的牙轮座套装于钻头体外,钻头体中段设有吸渣口,吸渣口的位置与牙轮对应,钻头体的一端设有用于封堵的堵头。The present invention also provides a special drill bit capable of realizing the horizontal directional drilling pipeline crossing reverse circulation drilling process. The inside of the drill body of the drill bit is a hollow cavity, and the cone seat on which the cone is installed is sleeved on the drill body. The middle part of the drill bit body is provided with a slag suction port, the position of the slag suction port corresponds to the cone, and one end of the drill bit body is provided with a plug for sealing.

由上述技术方案可知本发明将现有的扩孔工艺中泥浆的正循环方式,即在扩孔过程中,泥浆的循环途径为:泥浆池→泥浆泵→钻杆→扩孔钻头→钻孔环状空间→泥浆池,改变为反循环方向流动,即为:泥浆池→钻孔环状空间→扩孔钻头→钻杆→砂石泵→泥浆池。本发明通过改变砂石泵安装的位置和使用中空的设有吸渣口的钻头,既可实现从钻机一侧的反循环扩孔钻进,也可实现从管道入土侧的反循环扩孔钻进,能将反循环扩孔工艺的有效施工长度增加一倍。It can be seen from the above technical scheme that the present invention uses the positive circulation mode of the mud in the existing reaming process, that is, in the reaming process, the circulation path of the mud is: mud pool→mud pump→drill pipe→reaming drill bit→drilling ring Shaped space → mud pool, change to reverse circulation direction flow, that is: mud pool → drilling annular space → reaming drill bit → drill pipe → gravel pump → mud pool. By changing the installation position of the gravel pump and using a hollow drill bit with a slag suction port, the invention can not only realize the reverse circulation reaming drilling from the side of the drilling rig, but also realize the reverse circulation reaming drilling from the side of the pipeline entering the soil It can double the effective construction length of the reverse circulation reaming process.

本发明具有如下几个方面的突出优点:The present invention has the following outstanding advantages:

1.反循环钻进泥浆在钻杆中心通道中具有较高的上返流速(可达2-4m/s),这将使钻进效率大大提高,将在很大程度上降低动力消耗、降低破岩工具的消耗,从而使施工周期大幅缩短,施工成本大幅降低。1. The reverse circulation drilling mud has a relatively high upward flow velocity (up to 2-4m/s) in the center channel of the drill pipe, which will greatly improve the drilling efficiency, and will greatly reduce power consumption and reduce The consumption of rock-breaking tools greatly shortens the construction period and greatly reduces the construction cost.

2.可高效地、全程地清除整个钻孔中的每一处钻渣,不留死角。因此可有效地降低钻孔的扩径系数,从而降低扩孔级数和洗孔次数。2. It can efficiently and completely remove every drilling slag in the whole drilling without leaving any dead ends. Therefore, the diameter expansion coefficient of drilling can be effectively reduced, thereby reducing the number of reaming stages and hole washing times.

3.正循环清渣系统使用的往复式泥浆泵,对泥浆中的含沙量要求非常严格,即使使用泥浆净化装置也不易将使用过的泥浆处理达标,而反循环清渣系统使用的是沙石泵,对泥浆中的含沙量几乎没有要求,携带钻渣返出孔外的泥浆只需稍加沉淀即可重复使用。3. The reciprocating mud pump used in the positive circulation slag removal system has very strict requirements on the sand content in the mud. Even if the mud purification device is used, it is not easy to treat the used mud up to the standard, while the reverse circulation slag removal system uses sand The stone pump has almost no requirements on the sand content in the mud, and the mud that carries the drilling slag back out of the hole can be reused only after a little precipitation.

4.可大大减少泥浆的使用量。采用反循环技术则可大大减少泥浆的使用量,从而可大幅度地降低施工成本,减少泥浆对环境的污染。4. Can greatly reduce the amount of mud used. The use of reverse circulation technology can greatly reduce the amount of mud used, thereby greatly reducing construction costs and reducing the pollution of mud to the environment.

5.可大幅度降低对泵站设备配置的要求。使用反循环技术,可降低所配置的往复式泥浆泵的规格,降低对泥浆处理设备的要求,因而可大大降低设备配置费用和设备进出场费用,节省泥浆处理费用,避免因泥浆处理不及时而被迫停工等。5. It can greatly reduce the requirements for the equipment configuration of the pumping station. The use of reverse circulation technology can reduce the specifications of the configured reciprocating mud pumps and reduce the requirements for mud treatment equipment, thus greatly reducing equipment configuration costs and equipment entry and exit costs, saving mud treatment costs, and avoiding failure due to untimely mud treatment. Forced to stop work etc.

6.可大大提高管道回拖的安全性。采用反循环清渣系统,可高效地、全程地清除整个钻孔中的每一处钻渣,不留死角,因此可大大提高拉管作业的安全性。6. It can greatly improve the safety of pipeline dragging back. The reverse circulation slag removal system can efficiently and completely remove every slag in the entire drilling without leaving any dead angle, so the safety of the pipe drawing operation can be greatly improved.

7.水平定向钻反循环钻进施工中不会出现泥浆窜漏和地面冒浆问题。环状空间中的泥浆几乎是靠重力流动,没有压力,所以一般不会穿透松散的表层土窜漏到地表。7. During the horizontal directional drilling reverse circulation drilling construction, there will be no problems of mud leakage and ground slurry leakage. The mud in the annulus flows almost by gravity and has no pressure, so it generally does not seep through the loose topsoil to the surface.

附图说明 Description of drawings

图1为实施例1中砂石泵安放于钻机外端时,用反循环钻进工艺方法扩孔示意图。Fig. 1 is a schematic diagram of hole reaming using the reverse circulation drilling process when the gravel pump is placed on the outer end of the drilling rig in Example 1.

图2为实施例2中砂石泵安放于出土坑外端时,用反循环钻进工艺方法扩孔示意图。Fig. 2 is a schematic diagram of hole reaming by reverse circulation drilling process when the gravel pump in embodiment 2 is placed at the outer end of the excavation pit.

图3为实施例1所用钻头结构示意图。Figure 3 is a schematic diagram of the structure of the drill used in Example 1.

图4为实施例2所用钻头结构示意图。FIG. 4 is a schematic diagram of the structure of the drill used in Example 2.

图中1、砂石泵;2、钻机;3、钻杆;4、入土坑;5、河道;6、扶正器;7、扩孔钻头;8、出土坑;9、钻孔环状空间;10、保护辐条;11、牙轮;12、牙轮座;13、吸渣口;14、钻头锥体;15、堵头;16、笔状锥头,17、钻杆接头。In the figure 1. Gravel pump; 2. Drilling rig; 3. Drill pipe; 4. Burying pit; 5. River course; 6. Centralizer; 7. Reaming bit; 10. Protective spokes; 11. Cone cone; 12. Cone seat; 13. Slag suction port; 14. Drill bit cone; 15. Plug; 16. Pencil cone; 17. Drill pipe joint.

具体实施方式 Detailed ways

下面结合附图和实施例对本实用新型作进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.

如图1、图2所示,本发明提供的水平定向钻管道穿越反循环钻进方法是在传统钻井泥浆循环的基础上,通过改变配套设备和采用新结构的钻头,实现钻进中泥浆按照泥浆池→钻孔环状空间→扩孔钻头→钻杆→砂石泵→泥浆池的流动方向循环流动,该工艺中钻机2的钻杆3通过入土坑4进入钻孔环状空间9,钻孔环状空间9的另一端为出土坑8,钻机2的钻杆3外设有扶正器6,钻杆3通过钻杆接头与扩孔钻头7连接,钻杆内部与扩孔钻头内部均为中空的腔体,扩孔钻头7上设有与钻孔环状空间9连通的吸渣口13,两腔体、吸渣口13和钻孔环状空间9共同形成泥浆通道,砂石泵1安放于钻机2或者出土坑8的外端。图1所示的实施例1中,砂石泵1安放于钻机2外端,将入土坑4作为泥浆池,砂石泵1与中空的钻杆3连通,且将钻杆3靠近出土坑8的一端用堵头15封堵,钻进时砂石泵1通过钻杆3、扩孔钻头7处的吸渣口13不断地抽出充满于钻孔环状空间9中的泥浆,扩孔钻头7切削下来的钻渣被泥浆悬浮夹带,随着被抽出的泥浆通过吸渣口13进入钻头空腔,通过钻杆3、砂石泵1而携带到地表,从而实现排渣,图1中的箭头表示了泥浆的流动方向,经测试泥浆在钻杆中的上返流速高达2-4m/s,随着孔底泥浆的不断被抽出,泥浆池里的泥浆通过重力进入钻孔环状空间9对循环体系中的泥浆进行补充;被抽出的泥浆经过净化处理(如沉淀)排除钻渣后可重复利用。图2所示的实施例2中,砂石泵1安放于出土坑8外端,将出土坑8作为泥浆池,砂石泵1与中空的钻杆3连通,且将钻杆3靠近扶正器6的一端用堵头14封堵,钻进时在砂石泵1的抽吸作用下,泥浆由钻孔环状空间9经扩孔钻头处的吸渣口13和钻杆3内部的中空通道被抽吸至地表,图2中的箭头表示了泥浆的流动方向,扩孔钻头7切削下来的钻渣直接掉入或随泥浆被吸入钻杆空腔,并随着循环的泥浆被携带到地表,从而实现反循环排渣的目的。本发明提供的水平定向钻管道穿越反循环钻进工艺方法特别适用于非开挖工程,如图1、图2所示为河道5底部穿越工程。As shown in Figure 1 and Figure 2, the horizontal directional drilling pipeline crossing reverse circulation drilling method provided by the present invention is based on the traditional drilling mud circulation, by changing the supporting equipment and adopting a new structure of the drill bit, the mud in the drilling process is realized according to Mud pool→drilling annular space→reaming drill bit→drill pipe→sand pump→mud pool flows in a circular flow direction. In this process, the drill pipe 3 of the drilling rig 2 enters the drilling annular space 9 through the entry pit 4, and the drilling The other end of the hole annular space 9 is an excavation pit 8, the drill pipe 3 of the drilling rig 2 is provided with a centralizer 6, the drill pipe 3 is connected with the reaming bit 7 through the drill pipe joint, and the inside of the drill pipe and the reaming bit are both Hollow cavity, the reaming bit 7 is provided with a slag suction port 13 communicating with the drilling annular space 9, the two cavities, the slag suction port 13 and the drilling annular space 9 jointly form a mud channel, and the gravel pump 1 Be placed on the outer end of drilling machine 2 or excavation pit 8. In the embodiment 1 shown in Fig. 1, the gravel pump 1 is placed on the outer end of the drilling rig 2, and the pit 4 is used as a mud pool, the gravel pump 1 communicates with the hollow drill pipe 3, and the drill pipe 3 is placed close to the excavation pit 8 When drilling, the gravel pump 1 continuously extracts the mud filled in the annular space 9 of the borehole through the slag suction port 13 at the drill pipe 3 and the reaming bit 7, and the reaming bit 7 The cut drilling slag is entrained by the suspension of the mud, and as the extracted mud enters the cavity of the drill bit through the slag suction port 13, it is carried to the surface through the drill pipe 3 and the gravel pump 1, thereby realizing slag discharge, the arrow in Figure 1 Indicates the flow direction of the mud. After testing, the upward return flow velocity of the mud in the drill pipe is as high as 2-4m/s. As the mud at the bottom of the hole is continuously pumped out, the mud in the mud pool enters the annular space of the drill hole by gravity 9 pairs The mud in the circulation system is replenished; the pumped mud can be reused after purification treatment (such as sedimentation) to remove drilling slag. In the embodiment 2 shown in Fig. 2, the gravel pump 1 is placed on the outer end of the excavation pit 8, and the excavation pit 8 is used as a mud pool, the gravel pump 1 communicates with the hollow drill pipe 3, and the drill pipe 3 is placed close to the centralizer One end of 6 is blocked with a plug 14. Under the suction of the gravel pump 1 during drilling, the mud flows from the annular space 9 of the borehole through the slag suction port 13 at the reaming drill bit and the hollow passage inside the drill pipe 3. The arrows in Figure 2 indicate the flow direction of the mud, and the drilling slag cut by the reaming bit 7 directly falls into or is sucked into the cavity of the drill pipe with the mud, and is carried to the surface with the circulating mud , so as to achieve the purpose of reverse circulation slagging. The horizontal directional drilling pipeline crossing reverse circulation drilling process provided by the present invention is particularly suitable for non-excavation projects, as shown in Fig. 1 and Fig. 2 , the crossing project at the bottom of the river channel 5.

本发明中所用钻头的钻头体内部为中空的空腔,且钻头体中段设有吸渣口13,且吸渣口13处钻头体的直径大于钻头体其余部分的直径,以形成一个较大的空腔用于吸渣,安装有牙轮11的牙轮座12套装于钻头体外,牙轮座12的背部设有钻头锥体14,钻进中钻杆驱动钻头体旋转并带动牙轮11作旋转运动,牙轮11的位置与吸渣口13对应,钻头体的前部设有笔状锥头16,笔状锥头16外设有保护辐条10,钻头体的一端设有用于封堵的堵头15,实施例1中所用钻头的堵头15位于钻头锥体14外侧(如图3所示),实施例2中所用钻头的堵头15位于笔状锥体15外侧(如图4所示)。扩孔钻头通过钻杆接头与钻杆连通,钻杆内中空的腔体与扩孔钻头内中空的腔体通过吸渣口与钻孔环状空间连通,两腔体、吸渣口和钻孔环状空间共同形成泥浆通道,以满足钻进中泥浆能按照泥浆池→钻孔环状空间→扩孔钻头→钻杆→砂石泵→泥浆池的流动方向循环流动的要求。The inside of the drill body of the drill bit used in the present invention is a hollow cavity, and the middle section of the drill body is provided with a slag suction port 13, and the diameter of the drill body at the 13 place of the slag suction port is greater than the diameter of the rest of the drill body to form a larger The cavity is used for slag suction, and the cone base 12 with the cone 11 installed is set outside the drill body. The back of the cone base 12 is provided with a drill cone 14. During drilling, the drill rod drives the drill body to rotate and drives the cone 11 to operate. Rotational movement, the position of the cone 11 corresponds to the slag suction port 13, the front of the drill body is provided with a pen-shaped cone 16, and the pen-shaped cone 16 is provided with a protective spoke 10, and one end of the drill body is provided with a plug for plugging. Plug 15, the plug 15 of the drill used in embodiment 1 is positioned at the outside of the drill cone 14 (as shown in Figure 3), and the plug 15 of the drill used in embodiment 2 is positioned at the outside of the pen-shaped cone 15 (as shown in Figure 4 Show). The reaming bit communicates with the drill pipe through the drill pipe joint. The hollow cavity in the drill pipe and the hollow cavity in the reaming bit communicate with the annular space of the drilling hole through the slag suction port. The two cavities, the slag suction port and the drill hole The annular space together forms a mud channel to meet the requirement that the mud can circulate in the direction of mud pool→drilling annular space→reaming bit→drill pipe→sand pump→mud pool during drilling.

Claims (7)

1.一种水平定向钻管道穿越反循环钻进方法,其特征在于:钻机的钻杆通过入土坑进入钻孔环状空间,钻孔环状空间的另一端为出土坑,钻杆通过钻杆接头与扩孔钻头连接,钻杆内部与扩孔钻头内部均为中空的腔体,扩孔钻头上设有与钻孔环状空间连通的吸渣口,两腔体、吸渣口和钻孔环状空间共同形成泥浆通道,砂石泵安放于钻机或者出土坑的外端;当砂石泵安放于钻机外端时,将入土坑作为泥浆池,砂石泵经钻杆与中空的扩孔钻头连通,且将扩孔钻头靠近出土坑的一端用堵头封堵;当砂石泵安放于出土坑外端时,将出土坑作为泥浆池,砂石泵经钻杆与中空的扩孔钻头连通,且将扩孔钻头靠近入土坑的一端用堵头封堵;钻进中使泥浆按照泥浆池→钻孔环状空间→扩孔钻头→钻杆→砂石泵→泥浆池的流动方向循环流动。 1. A horizontal directional drilling pipe crossing reverse circulation drilling method is characterized in that: the drilling rod of the drilling rig enters the drilling annular space through the entry pit, the other end of the drilling annular space is the excavation pit, and the drilling rod passes through the drilling rod The joint is connected with the reaming bit, and both the inside of the drill pipe and the reaming bit are hollow cavities. The annular space together forms a mud channel. The gravel pump is placed at the outer end of the drilling rig or the excavation pit; The drill bit is connected, and the end of the reaming drill bit close to the excavation pit is blocked with a plug; when the gravel pump is placed at the outer end of the excavation pit, the excavation pit is used as a mud pool, and the gravel pump passes through the drill pipe and the hollow reaming bit Connected, and the end of the reaming bit near the pit is blocked with a plug; during drilling, the mud is circulated according to the flow direction of the mud pool → drilling annular space → reaming bit → drill pipe → gravel pump → mud pool flow. 2.根据权利要求1所述的水平定向钻管道穿越反循环钻进方法,其特征在于:将钻进中排出的泥浆去除钻渣后反复利用。 2. The horizontal directional drilling pipeline crossing reverse circulation drilling method according to claim 1, characterized in that the mud discharged during drilling is repeatedly used after removing drilling slag. 3.根据权利要求1所述的水平定向钻管道穿越反循环钻进方法,其特征在于:钻机的钻杆外设有扶正器。 3. The horizontal directional drilling pipeline crossing reverse circulation drilling method according to claim 1, characterized in that: the drill pipe of the drilling rig is provided with a centralizer. 4.一种用于权利要求1所述水平定向钻管道穿越反循环钻进方法的扩孔钻头,至少包括钻头体,其特征在于:钻头体内部为中空的空腔,安装有牙轮的牙轮座套装于钻头体外,钻头体中段设有吸渣口,吸渣口的位置与牙轮对应,钻头体的一端设有用于封堵的堵头。 4. A reaming drill bit used for the horizontal directional drilling pipeline crossing reverse circulation drilling method according to claim 1, comprising at least a drill bit body, characterized in that: the inside of the drill bit body is a hollow cavity, and the cone cone is installed. The wheel seat is set on the drill body, the middle part of the drill body is provided with a slag suction port, the position of the slag suction port corresponds to the cone, and one end of the drill body is provided with a plug for sealing. 5.根据权利要求4所述的钻头,其特征在于:吸渣口处钻头体的直径大于钻头体其余部分的直径。 5. The drill bit according to claim 4, characterized in that: the diameter of the drill bit body at the slag suction port is larger than the diameter of the rest of the drill bit body. 6.根据权利要求4所述的钻头,其特征在于:牙轮座的背部设有钻头锥体。 6. The drill bit according to claim 4, characterized in that: the back of the cone seat is provided with a drill bit cone. 7.根据权利要求4所述的钻头,其特征在于:钻头体的前部设有笔状锥头,锥头外设有保护辐条。 7. The drill bit according to claim 4, characterized in that: the front part of the drill body is provided with a pen-shaped cone, and protective spokes are provided outside the cone.
CN201010515142A 2010-10-20 2010-10-20 A horizontal directional drilling pipeline crossing reverse circulation drilling method and special drill bit Expired - Fee Related CN102003140B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201010515142A CN102003140B (en) 2010-10-20 2010-10-20 A horizontal directional drilling pipeline crossing reverse circulation drilling method and special drill bit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201010515142A CN102003140B (en) 2010-10-20 2010-10-20 A horizontal directional drilling pipeline crossing reverse circulation drilling method and special drill bit

Publications (2)

Publication Number Publication Date
CN102003140A CN102003140A (en) 2011-04-06
CN102003140B true CN102003140B (en) 2012-10-17

Family

ID=43810810

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201010515142A Expired - Fee Related CN102003140B (en) 2010-10-20 2010-10-20 A horizontal directional drilling pipeline crossing reverse circulation drilling method and special drill bit

Country Status (1)

Country Link
CN (1) CN102003140B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019021042A1 (en) 2017-07-25 2019-01-31 Constructeam Zrt. Hole enlargement procedure and apparatus for the implementation thereof

Families Citing this family (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102828695B (en) * 2012-08-03 2014-12-10 杨国发 Reverse-circulation slag-removal reamer bit
CN102865042B (en) * 2012-09-05 2015-08-19 四川圆通建设有限公司 A kind of horizontal directional penetration construction drill
CN102953683A (en) * 2012-11-27 2013-03-06 福建省泷澄建设集团有限公司 Pipe pulling construction method through horizontal directional drilling
CN103486331B (en) * 2013-09-12 2015-07-22 广州市恒盛建设工程有限公司 Stuck pipe handling method in trenchless pipe construction
CN103527093B (en) * 2013-10-25 2015-07-22 武汉中地管通非开挖科技有限公司 Jet-suction type reverse-circulation reamer for crossing of horizontal directional drilling
CN103615191B (en) * 2013-12-06 2015-08-12 中国石油大学(北京) Pump pressure counterflush drilling method and system
CN104864177B (en) * 2015-03-27 2017-03-01 中国地质大学(武汉) A kind of no-dig technique bores top and combines Pipeline Crossing Program method
CN105971518B (en) * 2016-07-02 2017-11-07 天鸿建设集团有限公司 Steerable drilling lay method
CN107724953A (en) * 2017-09-27 2018-02-23 孙志勤 The down-the-hole hammer reverse circulating drilling process construction method of Fluid Sealing
US10781682B2 (en) * 2018-04-17 2020-09-22 Saudi Arabian Oil Company Systems and methods for optimizing rate of penetration in drilling operations
CN110857622B (en) * 2018-08-16 2023-06-23 中国石油化工股份有限公司 Alarm device for foreign matter in back dragging hole of directional drilling
CN109184559A (en) * 2018-09-17 2019-01-11 海洋石油工程股份有限公司 The login method of submarine pipeline
CN109184571B (en) * 2018-11-15 2019-12-17 中国地质大学(武汉) An ejector type reverse circulation reamer and system for horizontal directional drilling
CN110714723B (en) * 2019-11-15 2021-10-26 四川石油天然气建设工程有限责任公司 Large-scale long-distance pipeline directional drilling, crossing and reaming process and pipeline installation process
CN111287653A (en) * 2020-01-15 2020-06-16 安徽建筑大学 Construction method of horizontal directional drilling hard rock large-diameter forward reaming
CN111535742A (en) * 2020-05-12 2020-08-14 中建六局水利水电建设集团有限公司 Low-resistance directional drilling and crossing construction method for PE pipeline
CN112103852B (en) * 2020-07-02 2021-12-10 广东电网有限责任公司佛山供电局 Method for crossing river channel and laying cable by using horizontal directional drilling technology
CN112539030B (en) * 2020-07-30 2024-12-10 安徽建筑大学 Horizontal directional drilling forward dynamic hole expansion construction simulation test device and experimental method
CN112145791B (en) * 2020-08-12 2022-07-05 中国二十冶集团有限公司 Method for horizontally dragging and laying pipeline
CN111852336B (en) * 2020-08-27 2021-10-29 安徽建筑大学 Drilling tool for horizontal directional drilling and reaming
CN112647880A (en) * 2020-12-23 2021-04-13 中国地质大学(武汉) Reverse circulation continuous non-integral coring method for horizontal directional drilling investigation
CN114718475A (en) * 2021-01-06 2022-07-08 中石化石油工程技术服务有限公司 Cover plate type circulation-free horizontal well male shell
CN112878900A (en) * 2021-01-19 2021-06-01 天津市华普生产力促进有限公司 Drilling tool for penetrating gravel stratum
CN113482531B (en) * 2021-08-20 2022-10-11 北京城建亚泰建设集团有限公司 Long-distance directional drilling pipeline back-dragging slurry circulation construction process
CN114017577B (en) * 2021-10-28 2023-06-16 长江地球物理探测(武汉)有限公司 Pipeline replacement system and method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2307976Y (en) * 1997-06-03 1999-02-17 中油气管道机械制造厂 Horizontal directional drilling rig
US6216801B1 (en) * 1998-04-03 2001-04-17 American Polywater Corporation Method and apparatus for providing proportional injection of additives into drilling fluids
CN201196025Y (en) * 2008-05-15 2009-02-18 中国石油天然气管道局 Slurry injection system of horizontal orienting drill

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20100181110A1 (en) * 2009-01-20 2010-07-22 Harr Robert E Green directional drilling fluid composition

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2307976Y (en) * 1997-06-03 1999-02-17 中油气管道机械制造厂 Horizontal directional drilling rig
US6216801B1 (en) * 1998-04-03 2001-04-17 American Polywater Corporation Method and apparatus for providing proportional injection of additives into drilling fluids
CN201196025Y (en) * 2008-05-15 2009-02-18 中国石油天然气管道局 Slurry injection system of horizontal orienting drill

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
Application and quality control of sewer pipeline construction using HDD;Zhang Yachun等;《Proc. International Conference on Pipelines and Trenchless Technology 2009, ICPTT 2009: Advances and Experiences with Pipelines and Trenchless Technology for Water, Sewer, Gas, and Oil Applications》;20091231;934-943 *
Zhang Yachun等.Application and quality control of sewer pipeline construction using HDD.《Proc. International Conference on Pipelines and Trenchless Technology 2009, ICPTT 2009: Advances and Experiences with Pipelines and Trenchless Technology for Water, Sewer, Gas, and Oil Applications》.2009,934-943.
反循环技术在水平定向穿越施工中的应用;杨国发;《非开挖技术》;20100430(第1期);77-78 *
杨国发.反循环技术在水平定向穿越施工中的应用.《非开挖技术》.2010,(第1期),

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019021042A1 (en) 2017-07-25 2019-01-31 Constructeam Zrt. Hole enlargement procedure and apparatus for the implementation thereof

Also Published As

Publication number Publication date
CN102003140A (en) 2011-04-06

Similar Documents

Publication Publication Date Title
CN102003140B (en) A horizontal directional drilling pipeline crossing reverse circulation drilling method and special drill bit
CN108412435B (en) Multi-circulation flow passage drilling system and drilling process for large-size well bore hard rock drilling
CN105003220B (en) Coiled tubing Horizontal Well Drilling grinds pumped type composite bridge plug technique
CN103527092B (en) Suction bits expanding method is penetrated in horizontal orientation boring
CN104481580B (en) A kind of down-hole coal bed mash gas pumping drilling restorative procedure and the device of use thereof
CN105178859A (en) Full-well-section self-suction reverse circulation gas drilling system for oil and gas drilling
CN102003145B (en) Hole driven type horizontal directional drilling reverse circulation hole dilating drill
CN108104749A (en) Sandstone geothermal well gas lift reverse circulation sand-flushing Processes and apparatus
CN105178897A (en) Gas drilling ground manifold connection structure
CN205036295U (en) Full well section self-suction type reverse circulation gas drilling system
CN205036331U (en) Reverse circulation gas drilling tool combined structure
Xiumin et al. Research and application of gas-lift reverse circulation drilling technology to geothermal well construction in Dalian Jiaoliu Island
CN107724961A (en) A kind of dual-purpose air water tap of reverse circulation for air drilling
CN105134114A (en) Reverse circulation gas drilling tool composite structure
CN103104203A (en) Drilling-fluid solid-control control process
CN207453872U (en) A kind of dual-purpose air water tap of reverse circulation for air drilling
CN103967435B (en) A kind of coal bed gas well shaft bottom fettling installation
CN207905745U (en) Sandstone geothermal well gas lift reverse circulation sand-flushing equipment
CN105041246A (en) Direct-reverse circulation DTH hammer transfer structure
CN205036327U (en) Gas drilling ground manifold connecting structure
CN204663435U (en) Reverse circulation down-hole hammer transformational structure
CN204402406U (en) A kind of down-hole coal bed mash gas pumping drilling prosthetic device
CN204326963U (en) The anti-well boring device of a kind of vertical shaft
CN105239935B (en) A kind of drilling in coal is with spiral counterflush drilling instrument
CN106869796B (en) A kind of downhole hardware of machinery and jet flow negative pressure double drive

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121017

Termination date: 20131020