CN108118687A - Multi-functional construction of diaphragm wall device - Google Patents
Multi-functional construction of diaphragm wall device Download PDFInfo
- Publication number
- CN108118687A CN108118687A CN201711479939.0A CN201711479939A CN108118687A CN 108118687 A CN108118687 A CN 108118687A CN 201711479939 A CN201711479939 A CN 201711479939A CN 108118687 A CN108118687 A CN 108118687A
- Authority
- CN
- China
- Prior art keywords
- wall
- strong
- control system
- ground
- straightening
- 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.)
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Links
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 239000002002 slurry Substances 0.000 claims abstract description 31
- 230000005611 electricity Effects 0.000 claims abstract description 20
- 230000005540 biological transmission Effects 0.000 claims abstract description 18
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 12
- 239000010959 steel Substances 0.000 claims abstract description 12
- 238000002604 ultrasonography Methods 0.000 claims abstract description 12
- 238000001914 filtration Methods 0.000 claims description 9
- 210000002421 cell wall Anatomy 0.000 claims description 5
- 239000013049 sediment Substances 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims 1
- 230000010354 integration Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 2
- 230000003044 adaptive effect Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B08—CLEANING
- B08B—CLEANING IN GENERAL; PREVENTION OF FOULING IN GENERAL
- B08B1/00—Cleaning by methods involving the use of tools
- B08B1/10—Cleaning by methods involving the use of tools characterised by the type of cleaning tool
- B08B1/12—Brushes
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)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The present invention relates to a kind of multi-functional construction of diaphragm wall devices, including pedestal and stent, lift control system, hydraulic control system, strong and weak electricity Transmission system, slurry delivery system, components mechanism, the pedestal and stent are fixed on by ground straightening and fixing device on ground wall chase section, and mobile, fixed, straightening is carried out by ground straightening and fixing device；Lift control system, through pulley assembly connection component mechanism, lift work is carried out for control assembly mechanism by steel wire rope；Components mechanism connection hydraulic control system, slurry delivery system, strong and weak electricity Transmission system, carry out the diaphram wall after grooving brush wall, clear base, the institutional operation for changing slurry and ultrasound examination.The present invention has the characteristics of maneuverability, handling strong, especially suitable for ultra-deep the use of wall construction period.Using the present invention, it can accomplish brush wall, clear base, change slurry, ultrasound examination integration operation.Engineering practice proves that it is easy to operate, can Reusability, one-machine-multi-function, economical and practical.
Description
Technical field
The present invention relates to a kind of construction of diaphragm wall devices, are specifically after one kind is suitable for construction of diaphragm wall grooving
Brush wall, clear base, change slurry, the device of ultrasound examination integrated construction.
Background technology
With the continuous development of city size, town site resource is more rare, and Urban Underground Space Excavation utilizes
It is expanded to " depth ", the diaphram wall application gone along with sb. to guard him as basement is also more and more, and the application depth of diaphram wall also has
Breakthrough growth has broken through hundred meters using depth at present.Thereupon, the slurry trench stability after corresponding continuous wall trench underground
Be construction of diaphragm wall success or failure it is crucial, original technique process very complicated, brush wall, clear base, to change slurry, ultrasound examination more
Step process separate it is independent implement and utilize different construction equipments, not only largely effect in time construction efficiency and
Cell wall safety also constantly influences slurry trench stability, the disturbance periphery soil body in machinery replaces step.Therefore by multi-step process and machinery
It is necessary to carry out simplified integrated optimization.
The content of the invention
The present invention is to solve after grooving during existing construction of diaphragm wall the technical issues of slurry trench stability, and provide
A kind of multi-functional construction of diaphragm wall device.
The present invention is achieved by the following technical solutions；
A kind of multi-functional construction of diaphragm wall device, including pedestal and stent, lift control system, hydraulic control system, strong
Light current Transmission system, slurry delivery system, components mechanism, the pedestal and stent are fixed on by ground straightening and fixing device
On ground wall chase section, mobile, fixed, straightening is carried out by ground straightening and fixing device；Lift control system is passed through by steel wire rope
Pulley assembly connection component mechanism carries out lift work for control assembly mechanism；Components mechanism connection hydraulic control system, slurry
Liquid transport system, strong and weak electricity Transmission system carry out the diaphram wall after grooving in brush wall, clear base, change slurry and ultrasound examination
Institutional operation.
The components mechanism is by component skeleton, detachable brush wall device, scalable hydraulic support, filtering pulp absorbing hole, mud
The circulatory system, scale extending apparatus, supersonic detector, hydraulic control circuit, strong and weak electricity system pipeline, slurries transfer pipeline group
Into component skeleton both sides connect detachable brush wall device by scalable hydraulic support, and component skeleton lower end is stretched by scale
Device connects supersonic detector and filtering pulp absorbing hole.
The scalable hydraulic support connects hydraulic control system by hydraulic control circuit, for passing through detachable brush wall
Device carries out cell wall to clean operation with water.
It is described filtering pulp absorbing hole connect respectively by mud circulating system with strong and weak electricity system pipeline slurry delivery system with
Strong and weak electricity Transmission system filters pulp absorbing hole slot bottom sediment is inhaled clearly for passing through.
The scale extending apparatus, supersonic detector connect strong and weak electricity Transmission system by strong and weak electricity system pipeline, use
In by supersonic detector, wall chase section carries out controllable ultrasound examination over the ground.
The beneficial effects of the invention are as follows：The present invention has maneuverability compared with existing process equipment, and adaptive faculty is strong, effect
The characteristics of rate is high after being applicable in construction of diaphragm wall grooving, transfers the technique between steel reinforcement cage.Using the present invention, can accomplish to brush
Wall, clear base change slurry, ultrasound examination integrated construction.Engineering practice proves that the present invention it is easy to operate, can Reusability, one
It is machine multipotency, economical and practical.
Description of the drawings
Fig. 1 is the multi-functional construction of diaphragm wall apparatus structure front view of the present invention；
Fig. 2 is the left view of Fig. 1；
Fig. 3 is components mechanism schematic diagram；
Fig. 4 is the top view of Fig. 3.
Specific embodiment
The use case of the present invention is explained below in conjunction with the accompanying drawings：Present case carries out in fact lower premised on the present invention
It applies, gives detailed embodiment and specific operating process, but protection scope of the present invention is not limited to following cases.
As shown in Figures 1 to 4, multi-functional construction of diaphragm wall device of the invention, including pedestal and stent 1, lifting
Control system 3, hydraulic control system 5, strong and weak electricity Transmission system 6, slurry delivery system 7, components mechanism 9 etc..
Pedestal and stent 1 are fixed on by ground straightening and fixing device 8 on ground wall chase section, by ground straightening and fixation
Device carries out mobile, fixed, straightening；Lift control system 3, through 4 connection component mechanism 9 of pulley assembly, is used for by steel wire rope 2
Control assembly mechanism 9 carries out lift work；Components mechanism 9 connects hydraulic control system 5, slurry delivery system 7, strong and weak electrical transmission
System 6 carries out the diaphram wall after grooving brush wall, clear base, the institutional operation for changing slurry and ultrasound examination.
Components mechanism 9 is by component skeleton 9-1, detachable brush wall device 9-2, scalable hydraulic support 9-3, filtering pulp absorbing hole
9-4, mud circulating system 9-5, scale extending apparatus 9-6, supersonic detector 9-7, hydraulic control circuit 9-8, strong and weak electricity system
Road 9-9 under the overall leadership, slurries transfer pipeline 9-10 composition, component skeleton 9-1 both sides by scalable hydraulic support 9-3 connections detachably
Brush wall device 9-2, component skeleton 9-1 lower ends pass through scale extending apparatus 9-6 connection supersonic detector 9-7 and filtering pulp absorbing hole
9-4。
The specific embodiment of the invention：
Mode 1：Pedestal and stent 1 carry out mobile, fixed, straightening by ground straightening and fixing device 8, using steel wire rope 2, rise
Control system 3 drops, 4 control assembly mechanism 9 of pulley assembly carries out lift work；By hydraulic control system 5 to scalable hydraulic pressure
Stent 9-3, detachable brush wall device 9-2 carry out control progress cell wall and clean operation with water.
Mode 2：Pedestal and stent 1 carry out mobile, fixed, straightening by ground straightening and fixing device 8, utilize steel wire rope
2nd, lift control system 3,4 control assembly mechanism 9 of pulley combination carry out lift work；It is cycled using slurry delivery system 7, mud
System 9-5, strong and weak electricity Transmission system 6 carry out slot bottom sediment and inhale clearly.
Mode 3：Pedestal and stent 1 carry out mobile, fixed, straightening by ground straightening and fixing device 8, utilize steel wire rope
2nd, lift control system 3,4 control assembly mechanism 9 of pulley assembly carry out lift work；It is stretched using strong and weak electricity Transmission system 6, scale
Wall chase section carries out controllable ultrasound examination over the ground by extending apparatus 9-6, supersonic detector 9-7.
Mode 4：Above-mentioned three kinds of embodiments synchronize, mix and match operation.
The process that operates with of the present invention is implemented in full as follows：
1）Pedestal and stent 1 are moved to required position using loop wheel machine, pass through ground straightening and fixing device；See Fig. 1
2）Control assembly mechanism 9 is connected using steel wire rope 2, lift control system 3, pulley assembly 4；It needs to connect hydraulic pressure by using
Control system 5, slurry delivery system 7, strong and weak electricity Transmission system 6；See Fig. 2
3）It connects control assembly mechanism 9 using steel wire rope 2, lift control system 3, pulley assembly 4 and is transferred, pass through hydraulic pressure control
System 5 processed carries out scalable hydraulic support 9-3, detachable brush wall device 9-2 control progress cell wall and cleans operation with water.
4）After decentralization to slot bottom, carried out using slurry delivery system 7, mud circulating system 9-5, strong and weak electricity Transmission system 6
Slot bottom sediment is inhaled clearly；
5）Mud circulating system 9-5 positions are moved to scalable hydraulic support 9-3 by hydraulic control system 5 and carry out different position
Slot bottom sediment is inhaled clearly；
6）Using steel wire rope 2, lift control system 3, pulley assembly 4 connect control assembly mechanism 9 be promoted to needed for slot section
Depth carries out taking out slurry operation, pedestal and stent using slurry delivery system 7, mud circulating system 9-5, strong and weak electricity Transmission system 6
1st, slurry delivery system 7 supplements fresh slurry on ground.
7）It connects control assembly mechanism 9 using steel wire rope 2, lift control system 3, pulley assembly 4 and is lifted, using strong
Wall chase section carries out controllable ultrasound examination over the ground by light current Transmission system 6, scale extending apparatus 9-6, supersonic detector 9-7.
Claims (5)
1. a kind of multi-functional construction of diaphragm wall device, including pedestal and stent（1）, lift control system（3）, hydraulic control
System（5）, strong and weak electricity Transmission system（6）, slurry delivery system（7）, components mechanism（9）, it is characterised in that：The pedestal and branch
Frame（1）Pass through ground straightening and fixing device（8）It is fixed on ground wall chase section, is moved by ground straightening and fixing device
Dynamic, fixed, straightening；Lift control system（3）Pass through steel wire rope（2）Through pulley assembly（4）Connection component mechanism（9）, for controlling
Components mechanism processed（9）Carry out lift work；Components mechanism（9）Connect hydraulic control system（5）, slurry delivery system（7）, it is strong and weak
Electrical transmission system（6）, brush wall, clear base, the institutional operation for changing slurry and ultrasound examination are carried out to the diaphram wall after grooving.
2. multi-functional construction of diaphragm wall device according to claim 1, it is characterised in that：The components mechanism（9）
By component skeleton（9-1）, detachable brush wall device（9-2）, scalable hydraulic support（9-3）, filtering pulp absorbing hole（9-4）, mud
The circulatory system（9-5）, scale extending apparatus（9-6）, supersonic detector（9-7）, hydraulic control circuit（9-8）, strong and weak electricity system
Road under the overall leadership（9-9）, slurries transfer pipeline（9-10）Composition, component skeleton（9-1）Both sides pass through scalable hydraulic support（9-3）Even
Connect detachable brush wall device（9-2）, component skeleton（9-1）Lower end passes through scale extending apparatus（9-6）Connect supersonic detector
（9-7）And filtering pulp absorbing hole（9-4）.
3. multi-functional construction of diaphragm wall device according to claim 2, it is characterised in that：The scalable hydraulic pressure branch
Frame（9-3）Pass through hydraulic control circuit（9-8）Connect hydraulic control system（5）, for passing through detachable brush wall device（9-2）It is right
Cell wall carries out cleaning operation with water.
4. multi-functional construction of diaphragm wall device according to claim 2, it is characterised in that：The filtering pulp absorbing hole
（9-4）Pass through mud circulating system respectively（9-5）With strong and weak electricity system pipeline（9-9）Connect slurry delivery system（7）And power
Electrical transmission system（6）, for passing through filtering pulp absorbing hole（9-4）Slot bottom sediment is inhaled clearly.
5. multi-functional construction of diaphragm wall device according to claim 2, it is characterised in that：The scale extending apparatus
（9-6）, supersonic detector（9-7）Pass through strong and weak electricity system pipeline（9-9）Connect strong and weak electricity Transmission system（6）, for passing through
Supersonic detector（9-7）Wall chase section carries out controllable ultrasound examination over the ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711479939.0A CN108118687A (en) | 2017-12-29 | 2017-12-29 | Multi-functional construction of diaphragm wall device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711479939.0A CN108118687A (en) | 2017-12-29 | 2017-12-29 | Multi-functional construction of diaphragm wall device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108118687A true CN108118687A (en) | 2018-06-05 |
Family
ID=62232408
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711479939.0A Pending CN108118687A (en) | 2017-12-29 | 2017-12-29 | Multi-functional construction of diaphragm wall device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108118687A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339032A (en) * | 2018-10-19 | 2019-02-15 | 岩土科技股份有限公司 | The method for carrying out construction of diaphragm wall using twisting sucker head |
| CN114808981A (en) * | 2022-05-07 | 2022-07-29 | 上海市基础工程集团有限公司 | Rotary floor wall brush for underground continuous wall |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0960465A (en) * | 1995-08-21 | 1997-03-04 | Nippon Ikosu Kk | Continuous underground wall forming excavator, cut face cleaning jig, continuous underground wall forming method with them |
| JPH10266207A (en) * | 1997-03-27 | 1998-10-06 | Kumagai Gumi Co Ltd | Slime cleaning device |
| CN201447707U (en) * | 2009-05-25 | 2010-05-05 | 毛杰 | Automatic reciprocating drill pile driver |
| CN201660910U (en) * | 2009-11-02 | 2010-12-01 | 中冶天工建设有限公司 | Electric cleaning device of diaphragm wall joint |
| CN204000830U (en) * | 2014-06-27 | 2014-12-10 | 中铁建港航局集团勘察设计院有限公司 | Merogenesis take-over type sand drain machine |
| CN204959753U (en) * | 2015-09-11 | 2016-01-13 | 中建八局第二建设有限公司 | High -efficient piling equipment |
| CN106836191A (en) * | 2017-01-20 | 2017-06-13 | 中国建筑第四工程局有限公司 | The construction method of subway building enclosure ground-connecting-wall under a kind of low clearance |
-
2017
- 2017-12-29 CN CN201711479939.0A patent/CN108118687A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0960465A (en) * | 1995-08-21 | 1997-03-04 | Nippon Ikosu Kk | Continuous underground wall forming excavator, cut face cleaning jig, continuous underground wall forming method with them |
| JPH10266207A (en) * | 1997-03-27 | 1998-10-06 | Kumagai Gumi Co Ltd | Slime cleaning device |
| CN201447707U (en) * | 2009-05-25 | 2010-05-05 | 毛杰 | Automatic reciprocating drill pile driver |
| CN201660910U (en) * | 2009-11-02 | 2010-12-01 | 中冶天工建设有限公司 | Electric cleaning device of diaphragm wall joint |
| CN204000830U (en) * | 2014-06-27 | 2014-12-10 | 中铁建港航局集团勘察设计院有限公司 | Merogenesis take-over type sand drain machine |
| CN204959753U (en) * | 2015-09-11 | 2016-01-13 | 中建八局第二建设有限公司 | High -efficient piling equipment |
| CN106836191A (en) * | 2017-01-20 | 2017-06-13 | 中国建筑第四工程局有限公司 | The construction method of subway building enclosure ground-connecting-wall under a kind of low clearance |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339032A (en) * | 2018-10-19 | 2019-02-15 | 岩土科技股份有限公司 | The method for carrying out construction of diaphragm wall using twisting sucker head |
| CN114808981A (en) * | 2022-05-07 | 2022-07-29 | 上海市基础工程集团有限公司 | Rotary floor wall brush for underground continuous wall |
| CN114808981B (en) * | 2022-05-07 | 2023-10-27 | 上海市基础工程集团有限公司 | Rotary floor wall brush for underground diaphragm wall |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180605 |