CN112726708A - Roller type cut-off wall grooving grouting equipment with side edge baffle and construction method - Google Patents
Roller type cut-off wall grooving grouting equipment with side edge baffle and construction method Download PDFInfo
- Publication number
- CN112726708A CN112726708A CN202011546586.3A CN202011546586A CN112726708A CN 112726708 A CN112726708 A CN 112726708A CN 202011546586 A CN202011546586 A CN 202011546586A CN 112726708 A CN112726708 A CN 112726708A
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- grouting
- grooving
- bottom plate
- side edge
- construction
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- 238000010276 construction Methods 0.000 title claims abstract description 38
- 238000005553 drilling Methods 0.000 claims abstract description 22
- 239000002184 metal Substances 0.000 claims abstract description 16
- 238000004140 cleaning Methods 0.000 claims abstract description 14
- 238000005086 pumping Methods 0.000 claims abstract description 12
- 239000002689 soil Substances 0.000 claims abstract description 6
- 238000005096 rolling process Methods 0.000 claims description 25
- 230000003068 static effect Effects 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 13
- 239000012530 fluid Substances 0.000 claims description 7
- 239000002002 slurry Substances 0.000 claims description 7
- 238000009434 installation Methods 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000007569 slipcasting Methods 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 238000009527 percussion Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
-
- 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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
本发明公开了一种带侧缘挡板的滚轮式防渗墙成槽注浆设备及施工方法，底板的下底面转动连接有两组并排设置的碾压滚轮，每个碾压滚轮上安装有多个鹰嘴形的刀片；底板的前后两端各连接有一个倒三角形的挡板，贯穿底板的上下底面连接有一个空心金属管，底板的上底面与液压式可伸缩机械臂的伸缩端固连，液压式可伸缩机械臂竖直设置在底板上。本发明所述施工方法有效降低了现有技术采用锥形钻头钻孔造成的孔斜率，并提高了在地下坚硬土层钻孔成槽的效率，橡胶软管可连接反泵吸装置与注浆装置，可使该装置在完成成槽的同时也能进行清孔和灌浆工作，有利于缩短工期。
The invention discloses a roller type anti-seepage wall grouting equipment and a construction method with side edge baffles. A plurality of olecranon-shaped blades; an inverted triangular baffle is connected to the front and rear ends of the bottom plate; a hollow metal tube is connected to the upper and lower bottom surfaces of the bottom plate; The hydraulic retractable mechanical arm is vertically arranged on the base plate. The construction method of the invention effectively reduces the hole slope caused by the use of conical drill bits in the prior art, and improves the efficiency of drilling into grooves in underground hard soil layers, and the rubber hose can be connected to the reverse pumping device and grouting The device can enable the device to perform hole cleaning and grouting work while completing the groove formation, which is beneficial to shorten the construction period.
Description
Technical Field
The invention relates to the technical field of diaphragm wall construction, in particular to a roller type diaphragm wall grooving grouting device with a lateral edge baffle and a construction method.
Background
The drilling and grooving method adopted in the existing diaphragm wall construction mainly comprises the following steps:
(1) a drilling and splitting method; is generally applicable to common sandy cobblestone strata. Two adjacent groove sections of the wall axis are constructed in batches in a first period and a second period (or a front period and a rear period) by using a steel rope impact drilling machine or an impact type reverse circulation drilling machine, holes are drilled according to a main-auxiliary relation, a splitting auxiliary hole is drilled after two adjacent main holes are drilled into a certain depth, and then the stone slag split by the drill is stored and taken out of the hole.
(2) Drilling and grabbing; the method is suitable for digging deeper slotted holes in tight stratum, adopts the combination of percussion drilling and grab bucket method to carry out construction, drills main holes on a stone layer and bedrock by using percussion drilling, and grabs auxiliary holes between two adjacent main holes by using grab bucket. Depending on the size of the slotted hole to be cut, two-drill one-grab or three-drill two-grab can be generally adopted.
(3) Grasping; the method is suitable for building the concrete upper impervious wall in a sand-gravel layer or a powder-seven layer, and a grab bucket method is adopted to directly dig the slotted hole, so that the working efficiency can be greatly improved.
However, drilling equipment used in the drilling splitting method and the drilling grabbing method may cause a large hole slope rate in the grooving construction process, the hole slope rate is a hard index for strictly controlling the quality in the slotted hole excavation process, the hole slope rate can cause that the overlapping thickness of each part of the slotted hole is not enough, so that the impervious wall is distorted or weak, and the geological condition of the grabbing method construction has strong limitation.
Disclosure of Invention
The invention provides a roller type cut-off wall grooving grouting device with a side edge baffle and a construction method, aiming at solving the technical problems that holes are easy to form inclined holes when holes are drilled, the geological conditions of construction have strong limitations and the like in the prior art.
The invention is realized by the following technical scheme:
a roller type cut-off wall grooving grouting device with side edge baffles comprises a bottom plate, wherein the lower bottom surface of the bottom plate is rotatably connected with two groups of rolling rollers which are arranged side by side, a group of rolling rollers is respectively arranged in front and at the back along the advancing direction of the device, and each rolling roller is provided with a plurality of olecranon-shaped blades;
the front end and the rear end of the bottom plate are respectively connected with an inverted triangular baffle plate, the baffle plates are arranged vertically downwards, the upper bottom surface and the lower bottom surface penetrating through the bottom plate are connected with a hollow metal pipe, the hollow metal pipe is positioned between the front rolling roller and the rear rolling roller, and the hollow metal pipe is internally connected with a rubber hose;
the upper bottom surface of bottom plate links firmly with the flexible end of the scalable arm of fluid pressure type, and the vertical setting of the scalable arm of fluid pressure type is on the bottom plate.
The rubber hose can be connected with an anti-pumping device or a grouting device, the anti-pumping device is connected to facilitate hole cleaning after grooving, and accumulated soil in the groove can be sucked out while grooving, so that preliminary hole cleaning is realized.
The grouting device is connected for grouting and pouring immediately after grooving and hole cleaning are finished, so that the construction period is greatly shortened.
The rolling roller replaces a conical drill bit in the prior construction technology to excavate a slotted hole, the hole slope caused by the fact that the existing large-scale drilling machine is used for drilling holes when the drilling holes are in contact with different soft and hard stratums can be effectively reduced, the side-by-side roller type design and the side edge installation of the baffle plate which plays a directional role can ensure that the grooving direction of the drilling holes is always vertical, the hole slope can be reduced, and the olecranon-shaped blade can improve the drilling efficiency of the grooving device in a hard rock stratum and reduce the abrasion of the blade.
Preferably, the blades mounted on the same set of rollers face in the same direction, and the blades mounted on the front and rear sets of rollers face in opposite directions. By the design, the device can form grooves when moving forwards and backwards.
Preferably, the top end of the hydraulic telescopic mechanical arm is provided with a reserved connecting hole. The whole device can be lifted and carried by reserving the connecting holes.
In order to ensure that the device can meet the requirement of deeper grooving depth, the upper part of the grooving device is connected with a static grooving machine, and the static grooving machine applies power to the grooving device by connecting a hydraulic telescopic mechanical arm.
Preferably, in order to facilitate lifting of the device after completing grooving and hole cleaning and to avoid the device from sinking into slurry during grouting, the lower bottom surface of the bottom plate is also provided with a distance sensor. The distance sensor can monitor the distance between the bottom plate and the mud surface in real time, when the distance sensor monitors that the bottom plate is too close to the mud surface, the reserved connecting hole at the top end of the hydraulic telescopic mechanical arm can lift the whole device, so that the device and the poured mud surface always keep a certain distance, and the difficulty in cleaning the device by mud pollution is avoided being increased. The distance sensor belongs to the prior art and is not described in detail herein.
Preferably, the upper bottom surface of the bottom plate is also provided with an electronic level gauge, and the electronic level gauge is a Digi-Pas DWL 1000XY double-axis measuring column electronic level gauge.
A construction method of roller type cut-off wall grooving grouting equipment with side edge baffles comprises the following steps:
firstly, construction lofting is carried out, and the position of a slotted hole is selected according to construction requirements;
step two, equipment installation: firstly, connecting a rubber hose in a hollow metal pipe in the middle of a grooving device, connecting the rubber hose with a reverse pumping device on the ground, and fixing the horizontal position of a hydraulic telescopic mechanical arm;
thirdly, the rolling rollers and the blades are arranged side by side and downwards drilled into grooves under the pressure action of the mechanical arm and the static groove press, the side edge baffle plates simultaneously downwards play a directional role during the groove forming, and the accumulated soil in the grooves is sucked out by the reverse pumping device;
after grooving and hole cleaning are completed, connecting a rubber hose with a grouting pipe to extend into a static slurry pool on the ground, starting grouting and pouring, and keeping a proper distance between the grooving device and slurry all the time under the control of a distance sensor at the bottom edge of the static pressure groove forming machine during grouting, so that the grooving device can be lifted and cleaned after work conveniently;
step five, forming the continuous impervious wall: when the grouting in the fourth step is finished and the concrete reaches the designed strength, the construction of the segmented impervious wall is finished; and repeating the operations of rolling and drilling, static pressure grooving, reverse pumping hole cleaning and grouting to finish the construction of the adjacent sections of the impervious walls, and then connecting the sectioned impervious walls to form the continuous impervious wall.
Compared with the prior art, the invention has the beneficial effects that:
the construction method effectively reduces the hole slope caused by the conical drill bit drilling in the prior art, improves the efficiency of drilling and grooving in the underground hard soil layer, and the rubber hose can be connected with the inverse pump suction device and the grouting device, so that the device can perform hole cleaning and grouting work while finishing grooving, and the construction period is favorably shortened.
The equipment provided by the invention can be suitable for grooving construction of the diaphragm wall under various geological strata, can reduce the hole inclination rate caused in the construction process, and has very important engineering significance.
Drawings
Fig. 1 is a front view structure of the present invention.
Fig. 2 is a side view configuration of fig. 1.
Fig. 3 shows the structure of the crushing roller.
Fig. 4 is a side view configuration of fig. 3.
Fig. 5 shows a schematic view of the connection of a hollow metal tube to a rubber hose.
The device comprises an inverted triangular baffle 1, a blade 2, a hollow metal pipe 3, a distance sensor 4, a rubber hose 6, a connecting piece 7, an electronic level meter 8, a hydraulic telescopic mechanical arm 9 and a reserved connecting hole 10.
Detailed Description
The invention is described in further detail below with reference to the following detailed description and accompanying drawings:
as shown in fig. 1-4, the roller type cut-off wall grooving grouting equipment with the lateral edge baffle comprises a bottom plate, wherein the lower bottom surface of the bottom plate is rotatably connected with two groups of rolling rollers arranged side by side, a group of rolling rollers are respectively arranged in the front and at the back along the advancing direction of the device, each rolling roller is provided with a plurality of olecranon-shaped blades 2, the blades arranged on the same group of rolling rollers face the same direction, and the blades arranged on the front and at the back of the rolling rollers face opposite directions.
The front end and the rear end of the bottom plate are respectively connected with a baffle 1 with an inverted triangle shape, the baffle is vertically arranged downwards, the upper bottom surface and the lower bottom surface which penetrate through the bottom plate are connected with a hollow metal pipe 3, the hollow metal pipe is positioned between the front and the rear two groups of rolling rollers, a rubber hose can be connected in the hollow metal pipe, the hollow metal pipe and the rubber hose are fixedly connected through a connecting piece 7, the rubber hose can be connected with a reverse pump suction device or a grouting device, the lower bottom surface of the bottom plate is further provided with a distance sensor 4, and the distance sensor is ZDL 12-T.
The upper bottom surface of bottom plate links firmly with the flexible end of the scalable arm 9 of fluid pressure type, and the vertical setting of the scalable arm of fluid pressure type is on the bottom plate, and reservation connecting hole 10 has been seted up on the top of the scalable arm of fluid pressure type.
The last bottom surface of bottom plate still is provided with electron spirit level 8, and the electron spirit level is Digi-Pas DWL 1000XY biax survey post electron spirit level, and this electron spirit level has following advantage: 1) the measuring range is 0-90 degrees, the X/Y axes are synchronously measured, and angles and graphs are digitally displayed; 2) four orientation icons indicating measurement angles (X/Y axes); 3) the resolution is as high as 0.1 degree, the highest precision can reach +/-0.05 degree under 0 degree, and the precision can be +/-0.2 degree under other angles; 4) the sound prompt is provided at 0 degree, 90 degrees or a designated angle, so that the grooving direction is always vertical.
The construction method of the roller type cut-off wall grooving grouting equipment with the side edge baffle comprises the following steps:
firstly, construction lofting is carried out, and the position of a slotted hole is selected according to construction requirements;
step two, equipment installation: firstly, a rubber hose is connected in a hollow metal pipe in the middle of a grooving device, and the rubber hose is connected with a reverse pumping device on the ground to fix the horizontal position of the hydraulic telescopic mechanical arm.
And step three, the rolling rollers and the blades are arranged side by side and downwards drilled into grooves under the pressure action of the mechanical arm and the static groove press, the side edge baffle plate simultaneously downwards plays a directional role during groove forming, and the accumulated soil in the grooves is sucked out by the reverse pumping device.
And step four, after grooving and hole cleaning are completed, connecting a rubber hose with a grouting pipe to extend into a static slurry pool on the ground, starting grouting and pouring, and keeping a proper distance between the grooving device and slurry all the time under the control of a distance sensor at the bottom edge of the static pressure groove forming machine during grouting, so that the grooving device is convenient to lift and clean after construction.
Step five, forming the continuous impervious wall: when the grouting in the fourth step is finished and the concrete reaches the designed strength, the construction of the segmented impervious wall is finished; and repeating the operations of rolling and drilling, static pressure grooving, reverse pumping hole cleaning and grouting to finish the construction of the adjacent sections of the impervious walls, and then connecting the sectioned impervious walls to form the continuous impervious wall.
The diaphragm wall in engineering mainly comprises the following steps: drilling, grooving, cleaning, concreting, and usually by a sectional grooving construction method.
And (4) after grouting is completed on the slotted holes of the final diaphragm wall sections and the design strength is reached, namely all diaphragm wall section construction is completed, and diaphragm wall construction is completed.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, various changes and modifications can be made without departing from the overall concept of the invention, and these should be considered as the protection scope of the present invention, which will not affect the effect of the implementation of the present invention and the practicability of the patent.
The non-illustrated parts referred to in the present invention are the same as or implemented by the prior art.
Claims (6)
1. The utility model provides a take roller type cut-off wall grooving slip casting equipment of lateral margin baffle which characterized in that: the device comprises a bottom plate, wherein the lower bottom surface of the bottom plate is rotatably connected with two groups of rolling rollers which are arranged side by side, a group of rolling rollers is respectively arranged in front and at the back along the advancing direction of the device, and each rolling roller is provided with a plurality of olecranon-shaped blades;
the front end and the rear end of the bottom plate are respectively connected with an inverted triangular baffle plate, the baffle plates are arranged vertically downwards, the upper bottom surface and the lower bottom surface penetrating through the bottom plate are connected with a hollow metal pipe, the hollow metal pipe is positioned between the front rolling roller and the rear rolling roller, and the hollow metal pipe is internally connected with a rubber hose;
the upper bottom surface of bottom plate links firmly with the flexible end of the scalable arm of fluid pressure type, and the vertical setting of the scalable arm of fluid pressure type is on the bottom plate.
2. The roll type diaphragm wall trenching grouting apparatus with side edge dams of claim 1, wherein: the blades arranged on the same group of rolling rollers face the same direction, and the blades arranged on the front and rear groups of rolling rollers face the opposite direction.
3. The roll type diaphragm wall trenching grouting apparatus with side edge dams of claim 2, wherein: reserved connecting holes are formed in the top end of the hydraulic telescopic mechanical arm.
4. The roll type diaphragm wall trenching grouting apparatus with side edge dams of claim 3, wherein: and a distance sensor is also arranged on the lower bottom surface of the bottom plate.
5. The roll type diaphragm wall trenching grouting apparatus with side edge dams of claim 4, wherein: the upper bottom surface of the bottom plate is also provided with an electronic level gauge, and the model of the electronic level gauge is a Digi-Pas DWL 1000XY double-shaft measuring column electronic level gauge.
6. The construction method of the roller type diaphragm wall grooving grouting equipment with the side edge baffle as claimed in claim 1, wherein: the method comprises the following steps:
firstly, construction lofting is carried out, and the position of a slotted hole is selected according to construction requirements;
step two, equipment installation: firstly, connecting a rubber hose in a hollow metal pipe in the middle of a grooving device, connecting the rubber hose with a reverse pumping device on the ground, and fixing the horizontal position of a hydraulic telescopic mechanical arm;
thirdly, the rolling rollers and the blades are arranged side by side and downwards drilled into grooves under the pressure action of the mechanical arm and the static groove press, the side edge baffle plates simultaneously downwards play a directional role during the groove forming, and the accumulated soil in the grooves is sucked out by the reverse pumping device;
after grooving and hole cleaning are completed, connecting a rubber hose with a grouting pipe to extend into a static slurry pool on the ground, starting grouting and pouring, and keeping a proper distance between the grooving device and slurry all the time under the control of a distance sensor at the bottom edge of the static pressure groove forming machine during grouting, so that the grooving device can be lifted and cleaned after work conveniently;
step five, forming the continuous impervious wall: when the grouting in the fourth step is finished and the concrete reaches the designed strength, the construction of the segmented impervious wall is finished; and repeating the operations of rolling and drilling, static pressure grooving, reverse pumping hole cleaning and grouting to finish the construction of the adjacent sections of the impervious walls, and then connecting the sectioned impervious walls to form the continuous impervious wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011546586.3A CN112726708A (en) | 2020-12-24 | 2020-12-24 | Roller type cut-off wall grooving grouting equipment with side edge baffle and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011546586.3A CN112726708A (en) | 2020-12-24 | 2020-12-24 | Roller type cut-off wall grooving grouting equipment with side edge baffle and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112726708A true CN112726708A (en) | 2021-04-30 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011546586.3A Withdrawn CN112726708A (en) | 2020-12-24 | 2020-12-24 | Roller type cut-off wall grooving grouting equipment with side edge baffle and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112726708A (en) |
Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06173266A (en) * | 1992-03-18 | 1994-06-21 | Hazama Gumi Ltd | Excavator for underground wall |
| JPH08270006A (en) * | 1995-03-29 | 1996-10-15 | Hazama Gumi Ltd | Shaft-digging machine and digging course-controlling method therefor |
| KR19990001337A (en) * | 1997-06-13 | 1999-01-15 | 양형칠 | Grout injection method and device for improving soft ground |
| EP1231327A1 (en) * | 2001-01-23 | 2002-08-14 | Compagnie Du Sol | Milling tool for the cutting of hard ground and of sticky ground |
| JP2003041614A (en) * | 2001-07-27 | 2003-02-13 | Ohbayashi Corp | Bucket excavator |
| JP2007077649A (en) * | 2005-09-14 | 2007-03-29 | Ki Techno:Kk | Soil improving device |
| US20090165338A1 (en) * | 2006-04-06 | 2009-07-02 | Philippe Chagnot | Drilling tool |
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| CN206245366U (en) * | 2016-09-30 | 2017-06-13 | 上海金泰工程机械有限公司 | Pole type two-wheel milling system |
| CN107524138A (en) * | 2016-06-20 | 2017-12-29 | 宏润建设集团股份有限公司 | A kind of ultra-deep foundation pit construction method of underground continuous wall |
| CN108442359A (en) * | 2018-05-25 | 2018-08-24 | 江苏科弘岩土工程有限公司 | Ground-connecting-wall machine is stirred in a kind of mechanical electronic hydraulic gas integral two-wheel milling |
| CN208363159U (en) * | 2018-01-25 | 2019-01-11 | 中铁工程机械研究设计院有限公司 | Two-wheel flute milling machine based on sprocket transmission and milling |
| CN109339032A (en) * | 2018-10-19 | 2019-02-15 | 岩土科技股份有限公司 | The method for carrying out construction of diaphragm wall using twisting sucker head |
| CN110387918A (en) * | 2018-04-18 | 2019-10-29 | 包尔机械有限公司 | For generating the groove cutter and method of cutting groove in the soil |
| CN211646526U (en) * | 2019-11-29 | 2020-10-09 | 杭州市市政工程集团有限公司 | Efficient rock-entering construction slot milling machine |
| CN214033851U (en) * | 2020-12-24 | 2021-08-24 | 河海大学 | A rolling roller type anti-seepage wall groove forming device |
-
2020
- 2020-12-24 CN CN202011546586.3A patent/CN112726708A/en not_active Withdrawn
Patent Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06173266A (en) * | 1992-03-18 | 1994-06-21 | Hazama Gumi Ltd | Excavator for underground wall |
| JPH08270006A (en) * | 1995-03-29 | 1996-10-15 | Hazama Gumi Ltd | Shaft-digging machine and digging course-controlling method therefor |
| KR19990001337A (en) * | 1997-06-13 | 1999-01-15 | 양형칠 | Grout injection method and device for improving soft ground |
| EP1231327A1 (en) * | 2001-01-23 | 2002-08-14 | Compagnie Du Sol | Milling tool for the cutting of hard ground and of sticky ground |
| JP2003041614A (en) * | 2001-07-27 | 2003-02-13 | Ohbayashi Corp | Bucket excavator |
| JP2007077649A (en) * | 2005-09-14 | 2007-03-29 | Ki Techno:Kk | Soil improving device |
| US20090165338A1 (en) * | 2006-04-06 | 2009-07-02 | Philippe Chagnot | Drilling tool |
| CN204940391U (en) * | 2015-06-23 | 2016-01-06 | 黄河建工集团有限公司 | Construction of diaphragm wall groove milling system |
| CN107524138A (en) * | 2016-06-20 | 2017-12-29 | 宏润建设集团股份有限公司 | A kind of ultra-deep foundation pit construction method of underground continuous wall |
| CN206245366U (en) * | 2016-09-30 | 2017-06-13 | 上海金泰工程机械有限公司 | Pole type two-wheel milling system |
| CN208363159U (en) * | 2018-01-25 | 2019-01-11 | 中铁工程机械研究设计院有限公司 | Two-wheel flute milling machine based on sprocket transmission and milling |
| CN110387918A (en) * | 2018-04-18 | 2019-10-29 | 包尔机械有限公司 | For generating the groove cutter and method of cutting groove in the soil |
| CN108442359A (en) * | 2018-05-25 | 2018-08-24 | 江苏科弘岩土工程有限公司 | Ground-connecting-wall machine is stirred in a kind of mechanical electronic hydraulic gas integral two-wheel milling |
| CN109339032A (en) * | 2018-10-19 | 2019-02-15 | 岩土科技股份有限公司 | The method for carrying out construction of diaphragm wall using twisting sucker head |
| CN211646526U (en) * | 2019-11-29 | 2020-10-09 | 杭州市市政工程集团有限公司 | Efficient rock-entering construction slot milling machine |
| CN214033851U (en) * | 2020-12-24 | 2021-08-24 | 河海大学 | A rolling roller type anti-seepage wall groove forming device |
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Application publication date: 20210430 |
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