CN105937220A - Continuous underground wall making machine - Google Patents
Continuous underground wall making machine Download PDFInfo
- Publication number
- CN105937220A CN105937220A CN201610468295.4A CN201610468295A CN105937220A CN 105937220 A CN105937220 A CN 105937220A CN 201610468295 A CN201610468295 A CN 201610468295A CN 105937220 A CN105937220 A CN 105937220A
- Authority
- CN
- China
- Prior art keywords
- stirring
- rotation
- case
- rotating shaft
- drives
- 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- Withdrawn
Links
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
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention provides a continuous underground wall making machine used in building foundation projects. During work, a motor drives a main drive box to operate, the main drive box transmits torque to each branch drive box through rotation of a rotating shaft when operating, each branch drive box drives a stirring head to rotate through rotation of a stirring shaft at the right end when working, the rotation directions of every two adjacent stirring heads are opposite, and therefore the acting force exerted by the stirring heads on a soil body when the stirring heads rotate is balanced; the multiple stirring heads cut the right portion of the soil body and stir the right portion of the soil body and cement paste into a plurality of connected cemented soil cylinders during rotation; each rotating shaft drives stirring arms on the rotating shaft to rotate during rotation, the multiple stirring arms stir the areas, not stirred by the stirring heads, between the stirring heads during rotation, the rotation directions of the stirring arms driven by every two adjacent rotating shafts are opposite, and therefore the acting force exerted by the stirring arms on the soil body when the stirring arms rotate is balanced; and in the wall making process, supporting arms are in the vertical state all the time, the wall making machine walks rightwards, and then an underground continuous cemented wall is formed behind the wall making machine.
Description
Technical field
The present invention relates to one and make wall telephone, use in a kind of building foundation engineering makes wall telephone down.
Background technology
At present, the assembly that body of wall formed by wall telephone is all multiple soil cement cylinder made with local methods by the cement of other pattern, is not continuous print cement soil wall.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that one makes wall telephone down.
The present invention is achieved through the following technical solutions:
One makes wall telephone down, including the gate-type body frame supported, promotes guide pillar and mobile crawler travel portion that landing guides；Guide pillar is fixed in support arm upper end, master drives case and is fixed on support arm upper right end, master drives upper box part and is provided with motor, main lower end one rotating shaft of output driving case, the lower end of this rotating shaft is connected in one point and drives case, and this point drives the bottom of case and be provided with again many points and drive case, and every point of left end driving case is individually fixed in a gripping arm, every point of right-hand member driving case exports a shaft respectively, and the right-hand member of each shaft fixes a stirring-head respectively；The most adjacent two points drive between case, connect transmission by rotating shaft, and a stirring arm is fixed at the two ends, left and right in the centre position of every rotating shaft respectively, each stirring arm be shaped as T-shaped.
The present invention has a following feature:
The present invention every point drives during case work contrary by the rotation rotarily driving stirring-head of the shaft of right-hand member, the direction of rotation of two the most adjacent stirring-heads, balances when stirring-head rotates the active force to the soil body with this；The stirring of region that stirring-head between stirring-head is not stirred in rotation by multiple stirring arm, two the most adjacent rotating shafts drive the direction of rotation of stirring arm contrary, balance when stirring arm rotates the active force to the soil body with this.
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；
In figure: 1, motor, 2, gripping arm, 3, point drive case, 4, rotating shaft, 5, stirring arm, 6, shaft, 7, stirring-head, 8, main drive case, 9, guide pillar, 10, saddle, 11, gate-type body frame, 12, crawler travel portion, 13, ground.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes the gate-type body frame 11 supported, promotes guide pillar 9 and mobile crawler travel portion 12 that landing guides；Guide pillar is fixed in support arm 2 upper end, master drives case 8 and is fixed on support arm upper right end, master drives upper box part and is provided with motor 1, main lower end one rotating shaft 4 of output driving case, the lower end of this rotating shaft is connected in one point and drives case 3, and this point drives the bottom of case and be provided with again many points and drive case, and every point of left end driving case is individually fixed in a gripping arm, every point of right-hand member driving case exports a shaft 6 respectively, and the right-hand member of each shaft fixes a stirring-head 7 respectively；The most adjacent two points drive between case, connect transmission by rotating shaft, and a stirring arm 5 is fixed at the two ends, left and right in the centre position of every rotating shaft respectively, each stirring arm be shaped as T-shaped.
Job initiation of the present invention needs and single shaft agitation driller cooperating, first the cement soil pile of the fluid state of certain depth and one fixed width is stirred at the initial position single shaft agitation driller needing into wall, the whole series are cut thereafter stirring system vertically insert in the cement soil pile of this section of fluid state, guide pillar is installed in two saddles, makes wall telephone and start working；Being additionally provided with grouting pump on the girder of the present invention, during work, grouting pump is to each stirring-head grout injection respectively；Motor drives the main case that drives to operate, main driving drives case transmission moment of torsion by the rotation of rotating shaft to every point when case operates, the rotation rotarily driving stirring-head of every point of shaft passing through right-hand member when driving case work, the direction of rotation of two the most adjacent stirring-heads is contrary, balances when stirring-head rotates the active force to the soil body with this；The soil cutting of right part is stirred into multiple soil cement cylinder being connected in rotation by many stirring-heads with cement mortar；Every rotating shaft drives the stirring arm in rotating shaft to rotate in rotation, the stirring of region that stirring-head between stirring-head is not stirred in rotation by multiple stirring arm, and two the most adjacent rotating shafts drive the direction of rotation of stirring arm contrary, balances when stirring arm rotates the active force to the soil body with this；During making wall, support arm is in plumbness all the time, makes wall telephone and walks to the right, is subsequently formed the continuous cement soil wall in underground.
Claims (1)
1. make a wall telephone down, including the gate-type body frame 11 supported, promote guide pillar 9 and mobile crawler travel portion 12 that landing guides；Guide pillar is fixed in support arm 2 upper end, master drives case 8 and is fixed on support arm upper right end, master drives upper box part and is provided with motor 1, main lower end one rotating shaft 4 of output driving case, the lower end of this rotating shaft is connected in one point and drives case 3, and this point drives the bottom of case and be provided with again many points and drive case, and every point of left end driving case is individually fixed in a gripping arm, every point of right-hand member driving case exports a shaft 6 respectively, and the right-hand member of each shaft fixes a stirring-head 7 respectively；The most adjacent two points drive between case, connect transmission by rotating shaft, and a stirring arm 5 is fixed at the two ends, left and right in the centre position of every rotating shaft respectively, each stirring arm be shaped as T-shaped；It is characterized in that: making wall telephone job initiation needs and single shaft agitation driller cooperating, first the cement soil pile of the fluid state of certain depth and one fixed width is stirred at the initial position single shaft agitation driller needing into wall, the whole series are cut thereafter stirring system vertically insert in the cement soil pile of this section of fluid state, guide pillar is installed in two saddles, makes wall telephone and start working；Being additionally provided with grouting pump on the girder of the present invention, during work, grouting pump is to each stirring-head grout injection respectively；Motor drives the main case that drives to operate, main driving drives case transmission moment of torsion by the rotation of rotating shaft to every point when case operates, the rotation rotarily driving stirring-head of every point of shaft passing through right-hand member when driving case work, the direction of rotation of two the most adjacent stirring-heads is contrary, balances when stirring-head rotates the active force to the soil body with this；The soil cutting of right part is stirred into multiple soil cement cylinder being connected in rotation by many stirring-heads with cement mortar；Every rotating shaft drives the stirring arm in rotating shaft to rotate in rotation, the stirring of region that stirring-head between stirring-head is not stirred in rotation by multiple stirring arm, and two the most adjacent rotating shafts drive the direction of rotation of stirring arm contrary, balances when stirring arm rotates the active force to the soil body with this；During making wall, support arm is in plumbness all the time, makes wall telephone and walks to the right, is subsequently formed the continuous cement soil wall in underground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610468295.4A CN105937220A (en) | 2016-06-25 | 2016-06-25 | Continuous underground wall making machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610468295.4A CN105937220A (en) | 2016-06-25 | 2016-06-25 | Continuous underground wall making machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105937220A true CN105937220A (en) | 2016-09-14 |
Family
ID=56872835
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610468295.4A Withdrawn CN105937220A (en) | 2016-06-25 | 2016-06-25 | Continuous underground wall making machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105937220A (en) |
-
2016
- 2016-06-25 CN CN201610468295.4A patent/CN105937220A/en not_active Withdrawn
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105178295A (en) | V-shaped head stirring pile-forming machine | |
| CN105113495A (en) | Stirring pile-forming machine with V-shaped heads | |
| CN105649029A (en) | Rectangular buckling equipment for L-shaped piles and rectangular piles | |
| CN105937220A (en) | Continuous underground wall making machine | |
| CN105507288A (en) | V-shaped inserting and buckling equipment for T-shaped piles and rectangular piles | |
| CN105421410A (en) | T-shaped pile and rectangular pile V-shaped plug-in equipment | |
| CN105442547A (en) | V-shaped inserting-connection equipment for L-shaped piles and rectangular piles | |
| CN105442546A (en) | V-shaped buckling equipment for L-shaped piles and rectangular piles | |
| CN105421412A (en) | T-shaped pile and rectangular pile plug-in equipment | |
| CN105625357A (en) | Trapezoidal splicing equipment for T-shaped piles and rectangular piles | |
| CN105442566A (en) | V-shaped buckling equipment with T-shaped piles and rectangular piles | |
| CN105625356A (en) | Trapezoidal splicing equipment for T-shaped piles and rectangular piles | |
| CN105421416A (en) | Trapezoidal insertion-connection equipment for T-shaped piles and rectangular piles | |
| CN105568984A (en) | V-shaped inserting and buckling device for T-shaped piles and rectangular piles | |
| CN105649040A (en) | Wedge-shaped splicing equipment for n-shaped piles and rectangular piles | |
| CN105442548A (en) | V-shaped inserting-connection equipment for L-shaped piles and rectangular piles | |
| CN105568980A (en) | V-shaped inserting and buckling device for L-shaped piles and rectangular piles | |
| CN105442545A (en) | V-shaped buckling equipment for L-shaped piles and rectangular piles | |
| CN105625343A (en) | V-shaped eye-splicing equipment for L-shaped piles and rectangular piles | |
| CN105649041A (en) | Semicircular splicing equipment for n-shaped piles and rectangular piles | |
| CN106013063A (en) | Continuous equal-width wall forming machine | |
| CN105951717A (en) | Continuous uniform-thickness wall forming machine | |
| CN105951730A (en) | Continuous wall forming equipment | |
| CN106088021A (en) | Continuous stirring rig | |
| CN105649037A (en) | Rectangular splicing equipment for T-shaped piles and rectangular piles |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160914 |
|
| WW01 | Invention patent application withdrawn after publication |