CN106049437A - Implementation method of continuous cement-soil wall making equipment - Google Patents
Implementation method of continuous cement-soil wall making equipment Download PDFInfo
- Publication number
- CN106049437A CN106049437A CN201610468477.1A CN201610468477A CN106049437A CN 106049437 A CN106049437 A CN 106049437A CN 201610468477 A CN201610468477 A CN 201610468477A CN 106049437 A CN106049437 A CN 106049437A
- Authority
- CN
- China
- Prior art keywords
- transmission case
- hand member
- rotary
- sleeve pipe
- wall
- 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.)
- Withdrawn
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Classifications
-
- 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
- E02D5/187—Bulkheads or similar walls made solely of concrete in situ the bulkheads or walls being made continuously, e.g. excavating and constructing bulkheads or walls in the same process, without joints
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses an implementation method of continuous cement-soil wall making equipment. A first transmission case drives a rotating disc at the right end of the first transmission case to rotate. In the rotating process, the rotating disc drives a rotating shaft on the rotating disc to perform circular motion with the circle center of the rotating disc as the circle center. In this way, a second pushing rod is driven by a first pushing rod to perform vertical motion; consequently, a hinged movement arm at the right end of each hinged movement rod is driven to perform vertical motion; and in vertical motion, multiple hinged movement arms cut a soil body which is located between rotary cutting heads and the wall of a groove and cannot be cut by the rotary cutting heads. A grouting system pours thin slurry into each rotary cutting head through a pipe. In the rotating process of the multiple rotary cutting heads, the multiple hinged movement arms jointly mix and stir the soil body and the thin slurry in vertical motion. In the drilling-down process, a jacking and pushing oil cylinder jacks, so that when a wall making system advances downwards to reach the designed depth, a traveling device is started; the wall making equipment is driven to travel rightwards; and a continuous deep groove is formed at the left side. In the drilling and digging process of the deep groove, the poured thin slurry changes into thick slurry; the thick slurry mingled with broken soil flows out of the deep groove to form the deep groove; and concrete is poured into the groove, so that an underground concrete wall is formed.
Description
Technical field
The present invention relates to one and make wall equipment, a kind of soil cement used in a kind of Foundation Anti-seepage engineering is made continuously
A kind of implementation of wall equipment.
Background technology
At present, soil cement is made wall equipment continuously and can only be manufactured cement soil wall.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of soil cement makes a kind of implementation of wall equipment continuously.
The present invention is achieved through the following technical solutions:
A kind of soil cement makes wall equipment continuously, and the right-hand member bottom of underframe and left end bottom are separately installed with one group of tire, underframe
Left upper part is provided with column two, and the upper articulation of column two is in the top of pipe bending cylinder, during the lower end of pipe bending cylinder is articulated with
Between the sleeve pipe two of section;The right-hand member top of underframe is provided with column one, and the upper end thereof of column one is fixed on transmission in curved bar, curved bar
The upper end of case one, the left end of transmission case one is provided with motor, and the upper end of sleeve pipe one, sleeve pipe one time are fixed in the lower end of transmission case one
End fixes a transmission case two, and the bottom of this transmission case two is provided with again many transmission cases two, two the most adjacent transmission cases two
It is connected by one section of sleeve pipe two, in sleeve pipe one and multiple sleeve pipe two, is provided with mandrel respectively;The right-hand member of each transmission case two
Being respectively equipped with a swingle, the right-hand member of each swingle is provided with a rotary-cut head;Right-hand member one rotating disk of output of transmission case one,
Eccentrically mounted on rotating disk fix a rotating shaft, the upper end of the hinged catch bar of this rotating shaft one, the hinged promotion in lower end of catch bar one
Bar two;The right part of each sleeve pipe two is hingedly connected to the left end of an agitator arm, and the centre of each agitator arm is hingedly connected to push away
Lever two, the right-hand member of each agitator arm fixes a hinge swing arm respectively.
A kind of soil cement makes a kind of implementation of wall equipment continuously, spuds in initial, first starts motor, makes motor drive and passes
Dynamic case one operates, and when transmission case one operates, is driven the operating of multiple transmission case two, each transmission case two to lead to respectively respectively by mandrel
The swingle crossing its right-hand member drives the rotary-cut head rotary cutting soil body of its right-hand member;Transmission case one drives the turntable rotation of its right-hand member,
Rotating disk drives rotating shaft thereon to move in a circle with the center of circle of rotating disk for the center of circle in rotation, drives from there through catch bar one and pushes away
Lever two moves up and down, and thus drives the hinge swing arm of each hinge lever right-hand member to move up and down, and multiple hinge swing arms are moving back and forth
The middle soil cutting that rotary-cut head between rotary-cut head and trench wall can not be cut;Each rotary-cut head is filled by grouting system by pipeline
Note thin mud, multiple rotary-cut heads in rotation, multiple hinge swing arm in up and down motion jointly by the soil body and thin mud mix and blend;
In going down process, pipe bending cylinder jacking, make to make and enter when being 45 ° with ground angle under wall system, start running gear, make to make
Wall equipment is walked to the right, and continuous print deep trench is just caused on the left side;In the during drilling operations of deep trench, the thin mud of perfusion becomes dense
Mud, dense mud is mingled with hack and flows out into deep trench in deep trench, in this groove casting concrete underground coagulation
Cob wall.
The present invention has a following feature:
The present invention multiple rotary-cut head in rotation, stir the multiple hinge swing arm common soil body is mixed with thin mud in reciprocating motion
Mix;In going down process, pipe bending cylinder jacking, make to make and enter when being 45 ° with ground angle under wall system, start running gear,
Making to make wall equipment to walk to the right, continuous print deep trench is just caused on the left side;In the during drilling operations of deep trench, the thin mud of perfusion becomes
Become dense mud, dense mud to be mingled with hack in deep trench, flow out into deep trench, in this groove casting concrete underground
Concrete walls.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the structural representation of the present invention;
Fig. 2 is the A A view of Fig. 1;
In figure: 1, motor, 2, transmission case one, 3, curved bar, 4, column one, 5, sleeve pipe one, 6, rotating disk, 7, rotating shaft, 8, catch bar one,
9, catch bar two, 10, swingle, 11, rotary-cut head, 12, transmission case two, 13, sleeve pipe two, 14, hinge lever, 15, hinge swing arm, 16,
Column two, 17, pipe bending cylinder, 18, underframe, 19, tire, 20, ground, 21, groove, 22, the soil body, 23, mandrel.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and right-hand member bottom and the left end bottom of this embodiment underframe 18 are pacified respectively
Equipped with one group of tire 19, the left upper part of underframe is provided with column 2 16, and the upper articulation of column two is upper in pipe bending cylinder 17
Portion, the lower end of pipe bending cylinder is articulated with the sleeve pipe 2 13 of interlude;The right-hand member top of underframe is provided with column 1, column one
Upper end thereof is in curved bar 3, and curved bar is fixed on the upper end of transmission case 1, and the left end of transmission case one is provided with motor 1, transmission case one
The upper end of sleeve pipe 1 is fixed in lower end, and a transmission case 2 12 is fixed in the lower end of sleeve pipe one, and the bottom of this transmission case two sets again
Many transmission cases two, the most adjacent two transmission cases two are had to be connected by one section of sleeve pipe 2 13, sleeve pipe one and multiple sleeve pipe
Mandrel 23 it is provided with respectively in two;The right-hand member of each transmission case two is respectively equipped with a swingle 10, the right-hand member of each swingle
It is provided with a rotary-cut 11;Right-hand member one rotating disk 6 of output of transmission case one, eccentrically mounted on rotating disk fixes a rotating shaft 7, this
The upper end of the hinged catch bar of rotating shaft 1, the hinged catch bar in lower end 29 of catch bar one;The right part of each sleeve pipe two is respectively articulated with
In the left end of an agitator arm 14, the centre of each agitator arm is hingedly connected to catch bar two, and the right-hand member of each agitator arm is respectively
Fix a hinge swing arm 15.
Before spudding in, pipe bending cylinder is in retracted state, and sleeve pipe two is parallel with underframe, sleeve pipe two, transmission case two and rotation
Crop is more than ground;Spud in initial, first start motor, make motor drive transmission case one operating, when transmission case one operates, pass through
Mandrel drives the operating of multiple transmission case two, each transmission case two to be driven the rotation of its right-hand member respectively by the swingle of its right-hand member respectively
The crop rotary cutting soil body;Transmission case one drives the turntable rotation of its right-hand member, and rotating disk drives rotating shaft thereon to turn in rotation
The center of circle of dish is that the center of circle moves in a circle, and drives catch bar two to move up and down from there through catch bar one, thus drives each
Hinge lever right-hand member hinge swing arm move up and down, multiple hinge swing arms in up and down motion by rotary-cut head between rotary-cut head and trench wall not
The soil cutting that can cut;Grouting system by pipeline to each rotary-cut head irrigate thin mud, multiple rotary-cut heads in rotation, many
Individual hinge swing arm in up and down motion jointly by the soil body and thin mud mix and blend;In going down process, pipe bending cylinder jacking, make to make
Entering when being 45 ° with ground angle under wall system, start running gear, make to make wall equipment and walk to the right, the left side is just caused continuously
Deep trench;In the during drilling operations of deep trench, the thin mud of perfusion becomes dense mud, and dense mud is mingled with hack from deep trench
Inside flow out into deep trench, in this groove casting concrete buried concrete wall.
Claims (1)
1. soil cement makes an a kind of implementation for wall equipment continuously, and right-hand member bottom and the left end bottom of underframe (18) are pacified respectively
Equipped with one group of tire (19), the left upper part of underframe is provided with column two (16), and the upper articulation of column two is in pipe bending cylinder
(17) top, the lower end of pipe bending cylinder is articulated with the sleeve pipe two (13) of interlude;The right-hand member top of underframe is provided with column one
(4), the upper end thereof of column one is in curved bar (3), and curved bar is fixed on the upper end of transmission case one (2), and the left end of transmission case one is provided with
Motor (1), the lower end of transmission case one is fixed on the upper end of sleeve pipe one (5), and a transmission case two (12) is fixed in the lower end of sleeve pipe one,
The bottom of this transmission case two is provided with again many transmission cases two, and the most adjacent two transmission cases two are by one section of sleeve pipe two (13) phase
Connect, in sleeve pipe one and multiple sleeve pipe two, be provided with mandrel (23) respectively;The right-hand member of each transmission case two is respectively equipped with one
Swingle (10), the right-hand member of each swingle is provided with a rotary-cut head (11);Right-hand member one rotating disk (6) of output of transmission case one,
Eccentrically mounted on rotating disk fix a rotating shaft (7), the upper end of the hinged catch bar of this rotating shaft one (8), the lower end hinge of catch bar one
Connect catch bar two (9);The right part of each sleeve pipe two is hingedly connected to the left end of an agitator arm (14), the centre of each agitator arm
Being hingedly connected to catch bar two, the right-hand member of each agitator arm fixes hinge swing arm (15) respectively;It is characterized in that: spudded in
Begin, first start motor, make motor drive transmission case one operating, when transmission case one operates, driven multiple transmission respectively by mandrel
Case two operates, and each transmission case two drives the rotary-cut head rotary cutting soil body of its right-hand member respectively by the swingle of its right-hand member;Pass
Dynamic case one drives the turntable rotation of its right-hand member, and rotating disk drives rotating shaft thereon to do circumference with the center of circle of rotating disk for the center of circle in rotation
Motion, drives catch bar two to move up and down from there through catch bar one, thus drives on the hinge swing arm of each hinge lever right-hand member
Lower motion, the soil cutting that rotary-cut head between rotary-cut head and trench wall can not be cut in up and down motion by multiple hinge swing arms;Fill
Slurry system by pipeline to each rotary-cut head irrigate thin mud, multiple rotary-cut heads in rotation, multiple hinge swing arm move up and down
In jointly by the soil body and thin mud mix and blend;In going down process, pipe bending cylinder jacking, make to make under wall system and enter and ground
When angle is 45 °, starting running gear, make to make wall equipment and walk to the right, continuous print deep trench is just caused on the left side;In deep trench
During drilling operations, the thin mud of perfusion becomes dense mud, and dense mud is mingled with hack and flows out into deep trench in deep trench, at this
In groove casting concrete buried concrete wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610468477.1A CN106049437A (en) | 2016-06-25 | 2016-06-25 | Implementation method of continuous cement-soil wall making equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610468477.1A CN106049437A (en) | 2016-06-25 | 2016-06-25 | Implementation method of continuous cement-soil wall making equipment |
Publications (1)
Publication Number | Publication Date |
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CN106049437A true CN106049437A (en) | 2016-10-26 |
Family
ID=57165703
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201610468477.1A Withdrawn CN106049437A (en) | 2016-06-25 | 2016-06-25 | Implementation method of continuous cement-soil wall making equipment |
Country Status (1)
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CN (1) | CN106049437A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113006175A (en) * | 2021-03-05 | 2021-06-22 | 江西省水利科学院 | Spiral underground diaphragm wall construction device and method |
-
2016
- 2016-06-25 CN CN201610468477.1A patent/CN106049437A/en not_active Withdrawn
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113006175A (en) * | 2021-03-05 | 2021-06-22 | 江西省水利科学院 | Spiral underground diaphragm wall construction device and method |
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WW01 | Invention patent application withdrawn after publication |
Application publication date: 20161026 |
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WW01 | Invention patent application withdrawn after publication |