CN105887853A - Lock piling wall forming device - Google Patents
Lock piling wall forming device Download PDFInfo
- Publication number
- CN105887853A CN105887853A CN201610354290.9A CN201610354290A CN105887853A CN 105887853 A CN105887853 A CN 105887853A CN 201610354290 A CN201610354290 A CN 201610354290A CN 105887853 A CN105887853 A CN 105887853A
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- CN
- China
- Prior art keywords
- arrangement
- recessed
- tool post
- arrangement tool
- convex
- 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.)
- Pending
Links
- 238000005553 drilling Methods 0.000 claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 34
- 239000010959 steel Substances 0.000 claims description 34
- 239000002689 soil Substances 0.000 claims description 16
- 238000000034 method Methods 0.000 claims description 13
- 230000005540 biological transmission Effects 0.000 claims description 9
- 238000005520 cutting process Methods 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 4
- 229910003460 diamond Inorganic materials 0.000 claims description 4
- 239000010432 diamond Substances 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 239000004568 cement Substances 0.000 description 3
- 239000011083 cement mortar Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Classifications
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- 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
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
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- 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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- 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
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- 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
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/165—Shapes polygonal
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
Abstract
Disclosed is a lock piling wall forming device. The lock piling wall forming device comprises a concave V-shaped head drilling machine and a rhombus drilling machine. A plurality of concrete rhombus piles spaced by one concave V-shaped head pile are manufactured. When certain concrete strength of the rhombus piles at the two sides is achieved, a concrete concave V-shaped head pile is manufactured in the space between every two rhombus piles through the concave V-shaped head drilling machine according to the working mode of the concave V-shaped head drilling machine, so that concave V shapes at the left end and the right end of each concrete concave V-shaped head pile are matched with convex V shapes of the rhombus piles on the left side and the right side of the corresponding concave V-shaped head pile; hence, a piling wall with the concrete rhombus piles locked with the concrete concave V-shaped head piles located every two rhombus piles can be formed, and the piling wall is used for earth retaining and antiseep of building foundations.
Description
Technical field
The present invention relates to a kind of piling wall wall-forming device, the sealed piling wall wall-forming device used in a kind of foundation engineering.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, the cement-soil pile of the consolidation process being presently used for weak base foundation is all to be formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The invention provides a kind of energy recessed V-arrangement head stake of manufacture and rhombus stake is mutually locked and forms the sealed stake wall-forming device of combination piling wall.
The present invention is achieved through the following technical solutions:
A kind of sealed piling wall wall-forming device, including recessed V-arrangement head rig and rhombus rig.
The structure of recessed V-arrangement head rig includes: the middle upper portion of steel pipe support one is fixed in the lower end of drilling rod one, the middle lower portion of steel pipe support one is fixed on the upper end of steel plate support two, the shell middle upper portion of motor two is fixed in the lower end of steel plate support two, the front end output shaft of motor two is fixed with front semi-convex V-arrangement tool post, and the rear end output shaft of motor two is fixed with rear semi-convex V-arrangement tool post；The upper end of steel plate support one is fixed in the left end bottom of steel pipe support one, the shell middle upper portion of motor one is fixed in the lower end of steel plate support one, the front end output shaft of motor one is fixed with first half recessed V-arrangement tool post one, and the rear end output shaft of motor one is fixed with later half recessed V-arrangement tool post one；The upper end of steel plate support three is fixed in the right-hand member bottom of steel pipe support one, the shell middle upper portion of motor three is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with first half recessed V-arrangement tool post two, and the rear end output shaft of motor three is fixed with later half recessed V-arrangement tool post two；First half recessed V-arrangement tool post one and later half recessed V-arrangement tool post one form a umbilicate recessed V-arrangement tool post, first half recessed V-arrangement tool post two and later half recessed V-arrangement tool post two and form another umbilicate recessed V-arrangement tool post, and the side surface of each recessed V-arrangement tool post is separately installed with multiple cutter head；Front semi-convex V-arrangement tool post and rear semi-convex V-arrangement tool post form the convex V-arrangement tool post that a centre is convex, and the side surface of convex V-arrangement tool post is provided with multiple cutter head；The recessed V-arrangement of recessed V-arrangement tool post cross section coincide with the convex V-arrangement of convex V-arrangement tool post cross section.
The structure of rhombus rig includes: the upper end of the lower end fixed motor four of drilling rod two, and motor four lower end is provided with change speed gear box, and the output shaft of change speed gear box lower end is fixed with drill bit two；Change speed gear box to left back, left front, right back, right front export a power transmission shaft respectively, the outer end of each power transmission shaft fixes a triangular knife two respectively.
The present invention has a following feature:
The present invention can manufacture the piling wall that the concrete recessed V-arrangement head stake between multiple concrete rhombus stake and each two rhombus stake is mutually locked, for gear soil, the antiseep on building basis.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the front view of recessed V-arrangement head rig；
Fig. 2 is the rearview of recessed V-arrangement head rig
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the structural representation of rhombus stake rig；
Fig. 5 is the B B view of Fig. 3；
Fig. 6 is recessed V-arrangement head stake with rhombus stake to be mutually locked the cross-sectional view of the combination piling wall formed.
In figure: 1, drilling rod one, 2, steel pipe support one, 3, steel plate support one, 4, steel plate support two, 5, steel plate support three, 6, motor one, 7, motor two, 8, motor three, 9, first half recessed V-arrangement tool post one, 10, front semi-convex V-arrangement tool post, 11, first half recessed V-arrangement tool post two, 12, cutter head, 13, later half recessed V-arrangement tool post one, 14, rear semi-convex V-arrangement tool post, 15, later half recessed V-arrangement tool post two, 16, output shaft；21, drilling rod two, 22, motor four, 23, change speed gear box, 24, drill bit two, 25, power transmission shaft, 26, triangular knife two.
Detailed description of the invention
A kind of sealed stake wall-forming device, including recessed V-arrangement head rig and rhombus rig.
Recessed V-arrangement head rig includes the structure in Fig. 1, Fig. 2, Fig. 3, concrete structure includes: the middle upper portion of steel pipe support 1 is fixed in the lower end of drilling rod 1, the middle lower portion of steel pipe support one is fixed on the upper end of steel plate support 24, the shell middle upper portion of motor 27 is fixed in the lower end of steel plate support two, the front end output shaft 16 of motor two is fixed with front semi-convex V-arrangement tool post 10, and the rear end output shaft of motor two is fixed with rear semi-convex V-arrangement tool post 14；The upper end of steel plate support 1 is fixed in the left end bottom of steel pipe support one, the shell middle upper portion of motor 1 is fixed in the lower end of steel plate support one, the front end output shaft 16 of motor one is fixed with first half recessed V-arrangement tool post 1, and the rear end output shaft of motor one is fixed with later half recessed V-arrangement tool post 1；The upper end of steel plate support 35 is fixed in the right-hand member bottom of steel pipe support one, the shell middle upper portion of motor 38 is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with first half recessed V-arrangement tool post 2 11, and the rear end output shaft of motor three is fixed with later half recessed V-arrangement tool post 2 15；First half recessed V-arrangement tool post one and later half recessed V-arrangement tool post one form a umbilicate recessed V-arrangement tool post, first half recessed V-arrangement tool post two and later half recessed V-arrangement tool post two and form another umbilicate recessed V-arrangement tool post, and the side surface of each recessed V-arrangement tool post is separately installed with multiple cutter head 12；Front semi-convex V-arrangement tool post and rear semi-convex V-arrangement tool post form the convex V-arrangement tool post that a centre is convex, and the side surface of convex V-arrangement tool post is provided with multiple cutter head 12；The recessed V-arrangement of recessed V-arrangement tool post cross section coincide with the convex V-arrangement of convex V-arrangement tool post cross section.
The working method of recessed V-arrangement head rig is: during work, the position between grouting pump V-arrangement recessed to left side tool post and centre convex V-arrangement tool post and between the right recessed V-arrangement tool post and centre convex V-arrangement tool post irrigates water under high pressure respectively, motor one drives first half recessed V-arrangement tool post one and the rotating forward of later half recessed V-arrangement tool post one, motor three drives first half recessed V-arrangement tool post two and the reversion of later half recessed V-arrangement tool post two, motor two drives front semi-convex V-arrangement tool post to rotate forward, after motor two drives, semi-convex V-arrangement tool post inverts, first half recessed V-arrangement tool post one, later half recessed V-arrangement tool post one, first half recessed V-arrangement tool post two, later half recessed V-arrangement tool post two and front semi-convex V-arrangement tool post, rear semi-convex V-arrangement tool post in rotation by the soil cutting of its lower end；Left end is cut into recessed V-arrangement head in rotation by first half recessed V-arrangement tool post one, later half recessed V-arrangement tool post one, and right-hand member is cut into recessed V-arrangement head in rotation by first half recessed V-arrangement tool post two, later half recessed V-arrangement tool post two；The soil body machined away is mixed in mud, and mud flows out from hole, and drilling rod one forms about one two ends and is respectively provided with the hole of recessed V-arrangement head casting concrete, formation concrete recessed V-arrangement head stake in this hole during being pressed into downwards.
Rhombus rig includes the structure in Fig. 4, Fig. 5；Concrete structure is as follows: the upper end of the lower end fixed motor 4 22 of drilling rod 2 21, and motor four lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24；Change speed gear box to left back, left front, right back, right front export a power transmission shaft 25 respectively, the outer end of each power transmission shaft fixes a triangular knife 2 26 respectively.
The specific works mode of rhombus rig is as follows: during work, grouting pump irrigates water under high pressure to drill bit two, and motor four drives change speed gear box to operate, and change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit lower end；Change speed gear box drives left back, left front, right back, the power transmission shaft of right front to drive the rotation of a triangular knife two respectively in operation process respectively, four triangular knifes two in rotary course by the soil cutting at four angles；The soil body machined away is mixed in mud, and mud flows out from hole, and drilling rod two forms the diamond hole of certain depth during being pressed into, casting concrete, formation concrete rhombus stake in this diamond hole.
The convex V-arrangement of rhombus stake coincide with the recessed V-arrangement at two ends, recessed V-arrangement head stake left and right.
The work process that recessed V-arrangement head rig manufactures sealed piling wall with rhombus rig associated working is as follows: in the original position needing pile axis, a concrete rhombus stake is manufactured according to the working method of above-mentioned rhombus rig with rhombus rig, on the right side of this rhombus stake, the distance of one the recessed V-arrangement head stake in interval remanufacture second concrete rhombus stake, so manufacture one, multiple intervals recessed V-arrangement head pilespacing from multiple concrete rhombus stakes；When the concrete strength of the rhombus stake on both sides reaches a timing, in spacing between each two rhombus stake, manufacture a concrete recessed V-arrangement head stake with recessed V-arrangement head rig according to the working method of above-mentioned recessed V-arrangement head rig, make the recessed V-arrangement at two ends, each concrete recessed V-arrangement head stake left and right be fit to the convex V-arrangement of rhombus stake of this recessed V-arrangement head stake the right and left respectively；The piling wall that the concrete recessed V-arrangement head stake being thusly-formed between multiple concrete rhombus stake and each two rhombus stake is mutually locked, for gear soil, the antiseep on building basis.
Claims (3)
1. a sealed piling wall wall-forming device, including recessed V-arrangement head rig and rhombus rig, it is characterised in that:
The concrete structure of described recessed V-arrangement head rig includes: the middle upper portion of steel pipe support one (2) is fixed in the lower end of drilling rod one (1), the middle lower portion of steel pipe support one is fixed on the upper end of steel plate support two (4), the shell middle upper portion of motor two (7) is fixed in the lower end of steel plate support two, the front end output shaft (16) of motor two is fixed with front semi-convex V-arrangement tool post (10), and the rear end output shaft of motor two is fixed with rear semi-convex V-arrangement tool post (14)；The upper end of steel plate support one (3) is fixed in the left end bottom of steel pipe support one, the shell middle upper portion of motor one (6) is fixed in the lower end of steel plate support one, the front end output shaft (16) of motor one is fixed with first half recessed V-arrangement tool post one (9), and the rear end output shaft of motor one is fixed with later half recessed V-arrangement tool post one (13)；The upper end of steel plate support three (5) is fixed in the right-hand member bottom of steel pipe support one, the shell middle upper portion of motor three (8) is fixed in the lower end of steel plate support three, the front end output shaft of motor three is fixed with first half recessed V-arrangement tool post two (11), and the rear end output shaft of motor three is fixed with later half recessed V-arrangement tool post two (15)；First half recessed V-arrangement tool post one and later half recessed V-arrangement tool post one form a umbilicate recessed V-arrangement tool post, first half recessed V-arrangement tool post two and later half recessed V-arrangement tool post two form another umbilicate recessed V-arrangement tool post, and the side surface of each recessed V-arrangement tool post is separately installed with multiple cutter head (12)；Front semi-convex V-arrangement tool post and rear semi-convex V-arrangement tool post form the convex V-arrangement tool post that a centre is convex, and the side surface of convex V-arrangement tool post is provided with multiple cutter head (12)；
The working method of described recessed V-arrangement head rig is: during work, the position between grouting pump V-arrangement recessed to left side tool post and centre convex V-arrangement tool post and between the right recessed V-arrangement tool post and centre convex V-arrangement tool post irrigates water under high pressure respectively, motor one drives first half recessed V-arrangement tool post one and the rotating forward of later half recessed V-arrangement tool post one, motor three drives first half recessed V-arrangement tool post two and the reversion of later half recessed V-arrangement tool post two, motor two drives front semi-convex V-arrangement tool post to rotate forward, after motor two drives, semi-convex V-arrangement tool post inverts, first half recessed V-arrangement tool post one, later half recessed V-arrangement tool post one, first half recessed V-arrangement tool post two, later half recessed V-arrangement tool post two and front semi-convex V-arrangement tool post, rear semi-convex V-arrangement tool post in rotation by the soil cutting of its lower end；Left end is cut into recessed V-arrangement head in rotation by first half recessed V-arrangement tool post one, later half recessed V-arrangement tool post one, and right-hand member is cut into recessed V-arrangement head in rotation by first half recessed V-arrangement tool post two, later half recessed V-arrangement tool post two；The soil body machined away is mixed in mud, and mud flows out from hole, and drilling rod one forms about one two ends and is respectively provided with the hole of recessed V-arrangement head casting concrete, formation concrete recessed V-arrangement head stake in this hole during being pressed into downwards；
The concrete structure of described rhombus rig includes: the upper end of the lower end fixed motor 4 22 of drilling rod 2 21, and motor four lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24；Change speed gear box to left back, left front, right back, right front export a power transmission shaft 25 respectively, the outer end of each power transmission shaft fixes a triangular knife 2 26 respectively；
The specific works mode of described rhombus rig is: during work, grouting pump irrigates water under high pressure to drill bit two, and motor four drives change speed gear box to operate, and change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit lower end；Change speed gear box drives left back, left front, right back, the power transmission shaft of right front to drive the rotation of a triangular knife two respectively in operation process respectively, four triangular knifes two in rotary course by the soil cutting at four angles；The soil body machined away is mixed in mud, and mud flows out from hole, and drilling rod two forms the diamond hole of certain depth during being pressed into, casting concrete, formation concrete rhombus stake in this diamond hole；
Described recessed V-arrangement head rig manufactures the work process of sealed piling wall with rhombus rig associated working: in the original position needing pile axis, a concrete rhombus stake is manufactured according to the working method of above-mentioned rhombus rig with rhombus rig, on the right side of this rhombus stake, the distance of one the recessed V-arrangement head stake in interval remanufacture second concrete rhombus stake, so manufacture one, multiple intervals recessed V-arrangement head pilespacing from multiple concrete rhombus stakes；When the concrete strength of the rhombus stake on both sides reaches a timing, in spacing between each two rhombus stake, manufacture a concrete recessed V-arrangement head stake with recessed V-arrangement head rig according to the working method of above-mentioned recessed V-arrangement head rig, make the recessed V-arrangement at two ends, each concrete recessed V-arrangement head stake left and right be fit to the convex V-arrangement of rhombus stake of this recessed V-arrangement head stake the right and left respectively；The piling wall that the concrete recessed V-arrangement head stake being thusly-formed between multiple concrete rhombus stake and each two rhombus stake is mutually locked, for gear soil, the antiseep on building basis.
Sealed piling wall wall-forming device the most according to claim 1, it is characterised in that: the recessed V-arrangement of the recessed V-arrangement tool post cross section of recessed V-arrangement head rig coincide with the convex V-arrangement of convex V-arrangement tool post cross section.
Sealed piling wall wall-forming device the most according to claim 1, it is characterised in that: the convex V-arrangement of described rhombus stake coincide with the recessed V-arrangement at two ends, described recessed V-arrangement head stake left and right.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610354290.9A CN105887853A (en) | 2016-05-25 | 2016-05-25 | Lock piling wall forming device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610354290.9A CN105887853A (en) | 2016-05-25 | 2016-05-25 | Lock piling wall forming device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105887853A true CN105887853A (en) | 2016-08-24 |
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ID=56717200
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610354290.9A Pending CN105887853A (en) | 2016-05-25 | 2016-05-25 | Lock piling wall forming device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105887853A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105887852A (en) * | 2016-05-25 | 2016-08-24 | 刘玉香 | Occlusion wall manufacturing device |
| CN105951755A (en) * | 2016-05-25 | 2016-09-21 | 刘玉香 | Manufacturing device for buckle connection wall |
| CN105951756A (en) * | 2016-05-25 | 2016-09-21 | 刘玉香 | Wall forming device for latching piling wall |
| CN106013099A (en) * | 2016-05-25 | 2016-10-12 | 刘玉香 | Fastening wall manufacturing device |
| CN106836351A (en) * | 2017-04-06 | 2017-06-13 | 卢维利 | The embodiment that a kind of square tube connects barricade |
Citations (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040065484A1 (en) * | 2002-10-08 | 2004-04-08 | Mcalvain Bruce William | Diamond tip point-attack bit |
| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
| CN104727314A (en) * | 2015-04-12 | 2015-06-24 | 张永忠 | Rectangular stirring drilling machine |
| CN105804070A (en) * | 2016-05-25 | 2016-07-27 | 王乐贵 | Wall forming device for inserted built pile wall |
| CN105862829A (en) * | 2016-05-25 | 2016-08-17 | 王乐贵 | Manufacturing device for inserting opening wall |
| CN105887854A (en) * | 2016-05-25 | 2016-08-24 | 王乐贵 | Buckle piling wall forming device |
| CN105887852A (en) * | 2016-05-25 | 2016-08-24 | 刘玉香 | Occlusion wall manufacturing device |
| CN105951755A (en) * | 2016-05-25 | 2016-09-21 | 刘玉香 | Manufacturing device for buckle connection wall |
| CN105951757A (en) * | 2016-05-25 | 2016-09-21 | 刘莉萍 | Socket connection combination retaining wall |
| CN105951756A (en) * | 2016-05-25 | 2016-09-21 | 刘玉香 | Wall forming device for latching piling wall |
| CN105951758A (en) * | 2016-05-25 | 2016-09-21 | 刘莉萍 | Insertion connection retaining wall |
| CN105970924A (en) * | 2016-05-25 | 2016-09-28 | 刘莉萍 | Locking type diaphragm wall |
| CN105970923A (en) * | 2016-05-25 | 2016-09-28 | 王乐贵 | Joint wall manufacturing device |
| CN105970925A (en) * | 2016-05-25 | 2016-09-28 | 刘莉萍 | Buckle type retaining wall |
| CN106013102A (en) * | 2016-05-25 | 2016-10-12 | 刘莉萍 | Locking connection retaining wall |
| CN106013101A (en) * | 2016-05-25 | 2016-10-12 | 王乐贵 | Lock opening retaining wall |
| CN106013100A (en) * | 2016-05-25 | 2016-10-12 | 王乐贵 | Combined wall manufacturing device |
| CN106013099A (en) * | 2016-05-25 | 2016-10-12 | 刘玉香 | Fastening wall manufacturing device |
-
2016
- 2016-05-25 CN CN201610354290.9A patent/CN105887853A/en active Pending
Patent Citations (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040065484A1 (en) * | 2002-10-08 | 2004-04-08 | Mcalvain Bruce William | Diamond tip point-attack bit |
| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
| CN104727314A (en) * | 2015-04-12 | 2015-06-24 | 张永忠 | Rectangular stirring drilling machine |
| CN105804070A (en) * | 2016-05-25 | 2016-07-27 | 王乐贵 | Wall forming device for inserted built pile wall |
| CN105862829A (en) * | 2016-05-25 | 2016-08-17 | 王乐贵 | Manufacturing device for inserting opening wall |
| CN105887854A (en) * | 2016-05-25 | 2016-08-24 | 王乐贵 | Buckle piling wall forming device |
| CN105887852A (en) * | 2016-05-25 | 2016-08-24 | 刘玉香 | Occlusion wall manufacturing device |
| CN105951755A (en) * | 2016-05-25 | 2016-09-21 | 刘玉香 | Manufacturing device for buckle connection wall |
| CN105951757A (en) * | 2016-05-25 | 2016-09-21 | 刘莉萍 | Socket connection combination retaining wall |
| CN105951756A (en) * | 2016-05-25 | 2016-09-21 | 刘玉香 | Wall forming device for latching piling wall |
| CN105951758A (en) * | 2016-05-25 | 2016-09-21 | 刘莉萍 | Insertion connection retaining wall |
| CN105970924A (en) * | 2016-05-25 | 2016-09-28 | 刘莉萍 | Locking type diaphragm wall |
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| CN106013102A (en) * | 2016-05-25 | 2016-10-12 | 刘莉萍 | Locking connection retaining wall |
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