CN1233695A - Process for producing seepage control bulk head by using mould vibrosinking method - Google Patents
Process for producing seepage control bulk head by using mould vibrosinking method Download PDFInfo
- Publication number
- CN1233695A CN1233695A CN 99112187 CN99112187A CN1233695A CN 1233695 A CN1233695 A CN 1233695A CN 99112187 CN99112187 CN 99112187 CN 99112187 A CN99112187 A CN 99112187A CN 1233695 A CN1233695 A CN 1233695A
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- China
- Prior art keywords
- limit
- vibration
- slurry
- vibration template
- vibrosinking
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- 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.)
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The processing technology of impervious siding wall by adopting vibrating and form-sinking processes is as follows: two vibrating forms are sunk underground, then fill slurry body mortar into the cavity of first form, the first form is vibrated, pulled with filling slurry body mortar at the same time until the form is drawn out of the ground surface, the slurry body mortar remains in the cavity underground; then sink the first form at the other side of the second form, and fill the cavity of second form with slurry body mortar the second form is vibrated pulled with filling slurry body mortar at the same time until the form is drawn out of the ground surface, the slurry body mortar remains in the cavity underground and connected together with the slurry body mortar remained before, continue to proceed the said process until the whole impervious siding wall is constructed.
Description
The present invention relates to the process for producing seepage control bulk head by using mould vibrosinking technical field.
Being used for the major defect that the technology of dykes and dams vertical seepage control exists at present is: the manufacturing process complexity, equipment investment is big, the construction costs height, stock utilization is low, in the construction energy consumption big, the project seepage controlling effect of making is undesirable, seam is not tight, speed of application is slow.
The objective of the invention is to invent a kind of process for producing seepage control bulk head by using mould vibrosinking, it makes two vibration templates be driven underground earlier, then cement injection mortar in first vibration template, then first vibromold edges of boards shake, pull out on the limit and limit grouting body, up to extracting ground, slurry stays in underground slotted eye, then first vibration template is sunk to the opposite side of second vibration template, and so successively back and forth said process is made the antiseepage board wall one.
The present invention is achieved in that earlier two vibration templates is assigned projected depth along the construction axis with sinking to, cement injection mortar in first vibration template immediately, then first vibromold edges of boards are shaken, pull out and limit grouting body on the limit, up to extracting ground, slurry stays in underground slotted eye, then first vibration template is sunk to the opposite side of second vibration template, again second vibration template filled with slurry, same limit shakes, the limit is pulled out with the limit and is in the milk body up to extracting ground, slurry stays in underground slotted eye and stays the slurry in underground slotted eye to couple together with last, then second vibration template sunk to first vibration template opposite side again, so successively back and forth said process is made seepage control bulk head by using mould vibrosinking one.
Advantage of the present invention is: construction technology is reliable, good engineering quality, the engineering unit price is cheap, and manufacturing process is simple, the construction equipment small investment, energy consumption is low, has improved work efficiency, has reduced construction cost, be connected reliable between plate and the plate, barrier performance improves greatly, short construction period, and antiseepage wallboard cost reduces greatly.
Below in conjunction with embodiment, the present invention will be further described:
Clamp first vibration template by the chuck on the stake machine assign projected depth with sinking at vibrating hammer effect lower edge construction axis, chuck clamps second vibration template after locating with first vibration template then, assign projected depth in the vibrating hammer effect with being lowered into, by grouting system cement mortar is filled with in first vibration template then, then first vibration template is shaken in stake machine vibration hammer effect bottom, pull out and limit grouting body on the limit, up to extracting ground, slurry stays in underground slotted eye, sink to the opposite side of second vibration template after then first vibration template being located, second vibration template filled with slurry, same limit shakes, the limit is pulled out with the limit and is in the milk body up to extracting ground, slurry stays in underground slotted eye and stays the slurry in underground slotted eye to couple together with last, then second vibration template sunk to first vibration template opposite side again, so successively back and forth said process is made seepage control bulk head by using mould vibrosinking one.
Claims (1)
1, process for producing seepage control bulk head by using mould vibrosinking, it is characterized in that: earlier two vibration templates are assigned projected depth along the construction axis with sinking to, cement injection mortar in first vibration template immediately, then first vibromold edges of boards are shaken, pull out and limit grouting body on the limit, up to extracting ground, slurry stays in underground slotted eye, then first vibration template is sunk to the opposite side of second vibration template, again second vibration template filled with slurry, same limit shakes, the limit is pulled out with the limit and is in the milk body up to extracting ground, slurry stays in underground slotted eye and stays the slurry in underground slotted eye to couple together with last, then second vibration template sunk to first vibration template opposite side again, so successively back and forth said process is made seepage control bulk head by using mould vibrosinking one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99112187 CN1101881C (en) | 1999-04-22 | 1999-04-22 | Process for producing seepage control bulk head by using mould vibrosinking method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99112187 CN1101881C (en) | 1999-04-22 | 1999-04-22 | Process for producing seepage control bulk head by using mould vibrosinking method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1233695A true CN1233695A (en) | 1999-11-03 |
| CN1101881C CN1101881C (en) | 2003-02-19 |
Family
ID=5275516
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 99112187 Expired - Lifetime CN1101881C (en) | 1999-04-22 | 1999-04-22 | Process for producing seepage control bulk head by using mould vibrosinking method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1101881C (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102174811A (en) * | 2010-12-14 | 2011-09-07 | 张永忠 | Wedge-shaped pile plate |
-
1999
- 1999-04-22 CN CN 99112187 patent/CN1101881C/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102174811A (en) * | 2010-12-14 | 2011-09-07 | 张永忠 | Wedge-shaped pile plate |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1101881C (en) | 2003-02-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C06 | Publication | ||
| PB01 | Publication | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANDONG HUASHUI HYDROELECTRIC ENGINEERING CO., L Free format text: FORMER OWNER: HUASHUI ENGINEERING CO., LTD., SHANDONG Effective date: 20060908 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20060908 Address after: 250100, Shandong, Ji'nan hi tech Development Zone, Qilu Ring Road No. 1588, golden age 1, building 1, Room 502 Patentee after: Shandong Huashui Hydroelectric Engineering Co., Ltd. Address before: 250013 No. 39, Jiefang Road, Shandong, Ji'nan Patentee before: Huashui Engineering Co Ltd, Shandong |
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| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20030219 |