CN107653835A - Lattice spiral ground anchor flexible transmission device for breach sealing - Google Patents
Lattice spiral ground anchor flexible transmission device for breach sealing Download PDFInfo
- Publication number
- CN107653835A CN107653835A CN201710788168.7A CN201710788168A CN107653835A CN 107653835 A CN107653835 A CN 107653835A CN 201710788168 A CN201710788168 A CN 201710788168A CN 107653835 A CN107653835 A CN 107653835A
- Authority
- CN
- China
- Prior art keywords
- anchor
- anchor pole
- wire rope
- sides
- steel wire
- 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.)
- Granted
Links
- 230000005540 biological transmission Effects 0.000 title description 5
- 238000007789 sealing Methods 0.000 title description 2
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- 239000011159 matrix material Substances 0.000 claims abstract description 10
- 230000007246 mechanism Effects 0.000 claims description 11
- 239000007787 solid Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims 1
- 238000003032 molecular docking Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 6
- 238000003780 insertion Methods 0.000 abstract description 3
- 230000037431 insertion Effects 0.000 abstract description 3
- 238000005553 drilling Methods 0.000 description 12
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 238000000034 method Methods 0.000 description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 238000010586 diagram Methods 0.000 description 7
- 229910052742 iron Inorganic materials 0.000 description 4
- 239000011435 rock Substances 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 3
- 210000001503 joint Anatomy 0.000 description 3
- 238000006424 Flood reaction Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000034994 death Effects 0.000 description 1
- 231100000517 death Toxicity 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
- E02D5/801—Ground anchors driven by screwing
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B15/00—Supports for the drilling machine, e.g. derricks or masts
- E21B15/003—Supports for the drilling machine, e.g. derricks or masts adapted to be moved on their substructure, e.g. with skidding means; adapted to drill a plurality of wells
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/02—Drilling rigs characterised by means for land transport with their own drive, e.g. skid mounting or wheel mounting
- E21B7/024—Drilling rigs characterised by means for land transport with their own drive, e.g. skid mounting or wheel mounting having means for adapting to inclined terrain; having means for stabilizing the vehicle while drilling
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Earth Drilling (AREA)
Abstract
Description
技术领域technical field
本发明属于水利工程施工围堰设备技术领域,具体涉及一种以地锚插入河床配合石笼进行溃口封堵的点阵式螺旋地锚柔性传送装置。The invention belongs to the technical field of cofferdam equipment for water conservancy engineering construction, and in particular relates to a dot-matrix spiral ground anchor flexible transmission device which inserts ground anchors into river beds and cooperates with gabions to seal breaches.
背景技术Background technique
水利工程的建设是国民经济和社会发展的先决条件,近些年频繁的暴雨天气和异常偏多的降雨,降雨量的不断加大,导致堤防遭遇超标准洪水次数增加。河道堤防出现溃口事故频发,导致大片农田与村庄被淹,造成当地农作物遭受重大损害与多人死亡事件,且对当地环境造成严重破坏,严重危及当地居民的生存与发展。当堤防出现溃口时,河道洪水不断涌向溃口,此时需要有关部门高效快速封堵溃口。传统的做法是将沙袋、石块或石笼抛掷到溃口来进行封堵溃口,但由于溃口的单宽流量大、流速高,沙袋、石块、石笼等封堵材料极易被洪水冲走,造成封堵缓慢或封堵失败,无法有效保护人民生命财产安全。The construction of water conservancy projects is a prerequisite for the development of the national economy and society. In recent years, frequent rainstorms and abnormally high rainfall, and the increasing rainfall have led to an increase in the number of floods that exceed the standard for embankments. Frequent breaches of river embankments have caused large areas of farmland and villages to be flooded, causing major damage to local crops and many deaths, and causing serious damage to the local environment, seriously jeopardizing the survival and development of local residents. When the embankment breaches, the river flood will continue to flow towards the breach. At this time, it is necessary for relevant departments to effectively and quickly seal the breach. The traditional method is to throw sandbags, stones or gabions into the breach to seal the breach. However, due to the large single-width flow rate and high velocity of the breach, sandbags, stones, gabions and other sealing materials are easily washed away by floods. , resulting in slow blockage or blockage failure, unable to effectively protect the safety of people's lives and property.
当堤坝溃口时,需要及时将溃口处封堵,但是目前没有很好的方法能够有效堵住,通常的办法是将公交车、卡车推入溃口处,再倒入沙袋,这种方式成本高、效果差。当水流较大时,放入水中的卡车和沙袋很快就会被冲走,无法起到堵漏的效果。还有的方法是采用人工的方式,解放军战士手拉手练成一排跳入水中,然后在后面放沙袋,这种方式不仅效果差,而且非常危险。有些地方已用钢筋笼装上石块,组成较大的铁笼,但仍然存在问题,例如较大的铁笼比较笨重,无法直接投入到河道中央,较小的铁笼仍然会被洪水冲走,无法聚集在一起,防洪效果较差。When the dam breaks, it is necessary to seal the breach in time, but there is currently no good way to effectively block it. The usual method is to push buses and trucks into the breach and then pour sandbags into it. This method is costly and expensive. poor effect. When the water flow is large, the trucks and sandbags put into the water will be washed away soon, and the effect of plugging cannot be achieved. Another method is to use artificial methods. People's Liberation Army soldiers join hands and jump into the water in a row, and then put sandbags behind them. This method is not only ineffective, but also very dangerous. In some places, steel cages have been filled with stones to form larger iron cages, but there are still problems. For example, the larger iron cages are too heavy to be thrown directly into the middle of the river, and the smaller iron cages will still be washed away by the flood. , cannot be gathered together, and the flood control effect is poor.
发明内容Contents of the invention
本发明针对目前防洪堵水所采用的方法和材料存在堵水效果差的问题,提供一种能够快速对洪口不同位置进行固定和快速串连式填料堵水的溃口封堵的点阵式螺旋地锚柔性传送装置。The present invention aims at the problem that the methods and materials used for flood control and water blocking have poor water blocking effect, and provides a dot-matrix spiral that can quickly fix different positions of the flood mouth and quickly connect the filling water blocking to block the breach. Ground anchor flexible transmission device.
为实现上述目的,本发明采用如下技术方案:一种溃口封堵的点阵式螺旋地锚柔性传送装置,包括锚杆和石笼,所述锚杆包括杆部和螺旋钻头,两者通过螺纹连接在一起,其中杆部为中空结构,在其轴心孔内套装有钢丝绳,钢丝绳的端部固定在螺旋钻头的末端;在河道堤岸设置有能够使锚杆旋转的锚杆钻机,利用锚杆钻机将锚杆沿不同角度倾斜钻入河道内部,再利用锚杆钻机反向旋转将锚杆的杆部退出,保持钢丝绳与螺旋钻头连接,将一系列石笼挂套在倾斜钢丝绳上端使石笼沿倾斜钢丝绳滑入河道内;所述锚杆钻机包括车架和履带机构,车架上通过滑道安装有滑动架,滑动架能够沿滑动前后平移并锁死;滑动架上侧设置有皮带机;滑动架的两侧设置有侧支架,在侧支架上端通过销轴铰接有转动座,钻机设置在转动座上侧,在所述侧支架上连接有固定座,固定座与转动座之间连接有角度调节液压缸;所述钻机包括支架和电机,电机转轴安装主动齿轮,从动齿轮的轴孔套装在锚杆的杆部,从动齿轮与主动齿轮啮合,从动齿轮的一侧或两侧设置有锁杆装置。In order to achieve the above object, the present invention adopts the following technical solution: a dot-matrix spiral ground anchor flexible transmission device for breach sealing, including an anchor rod and a gabion. Connected together, the rod part is a hollow structure, and a steel wire rope is set in the axial hole, and the end of the wire rope is fixed at the end of the auger bit; a rock bolt rig that can rotate the anchor rod is installed on the river embankment, and the anchor rod is used to The drilling rig drills the anchor rods into the river at different angles, and then uses the anchor drilling rig to reversely rotate the anchor rod to withdraw the rod, keep the wire rope connected to the auger bit, and hang a series of gabions on the upper end of the inclined wire rope to make the gabion Sliding into the river along the inclined steel wire rope; the rock bolt rig includes a frame and a crawler mechanism, and a sliding frame is installed on the frame through a slideway, and the sliding frame can be moved forward and backward along the sliding and locked; the upper side of the sliding frame is provided with a belt conveyor ; Both sides of the sliding frame are provided with side brackets, and the upper end of the side brackets is hinged with a rotating seat through a pin shaft. There is an angle adjustment hydraulic cylinder; the drilling rig includes a bracket and a motor, the motor shaft is equipped with a driving gear, the shaft hole of the driven gear is set on the rod of the anchor rod, the driven gear meshes with the driving gear, and one or both sides of the driven gear The side is equipped with a locking lever device.
所述缩杆装置为自动缩杆装置,包括固定卡片和平移卡片,固定卡片的两侧对称设置有导向孔,平移卡片的两侧对称设置有导向拉杆,两侧导向拉杆与对应导向孔匹配套装在一起,在所述固定卡片的两侧分别设置有能够吸引导向拉杆及平移卡片的电磁铁。The retracting rod device is an automatic rod retracting device, including a fixed card and a translation card. The two sides of the fixed card are symmetrically provided with guide holes, and the two sides of the translation card are symmetrically provided with guide rods. The guide rods on both sides are matched with the corresponding guide holes. Together, electromagnets capable of attracting guide rods and translating cards are respectively arranged on both sides of the fixed card.
所述锁杆装置为手动缩杆装置,包括一个开口的圆环钢圈,该钢圈远离开口一侧通过螺栓固定在从动齿轮的侧面,钢圈的开口处的两侧通过连接有锁紧螺栓。The locking rod device is a manual rod retracting device, which includes an open circular steel ring, the steel ring is fixed on the side of the driven gear by bolts on the side away from the opening, and the two sides of the opening of the steel ring are connected with locking rings. bolt.
在所述车架上设置有地固机构,该地固机构包括辅助支撑腿,并在辅助支撑腿的下端连接有地固插杆。A ground-fixing mechanism is arranged on the vehicle frame, and the ground-fixing mechanism includes auxiliary supporting legs, and a ground-fixing insertion rod is connected to the lower end of the auxiliary supporting legs.
所述锚杆的杆部为多段螺纹对接组成,在各杆部之间的螺纹连接处设置有锁紧销。The rod part of the anchor rod is composed of multi-segment threaded butt joints, and locking pins are arranged at the threaded joints between the rod parts.
有益效果:本发明利用锚杆钻机将多根锚杆沿不同倾角插入河道的不同位置,通过钻机能够快速将锚杆送入指定区域,并使螺旋锚头深入地下。然后再利用锚杆钻机反向旋转将各锚杆的杆部退掉,留下钢丝绳。钢丝绳的端部通过插地锚头固定在洪口的不同区域。在每根钢丝绳上分布套装多个石笼,多个石笼沿钢丝绳滑落到指定位置并不断堆积,钢丝绳作为串联各石笼的钢索,其端部固定在河堤上,在钢丝绳的牵引作用下,各石笼不会被冲走,而且多个石笼分别到达指定区域后堆积并相互挤压,形成牢固的挡水主体。本发明操作非常方便,效果非常好,适合在汛期和溃堤等紧急时刻使用,适合推广应用。Beneficial effects: the present invention uses a bolter drilling rig to insert a plurality of bolts into different positions of the river along different inclinations, and can quickly send the bolts into a designated area through the drilling rig, and make the spiral anchor head go deep into the ground. Then use the bolter to rotate in reverse to remove the rods of each anchor, leaving the wire rope. The ends of the wire ropes are fixed in different areas of the flood mouth by inserting ground anchor heads. Multiple gabions are distributed on each wire rope, and multiple gabions slide down to the designated position along the wire rope and pile up continuously. Under this condition, each gabion will not be washed away, and multiple gabions will accumulate and squeeze each other after arriving at the designated area respectively, forming a firm water-retaining body. The invention is very convenient to operate and very good in effect, suitable for use in flood seasons and emergency times such as bank breaks, and suitable for popularization and application.
本发明的锚杆钻机采用履带式行进,能够进入复杂现场,不仅能够将钻机向前和向后推进,而且能够调整钻机的角度,从而使锚杆沿不同位置和不同角度下钻,达到最合理的钻进效果,而且结构简单,成本低,非常适合大量生产制造并应用。The anchor drilling rig of the present invention adopts crawler type travel, can enter complex sites, not only can push the drilling rig forward and backward, but also can adjust the angle of the drilling rig, so that the anchor can be drilled along different positions and angles to achieve the most reasonable Excellent drilling effect, simple structure and low cost, it is very suitable for mass production and application.
附图说明Description of drawings
图1是本发明的安装状态示意图。Fig. 1 is a schematic diagram of the installation state of the present invention.
图2是本发明的使用状态示意图。Fig. 2 is a schematic diagram of the use state of the present invention.
图3是图1中A部放大结构示意图。Fig. 3 is a schematic diagram of the enlarged structure of part A in Fig. 1 .
图4是图3的拆分结构示意图。FIG. 4 is a schematic diagram of the split structure of FIG. 3 .
图5是本发明锚杆枪机结构示意图。Fig. 5 is a structural schematic diagram of the bolt bolt of the present invention.
图6是图5中钻机的结构示意图。Fig. 6 is a structural schematic diagram of the drilling rig in Fig. 5 .
图7是图6中C-C剖面结构示意图。Fig. 7 is a schematic diagram of the C-C section structure in Fig. 6 .
图中标号1为杆部,2为螺旋钻头,3为锚杆钻机,4为石笼,5为河道,6为钢丝绳,7为螺纹连接头,8为锁紧销。301为车架,302为履带机构,303为地固机构,304为滑动架,305为滑轮,306为皮带机,307为侧支架,308为转轴,309为转动座,310为固定座,311为角度调节液压缸,312为钻机,313为电机,314为主动齿轮,315为从动齿轮,316为自动锁杆装置,317为固定卡片,318为平移卡片,319为支撑座,320为电磁铁,321为导向拉杆,322为导向套。In the figure, number 1 is a rod, 2 is an auger bit, 3 is a bolter, 4 is a gabion, 5 is a river course, 6 is a wire rope, 7 is a threaded joint, and 8 is a locking pin. 301 is a vehicle frame, 302 is a crawler mechanism, 303 is a solid mechanism, 304 is a sliding frame, 305 is a pulley, 306 is a belt conveyor, 307 is a side support, 308 is a rotating shaft, 309 is a rotating seat, 310 is a fixed seat, 311 312 is a drilling rig, 313 is a motor, 314 is a driving gear, 315 is a driven gear, 316 is an automatic locking rod device, 317 is a fixed card, 318 is a translation card, 319 is a support seat, 320 is an electromagnetic Iron, 321 is a guide rod, and 322 is a guide sleeve.
具体实施方式Detailed ways
如图1和图2所述的溃口封堵的点阵式螺旋地锚柔性传送装置,在该系统中采用了特殊的锚杆、锚杆钻机3和石笼4。在河道堤岸设置有能够使锚杆旋转的锚杆钻机3,利用锚杆钻机3将锚杆沿不同角度倾斜钻入河道内部,再利用锚杆钻机3反向旋转将锚杆的杆部1退出,保持钢丝绳6与螺旋钻头2连接,将一系列石笼4挂套在倾斜钢丝绳6上端使石笼4沿倾斜钢丝绳6滑入河道内。在车架上设置有地固机构,该地固机构包括辅助支撑腿,并在辅助支撑腿的下端连接有地固插杆。As shown in Fig. 1 and Fig. 2, the dot-matrix spiral ground anchor flexible transmission device for breach plugging uses special anchor rods, rock bolt rigs 3 and gabion 4 in this system. A bolter 3 that can rotate the anchor is installed on the embankment of the river, and the anchor 3 is used to drill the anchor obliquely into the interior of the river at different angles, and then the rod 1 of the anchor is withdrawn by the reverse rotation of the bolt 3 , keep the steel wire rope 6 connected with the auger bit 2, hang a series of gabions 4 on the upper end of the inclined steel wire rope 6 so that the gabion 4 slides into the river channel along the inclined steel wire rope 6. A ground-fixing mechanism is arranged on the vehicle frame, and the ground-fixing mechanism includes auxiliary supporting legs, and a ground-fixing insertion rod is connected to the lower end of the auxiliary supporting legs.
其中,参见图3和图4所示,锚杆包括杆部1和螺旋钻头2,两者通过螺纹连接在一起,其中杆部1为中空结构,在其轴心孔内套装有钢丝绳6,钢丝绳6的端部固定在螺旋钻头2的末端。Wherein, as shown in Fig. 3 and Fig. 4, the anchor rod includes a rod part 1 and an auger bit 2, and the two are connected together by threads, wherein the rod part 1 is a hollow structure, and a steel wire rope 6 is sleeved in its axial hole, and the steel wire rope The end of 6 is fixed on the end of auger bit 2.
如图5所示,锚杆钻机3包括车架和履带机构,车架上通过滑道安装有滑动架,滑动架能够沿滑动前后平移并锁死。滑动架上侧设置有皮带机。滑动架的两侧设置有侧支架,在侧支架上端通过销轴铰接有转动座,钻机设置在转动座上侧,在所述侧支架上连接有固定座,固定座与转动座之间连接有角度调节液压缸;所述钻机包括支架和电机,电机转轴安装主动齿轮,从动齿轮的轴孔套装在锚杆的杆部1,从动齿轮与主动齿轮啮合,从动齿轮的一侧或两侧设置有锁杆装置。As shown in FIG. 5 , the rock bolter 3 includes a vehicle frame and a crawler mechanism. A sliding frame is installed on the vehicle frame through a slideway, and the sliding frame can translate forward and backward along sliding and be locked. A belt conveyor is arranged on the upper side of the sliding frame. Side brackets are arranged on both sides of the sliding frame, and a rotating seat is hinged on the upper end of the side bracket through a pin shaft. Angle adjustment hydraulic cylinder; the drilling rig includes a bracket and a motor, the motor shaft is equipped with a driving gear, the shaft hole of the driven gear is set on the rod part 1 of the anchor rod, the driven gear meshes with the driving gear, and one side or both sides of the driven gear The side is equipped with a locking lever device.
如图6和图7所示,缩杆装置为自动缩杆装置,包括固定卡片和平移卡片,固定卡片的两侧对称设置有导向孔,平移卡片的两侧对称设置有导向拉杆,两侧导向拉杆与对应导向孔匹配套装在一起,在所述固定卡片的两侧分别设置有能够吸引导向拉杆及平移卡片的电磁铁。As shown in Figure 6 and Figure 7, the shrinking rod device is an automatic rod shrinking device, including a fixed card and a translation card. The two sides of the fixed card are symmetrically provided with guide holes, and the two sides of the translational card are symmetrically provided with guide rods. The pull rod is matched with the corresponding guide hole, and electromagnets capable of attracting the guide pull rod and translating the card are respectively arranged on both sides of the fixed card.
在本实施例中,可以将锚杆的杆部1设计为多段螺纹对接组成,在各杆部1之间的螺纹连接处设置有锁紧销8。In this embodiment, the rod part 1 of the anchor rod can be designed as a multi-segment thread butt joint, and locking pins 8 are provided at the threaded connections between the rod parts 1 .
实施例2:在实施例1基础上,将锁杆装置变为手动缩杆装置,包括一个开口的圆环钢圈,该钢圈远离开口一侧通过螺栓固定在从动齿轮的侧面,钢圈的开口处的两侧通过连接有锁紧螺栓。Embodiment 2: On the basis of Embodiment 1, the locking rod device is changed into a manual retracting rod device, which includes an open circular steel ring, and the steel ring is fixed on the side of the driven gear by bolts on the side away from the opening, and the steel ring Both sides of the opening are connected with locking bolts.
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710788168.7A CN107653835B (en) | 2017-09-05 | 2017-09-05 | The dot matrix screw anchor flexibility transmission device that crevasse blocks |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710788168.7A CN107653835B (en) | 2017-09-05 | 2017-09-05 | The dot matrix screw anchor flexibility transmission device that crevasse blocks |
Publications (2)
Publication Number | Publication Date |
---|---|
CN107653835A true CN107653835A (en) | 2018-02-02 |
CN107653835B CN107653835B (en) | 2019-09-06 |
Family
ID=61129407
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710788168.7A Expired - Fee Related CN107653835B (en) | 2017-09-05 | 2017-09-05 | The dot matrix screw anchor flexibility transmission device that crevasse blocks |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107653835B (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115125952A (en) * | 2022-07-29 | 2022-09-30 | 青海送变电工程有限公司 | Installation device and construction method for spiral anchor foundation of power transmission line iron tower |
CN118241598A (en) * | 2024-04-16 | 2024-06-25 | 大连理工大学 | A rapid embankment breach occupation method based on blocking coordination |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4953638A (en) * | 1988-06-27 | 1990-09-04 | The Charles Machine Works, Inc. | Method of and apparatus for drilling a horizontal controlled borehole in the earth |
CN1274786A (en) * | 1999-05-20 | 2000-11-29 | 周良勇 | Burst stopping umbrella and burst-stopping method thereof |
CN201318124Y (en) * | 2008-12-31 | 2009-09-30 | 秦皇岛市燕盛岩土工程有限公司 | Track-mounted roof bolt driller |
CN201520761U (en) * | 2009-09-17 | 2010-07-07 | 杨春和 | A connection hoop for the inlet and outlet of a biogas bag |
CN201582254U (en) * | 2009-12-22 | 2010-09-15 | 桐乡辰宇机械有限公司 | Anti-disassembly hoop |
CN202706022U (en) * | 2012-08-13 | 2013-01-30 | 杭州南联地基基础工程有限公司 | Recycled post-tensioned prestressing anchor cable pile |
-
2017
- 2017-09-05 CN CN201710788168.7A patent/CN107653835B/en not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4953638A (en) * | 1988-06-27 | 1990-09-04 | The Charles Machine Works, Inc. | Method of and apparatus for drilling a horizontal controlled borehole in the earth |
CN1274786A (en) * | 1999-05-20 | 2000-11-29 | 周良勇 | Burst stopping umbrella and burst-stopping method thereof |
CN201318124Y (en) * | 2008-12-31 | 2009-09-30 | 秦皇岛市燕盛岩土工程有限公司 | Track-mounted roof bolt driller |
CN201520761U (en) * | 2009-09-17 | 2010-07-07 | 杨春和 | A connection hoop for the inlet and outlet of a biogas bag |
CN201582254U (en) * | 2009-12-22 | 2010-09-15 | 桐乡辰宇机械有限公司 | Anti-disassembly hoop |
CN202706022U (en) * | 2012-08-13 | 2013-01-30 | 杭州南联地基基础工程有限公司 | Recycled post-tensioned prestressing anchor cable pile |
Non-Patent Citations (1)
Title |
---|
蒋伯杰等: "《洪水危机应急预案编制和处理技术》", 31 August 2009, 中国水利水电出版社 * |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115125952A (en) * | 2022-07-29 | 2022-09-30 | 青海送变电工程有限公司 | Installation device and construction method for spiral anchor foundation of power transmission line iron tower |
CN115125952B (en) * | 2022-07-29 | 2024-02-13 | 青海送变电工程有限公司 | A transmission line tower spiral anchor foundation installation device and construction method |
CN118241598A (en) * | 2024-04-16 | 2024-06-25 | 大连理工大学 | A rapid embankment breach occupation method based on blocking coordination |
CN118241598B (en) * | 2024-04-16 | 2025-05-23 | 大连理工大学 | Embankment breach rapid occupancy method based on blocking cooperation |
Also Published As
Publication number | Publication date |
---|---|
CN107653835B (en) | 2019-09-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103603625B (en) | Casing coring drilling tool and casing coring drilling method | |
CN100560944C (en) | Aquifer preventing and controlling method for coal face roof plate separation layer | |
US3525404A (en) | Rotary drilling rig with direct power drive and simplified controls | |
CN104929517B (en) | A double-drill full-hydraulic drill type pressure relief device and pressure relief method | |
CN107675674B (en) | The flexible earth anchor gabion positioning device of crevasse quick blocking | |
WO2009155776A1 (en) | A dilling, loading, transporting and anchoring integration machine for laneway in coal mine | |
CN102536317B (en) | Device and process for filling aggregate into stratum cavities through surface drilling | |
CN104265164B (en) | The creeping into draw to dig of plateau mountain foundation pit excavation construction equipment carries native device | |
CN107653835B (en) | The dot matrix screw anchor flexibility transmission device that crevasse blocks | |
CN105625940A (en) | Drilling and piling integrated machine | |
CN103397894A (en) | Anchor mechanism and engineering machinery with same | |
CN103470184B (en) | Double-arm hydraulic tunneling jumbo | |
CN107620289B (en) | Dot matrix earth anchor gabion crevasse quick blocking construction system | |
CN103061675A (en) | Super-deep hole double-tube drilling directional drilling rig | |
CN107620287B (en) | Drilled Hard Anchor Breakout Sealing System | |
CN205661978U (en) | Big inclination working face scraper conveyor's security isolation retaining device | |
CN205713996U (en) | Drilling bit of rotary-digging drilling rig for big erratic boulder earth-boring pouring pile hole | |
CN203570241U (en) | Casing coring drilling tool | |
CN201133247Y (en) | Roadheader Airborne Dual Arm Geophysical Drilling Anchor | |
DE3920392A1 (en) | METHOD FOR DEGRADING AND PROMOTING A SOIL LAYER UNDER WATER, AND DEVICE FOR CARRYING OUT THE METHOD | |
CN115450571B (en) | Drilling stabilizing device of hydraulic drilling machine for coal mine excavation and application method of drilling stabilizing device | |
CN107401409A (en) | With drilling tool, scraper box, coring drill rod, quartering hammer development machine | |
CN108894794B (en) | Tunneling assembly line and tunneling operation method thereof | |
CN108167006B (en) | A kind of rock roadway in coal mine drilling anchor device and its construction method | |
CN102230378A (en) | Digging and drilling integrated machine |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190906 |