CN201649066U - Excavating device for construction of ditch type cutting and deep mixing soil-cement underground continuous wall - Google Patents
Excavating device for construction of ditch type cutting and deep mixing soil-cement underground continuous wall Download PDFInfo
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- CN201649066U CN201649066U CN2010201777768U CN201020177776U CN201649066U CN 201649066 U CN201649066 U CN 201649066U CN 2010201777768 U CN2010201777768 U CN 2010201777768U CN 201020177776 U CN201020177776 U CN 201020177776U CN 201649066 U CN201649066 U CN 201649066U
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- cutter head
- cutter
- cutting tool
- diaphragm wall
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Abstract
The utility model relates to excavating equipment for an underground continuous wall and discloses an excavating device for construction of a ditch type cutting and deep mixing soil-cement underground continuous wall. The excavating device comprises a host machine, a portal frame installed on the host machine, a back bracing column connected between the host machine and the portal frame, a guide plate arranged on the portal frame and a rack connected with the guide plate, wherein a cutting tool upright column is arranged in the rack, a cutting tool chain is installed on the cutting tool upright column and comprises at least six cutting tool chain links, every two adjacent cutting tool chain links are movably connected respectively, a tool bit base is respectively arranged on the cutting tool chain links, and a detachable tool bit is installed on the tool bit base. The utility model effectively reduces the maintenance cost and the labor intensity, improves the operating efficiency of the device, has high practicability and improves the economic benefits.
Description
Technical field
The utility model relates to diaphragm wall digging equipment, has related in particular to a kind of canal formula cutting deep layer and has stirred underground water earth construction of diaphragm wall excavator.
Background technology
The general spiral drilling machine of one or more axostylus axostyles that uses of at present traditional construction cement-earth underground continuous wall is after mine working also stirs with liquid curing-agent the soil that digs out at the scene and mixes, build center guide pillar, yet, in this traditional peristyle work progress, if the degree of depth of diaphragm wall has increased, there is obstruction then to take place easily to bore partially slightly, not having fully, the position of overlap joint will leak, make the insertion of girder steel become difficult, when the degree of depth of diaphragm wall increased, capsizing case took place in auger easily when mobile.
Also has a kind of excavating equipment, the rotatable endless-chain that has pick is installed on center guide pillar, because the difference of stratum soil property, make diaphragm wall be easier to damage with the cutter chain ratio on the digging equipment, make the cutter chain need whole piece or whole chain link to change, it is more loaded down with trivial details to operate, and maintenance cost is than higher.
Summary of the invention
The utility model is easier to damage with the cutter chain ratio on the digging equipment at diaphragm wall traditional in the prior art, the stage property chain that damages needs whole piece or whole chain link to change, it is more loaded down with trivial details to operate, maintenance cost is than higher shortcoming, a kind of employing chain saw type circulation is provided, the dismounting that can distribute of cutter chain, the cutter chain damages the back and only needs the cutter head dismounting and change on the damaged location is got final product, simple to operation, the canal formula cutting deep layer that maintenance cost is cheap stirs underground water earth construction of diaphragm wall excavator.
In order to solve the problems of the technologies described above, the utility model is solved by following technical proposals:
Canal formula cutting deep layer stirs underground water earth construction of diaphragm wall excavator, comprise main frame, be installed in door type framework on the main frame, be connected the back support column between main frame and door type framework, the frame that is arranged on the guide plate on the type framework and links to each other with guide plate, be provided with tool post in the frame, the cutter chain is installed on the tool post, the cutter chain comprises at least six cutter chain links, flexibly connect between two adjacent cutter chain links, the cutter chain link is provided with the cutter head base, and detachable cutter head is installed on the cutter head base.
As preferably, described main frame is provided with pressure-oil tank and computer control system.
As preferably, described detachable cutter head and cutter head base are orthogonal.
As preferably, described detachable cutter head and plane, cutter head base place are the inclination angle of 30-60 degree.The user can adjust the inclination angle on detachable cutter head and plane, cutter head base place according to actual needs, improves whole digging speed, and is simple to operation, simplified labour intensity, improved operating efficiency.
As preferably, flexibly connect by rivet between described two adjacent cutter chain links.
The utility model is owing to adopted above technical scheme, has significant technique effect: be easier to damage with the cutter chain ratio on the digging equipment with traditional diaphragm wall, the stage property chain that damages needs whole piece or whole chain link to change, it is more loaded down with trivial details to operate, maintenance cost is compared than higher shortcoming, the technical program is behind the cutter chain wear of digging equipment, cutter head on the stage property chain can easily be dismantled, change, effectively reduced maintenance cost, reduced attendant's labour intensity, improve the operating efficiency of equipment, had very high practicality, improved economic benefit.
Description of drawings
Fig. 1 is the structural representation of embodiment 1.
Fig. 2 is that schematic diagram is looked on the right side of Fig. 1.
Fig. 3 is the local enlarged diagram of Fig. 2.
The toponym that each number designation referred in the above accompanying drawing is as follows: wherein 1-main frame, 2-door type framework, 3-back support column, 4-guide plate, 5-frame, 6-tool post, 7-cutter chain, 8-rivet, 9-cutter head base, the detachable cutter head of 10-, 11-pressure-oil tank, 71-cutter chain link.
The specific embodiment
Below in conjunction with accompanying drawing 1 to Fig. 3 and specific embodiment the utility model is described in further detail:
Canal formula cutting deep layer stirs underground water earth construction of diaphragm wall excavator, as shown in Figure 1 to Figure 3, comprise main frame 1, be installed in the door type framework 2 on the main frame 1, be connected the back support column 3 of 2 of main frame 1 and door type frameworks, the frame 5 that is arranged on the guide plate 4 on the type framework 2 and links to each other with guide plate 4, be provided with tool post 6 in the frame 5, cutter chain 7 is installed on the tool post 6, cutter chain 7 comprises six cutter chain links 71, flexibly connect by rivet 8 between two adjacent cutter chain links 71, cutter chain link 71 is provided with cutter head base 9, detachable cutter head 10 is installed on the cutter head base 9, detachable cutter head 10 is orthogonal with cutter head base 9, also is provided with pressure-oil tank 11 and computer control system on the main frame 1.
Canal formula cutting deep layer stirs underground water earth construction of diaphragm wall excavator, as shown in Figure 1 to Figure 3, comprise main frame 1, be installed in the door type framework 2 on the main frame 1, be connected the back support column 3 of 2 of main frame 1 and door type frameworks, the frame 5 that is arranged on the guide plate 4 on the type framework 2 and links to each other with guide plate 4, be provided with tool post 6 in the frame 5, cutter chain 7 is installed on the tool post 6, cutter chain 7 comprises 12 cutter chain links 71, flexibly connect by rivet 8 between two adjacent cutter chain links 71, cutter chain link 71 is provided with cutter head base 9, detachable cutter head 10 is installed on the cutter head base 9, detachable cutter head 10 is 30 inclination angles of spending with plane, cutter head base 9 place, also is provided with pressure-oil tank 11 and computer control system on the main frame 1.
Canal formula cutting deep layer stirs underground water earth construction of diaphragm wall excavator, as shown in Figure 1 to Figure 3, comprise main frame 1, be installed in the door type framework 2 on the main frame 1, be connected the back support column 3 of 2 of main frame 1 and door type frameworks, the frame 5 that is arranged on the guide plate 4 on the type framework 2 and links to each other with guide plate 4, be provided with tool post 6 in the frame 5, cutter chain 7 is installed on the tool post 6, cutter chain 7 comprises 18 cutter chain links 71, flexibly connect by rivet 8 between two adjacent cutter chain links 71, cutter chain link 71 is provided with cutter head base 9, detachable cutter head 10 is installed on the cutter head base 9, detachable cutter head 10 is 60 inclination angles of spending with plane, cutter head base 9 place, also is provided with pressure-oil tank 11 and computer control system on the main frame 1.The user can adjust the inclination angle on detachable cutter head 10 and plane, cutter head base 9 place according to actual needs, improves whole digging speed, and is simple to operation, simplified labour intensity, improved operating efficiency.
Be easier to damage with the cutter chain ratio on the digging equipment with traditional diaphragm wall, the stage property chain that damages needs whole piece or whole chain link to change, it is more loaded down with trivial details to operate, maintenance cost is compared than higher shortcoming, the technical program is behind the cutter chain wear of digging equipment, can easily be with the dismounting of the cutter head on the stage property chain, replacing, effectively reduced maintenance cost, reduced attendant's labour intensity, improved the operating efficiency of equipment, have very high practicality, improved economic benefit.
In a word, the above only is preferred embodiment of the present utility model, and all equalizations of being done according to the utility model claim change and modify, and all should belong to the covering scope of the utility model patent.
Claims (5)
1. canal formula cutting deep layer stirs underground water earth construction of diaphragm wall excavator, comprise main frame (1), be installed in the door type framework (2) on the main frame (1), be connected the back support column (3) between main frame (1) and door type framework (2), the frame (5) that is arranged on the guide plate (4) on the type framework (2) and links to each other with guide plate (4), it is characterized in that: be provided with tool post (6) in the described frame (5), cutter chain (7) is installed on the tool post (6), cutter chain (7) comprises at least six cutter chain links (71), flexibly connect between adjacent two cutter chain links (71), cutter chain link (71) is provided with cutter head base (9), and detachable cutter head (10) is installed on the cutter head base (9).
2. canal formula cutting deep layer according to claim 1 stirs underground water earth construction of diaphragm wall excavator, and it is characterized in that: described main frame (1) is provided with pressure-oil tank (11) and computer control system.
3. canal formula cutting deep layer according to claim 1 stirs underground water earth construction of diaphragm wall excavator, and it is characterized in that: described detachable cutter head (10) is orthogonal with cutter head base (9).
4. canal formula cutting deep layer according to claim 1 stirs underground water earth construction of diaphragm wall excavator, and it is characterized in that: described detachable cutter head (10) and cutter head base (9) plane, place are the inclination angle of 30-60 degree.
5. canal formula cutting deep layer according to claim 1 stirs underground water earth construction of diaphragm wall excavator, it is characterized in that: flexibly connect by rivet (8) between described adjacent two cutter chain links (71).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201777768U CN201649066U (en) | 2010-04-30 | 2010-04-30 | Excavating device for construction of ditch type cutting and deep mixing soil-cement underground continuous wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201777768U CN201649066U (en) | 2010-04-30 | 2010-04-30 | Excavating device for construction of ditch type cutting and deep mixing soil-cement underground continuous wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201649066U true CN201649066U (en) | 2010-11-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201777768U Expired - Fee Related CN201649066U (en) | 2010-04-30 | 2010-04-30 | Excavating device for construction of ditch type cutting and deep mixing soil-cement underground continuous wall |
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| CN (1) | CN201649066U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102155035A (en) * | 2011-05-26 | 2011-08-17 | 上海工程机械厂有限公司 | Continuous wall milling machine |
| CN102425200A (en) * | 2011-09-21 | 2012-04-25 | 辽宁抚挖重工机械股份有限公司 | Trenching machine and construction method for anti-seepage and water-stopping wall |
| CN103147477A (en) * | 2013-04-09 | 2013-06-12 | 上海工程机械厂有限公司 | Cutting box of slot milling machine |
| CN105274999A (en) * | 2015-09-01 | 2016-01-27 | 东通岩土科技（杭州）有限公司 | Construction method of trench type cutting cement soil continuous wall |
| CN109252558A (en) * | 2017-07-13 | 2019-01-22 | 上海广大基础工程有限公司 | A kind of saw chain formula slotter cutting mechanism |
| CN109537660A (en) * | 2019-01-04 | 2019-03-29 | 重庆长征重工有限责任公司 | Bar shaped deep trouth foundation excavation equipment |
-
2010
- 2010-04-30 CN CN2010201777768U patent/CN201649066U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102155035A (en) * | 2011-05-26 | 2011-08-17 | 上海工程机械厂有限公司 | Continuous wall milling machine |
| CN102155035B (en) * | 2011-05-26 | 2013-05-22 | 上海工程机械厂有限公司 | Continuous wall milling machine |
| CN102425200A (en) * | 2011-09-21 | 2012-04-25 | 辽宁抚挖重工机械股份有限公司 | Trenching machine and construction method for anti-seepage and water-stopping wall |
| CN103147477A (en) * | 2013-04-09 | 2013-06-12 | 上海工程机械厂有限公司 | Cutting box of slot milling machine |
| CN105274999A (en) * | 2015-09-01 | 2016-01-27 | 东通岩土科技（杭州）有限公司 | Construction method of trench type cutting cement soil continuous wall |
| CN109252558A (en) * | 2017-07-13 | 2019-01-22 | 上海广大基础工程有限公司 | A kind of saw chain formula slotter cutting mechanism |
| CN109537660A (en) * | 2019-01-04 | 2019-03-29 | 重庆长征重工有限责任公司 | Bar shaped deep trouth foundation excavation equipment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Hu Huan Inventor before: He Yifei |
|
| COR | Change of bibliographic data | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160215 Address after: 310000 Hangzhou City, Jianggan District City Star Road, No. 59, Hangzhou east building, floor, floor, 27 Patentee after: Dongtong Geotechnical Technology (Hangzhou) Co., Ltd. Address before: 310015 No. 38, Wenzhou Road, Hangzhou, Zhejiang Patentee before: Hangzhou Datong Construction Engineering Co., Ltd. |
|
| DD01 | Delivery of document by public notice |
Addressee: Wang Lihua Document name: Notification of Passing Examination on Formalities |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101124 Termination date: 20170430 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |