CN106120723A - Underground wall forming machine - Google Patents
Underground wall forming machine Download PDFInfo
- Publication number
- CN106120723A CN106120723A CN201610468287.XA CN201610468287A CN106120723A CN 106120723 A CN106120723 A CN 106120723A CN 201610468287 A CN201610468287 A CN 201610468287A CN 106120723 A CN106120723 A CN 106120723A
- Authority
- CN
- China
- Prior art keywords
- rectangular component
- wheel disc
- transfer case
- output shaft
- forming machine
- 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- Withdrawn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
-
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
A kind of underground wall forming machine, including the gate-type body frame supported, promotes guide pillar and mobile crawler travel portion that landing guides；Mair motor is fixed on guide pillar, and the upper end of a transmission tube is fixed in the lower end of mair motor, and multiple transfer case is fixed on the right of transmission tube, and each two transfer case is one group from top to bottom, according to the size of the one-tenth wall degree of depth, sets even number set altogether；Often a rectangular component is installed on the right of two transfer cases of group, often organize right-hand member one wheel disc of output of a transfer case of top, the right part bias of wheel disc fixes an output shaft, this output shaft inserts in the pivoted housing of this rectangular component top, often organize right-hand member one wheel disc of output of a following transfer case, the right part bias of wheel disc fixes an output shaft, and this output shaft inserts in the pivoted housing that this rectangular component is following；Two pivoted housings of each rectangular component are fixed on rectangular component by multiple struts.
Description
Technical field
The present invention relates to a kind of wall forming machine, the underground wall forming machine used in a kind of Foundation Anti-seepage engineering.
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 a kind of underground wall forming machine.
The present invention is achieved through the following technical solutions:
A kind of underground wall forming machine, including the gate-type body frame supported, promotes guide pillar and mobile crawler belt that landing guides
Running part；Mair motor is fixed on guide pillar, and the upper end of a transmission tube is fixed in the lower end of mair motor, and the right of transmission tube is fixed multiple
Transfer case, each two transfer case is one group from top to bottom, according to the size of the one-tenth wall degree of depth, sets even number set altogether；Often two transfers of group
A rectangular component is installed on the right of case, often organizes right-hand member one wheel disc of output of a transfer case of top, and the right part of wheel disc is inclined
The heart fixes an output shaft, and this output shaft inserts in the pivoted housing of this rectangular component top, often organizes a following transfer case
Right-hand member exports a wheel disc, and the right part bias of wheel disc fixes an output shaft, and it is following that this output shaft inserts this rectangular component
In pivoted housing；Two pivoted housings of each rectangular component are fixed on rectangular component by multiple struts, and the right part of rectangular component is laid many
Individual cutter head.
The present invention has a following feature:
Cutter head on the present invention the most rectangular component of multiple rectangular component is by soil body cutting and by the soil body cut and cement
Slurry stirring；Wall forming machine advances to the right, and continuous soil-cement underground wall is made in the underground, the left side of wall forming machine.
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, mair motor, 2, transmission tube, 3, transfer case, 4, wheel disc, 5, output shaft, 6, rectangular component, 7, cutter head, 8, crawler belt
Running part, 9, ground, 10, guide pillar, 11, nose girder, 12, gate-type body frame, 14, pivoted housing, 15, strut.
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 12 supported, promotes landing
The guide pillar 10 guided and mobile crawler travel portion 8；Mair motor 1 is fixed on guide pillar, and the lower end of mair motor fixes one
The upper end of transmission tube 2, the right of transmission tube fixes multiple transfer case 3, and each two transfer case is one group from top to bottom, according to becoming wall
The size of the degree of depth, sets even number set altogether；Often a rectangular component 6, often organize top one point are installed in the right of two transfer cases of group
The right-hand member of dynamic case exports a wheel disc 4, and the right part bias of wheel disc fixes an output shaft 5, and this output shaft inserts this rectangular structure
In the pivoted housing 14 of part top, often organizing right-hand member one wheel disc of output of a following transfer case, the right part bias of wheel disc fixes one
Individual output shaft, this output shaft inserts in the pivoted housing that this rectangular component is following；Two pivoted housings of each rectangular component are by multiple
Strut 15 is fixed on rectangular component, and the right part of rectangular component lays multiple cutter heads 7.
Each transfer case all synchronizes.
When an adjacent upper rectangular component moves to forefront, next rectangular component move to rearmost part.
When an adjacent upper rectangular component moves to rearmost part, next rectangular component move to forefront.
When an adjacent upper rectangular component moves to topmost, next rectangular component move to foot.
When an adjacent upper rectangular component moves to foot, next rectangular component move to topmost.
Job initiation of the present invention needs and single shaft agitation driller cooperating, is first needing into the initial position single shaft of wall
The whole series are cut stirring system thereafter and are hung down by the cement soil pile of the fluid state of agitation driller stirring certain depth and one fixed width
Straight cutting is put in the cement soil pile of this section of fluid state, is installed on by guide pillar in two nose girders, and wall forming machine is started working；Work
Time, mair motor exports moment of torsion to each transfer case by the power transmission shaft in transmission tube, and often the turning to of two transfer cases of group, rotating speed are equal
Identical, two transfer cases of adjacent upper one group are contrary with turning to of two transfer cases that next is organized, rotating speed is identical；Each transfer
Case drives the wheel disc of its right-hand member to rotate respectively, and two wheel discs often organized stir a rectangular structure by the output shaft on wheel disc respectively
Part moves；The multiple shower nozzles of refractory gunning equipment multiple positions water-spray type slurry to each rectangular component, multiple rectangular components are in motion
In cutter head on rectangular component by soil body cutting and by the soil body of cutting and cement mortar stirring；In work process, transmission tube is vertical
In ground, wall forming machine advances to the right, and continuous soil-cement underground wall is made in the underground, the left side of wall forming machine.
Claims (1)
1. a underground wall forming machine, including the gate-type body frame 12 of support, the guide pillar 10 promoting landing guiding and mobile use
Crawler travel portion 8；Mair motor 1 is fixed on guide pillar, and the upper end of a transmission tube 2 is fixed in the lower end of mair motor, the right side of transmission tube
While fix multiple transfer case 3, each two transfer case is one group from top to bottom, according to the size of the one-tenth wall degree of depth, sets even number set altogether；Often
A rectangular component 6 is installed on the right of two transfer cases of group, often organizes right-hand member one wheel disc 4 of output of a transfer case of top,
The right part bias of wheel disc fixes an output shaft 5, and this output shaft inserts in the pivoted housing 14 of this rectangular component top, and often group is below
Right-hand member one wheel disc of output of a transfer case, the right part bias of wheel disc fixes an output shaft, and this output shaft inserts this
In the pivoted housing that rectangular component is following；Two pivoted housings of each rectangular component are fixed on rectangular component by multiple struts 15, rectangular
The right part of component lays multiple cutter heads 7；It is characterized in that: wall forming machine job initiation needs and single shaft agitation driller cooperating, first
The soil cement of the fluid state of certain depth and one fixed width is first stirred at the initial position single shaft agitation driller needing into wall
The whole series are cut thereafter stirring system and are vertically inserted in the cement soil pile of this section of fluid state, are installed on by guide pillar by pile body
In two nose girders, wall forming machine is started working；During work, mair motor turns round to the output of each transfer case by the power transmission shaft in transmission tube
Square, often group the turning to of two transfer cases, rotating speed are the most identical, two transfer cases of adjacent upper one group and two transfers of next group
Turning to of case is contrary, rotating speed is identical；Each transfer case drives the wheel disc of its right-hand member to rotate respectively, and two wheel discs often organized lead to respectively
Cross the output shaft on wheel disc and stir a rectangular component motion；The multiple shower nozzles of refractory gunning equipment multiple portions to each rectangular component
Position water-spray type slurry, the cutter head on multiple the most rectangular components of rectangular component is by soil body cutting and by the soil body cut and cement
Slurry stirring；In work process, transmission tube is perpendicular to ground, and wall forming machine advances to the right, and continuous water is made in the underground, the left side of wall forming machine
Earth subterranean wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610468287.XA CN106120723A (en) | 2016-06-25 | 2016-06-25 | Underground wall forming machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610468287.XA CN106120723A (en) | 2016-06-25 | 2016-06-25 | Underground wall forming machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106120723A true CN106120723A (en) | 2016-11-16 |
Family
ID=57268812
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610468287.XA Withdrawn CN106120723A (en) | 2016-06-25 | 2016-06-25 | Underground wall forming machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106120723A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018133740A1 (en) * | 2017-01-18 | 2018-07-26 | 王燏斌 | Underground building and construction method for same |
| CN113047142A (en) * | 2021-04-01 | 2021-06-29 | 项兆华 | Construction method for constructing asphalt concrete road |
-
2016
- 2016-06-25 CN CN201610468287.XA patent/CN106120723A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018133740A1 (en) * | 2017-01-18 | 2018-07-26 | 王燏斌 | Underground building and construction method for same |
| CN113047142A (en) * | 2021-04-01 | 2021-06-29 | 项兆华 | Construction method for constructing asphalt concrete road |
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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: 20161116 |
|
| WW01 | Invention patent application withdrawn after publication |