CN106149491A - Abutment wall cutting shoe device for jacking construction - Google Patents
Abutment wall cutting shoe device for jacking construction Download PDFInfo
- Publication number
- CN106149491A CN106149491A CN201610766908.2A CN201610766908A CN106149491A CN 106149491 A CN106149491 A CN 106149491A CN 201610766908 A CN201610766908 A CN 201610766908A CN 106149491 A CN106149491 A CN 106149491A
- Authority
- CN
- China
- Prior art keywords
- abutment wall
- jacking
- side plate
- cutting shoe
- plate
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
Abstract
The invention discloses a kind of abutment wall cutting shoe device for jacking construction, it is arranged on the jacking end of abutment wall, it includes the end plate with the laminating of abutment wall jacking end face, it is arranged on the top board of end plate top connection fixed thereto, it is arranged on the base plate of end plate bottom connection fixed thereto, and be symmetricly set between top board with base plate and fix the first side plate being connected and the second side plate with end plate both sides, the length that the length that described top board extends towards jacking direction extends towards jacking direction more than base plate, described end plate, top board, base plate, first side plate, and second side plate enclose the special-shaped wedge shape framework of hollow form forming front opening.The abutment wall cutting shoe device of the present invention is cut in subgrade soil with may be used for undisturbed, and transports and empty the soil body, makes not produce extruding and perturbation action to the soil body during abutment wall jacking, keeps the original position original state of subgrade soil, reduce further construction risk.
Description
Technical field
The present invention relates to cutting shoe device, in particular to a kind of abutment wall cutting shoe device for jacking construction.
Background technology
At present in both wired work progress, to abutment wall for directly carrying out jacking operation, the thrust force not only needing is big,
Cause jacking operation difficulty, and extruding and perturbation action can be produced to the soil body, it is impossible to keep the original position original state of subgrade soil, deposit
At construction risk.In the case of particularly big in temporary project amount of constructing, complex procedures, bigger difficulty of construction can be brought and execute
Work risk.
Content of the invention
Present invention aim to provide a kind of use that can empty the soil body with undisturbed incision subgrade soil and can transporting
Abutment wall cutting shoe device in jacking construction.
For achieving the above object, a kind of abutment wall cutting shoe device for jacking construction designed by the present invention, this abutment wall sword
Foot device is arranged on the jacking end of abutment wall, and described abutment wall cutting shoe device includes the end plate with the laminating of abutment wall jacking end face, is arranged on
It the top board of end plate top connection fixed thereto, is arranged on the base plate of end plate bottom connection fixed thereto and is symmetricly set on top
Fixing the first side plate being connected and the second side plate between plate with base plate and with end plate both sides, described top board extends towards jacking direction
The length that length extends towards jacking direction more than base plate；
Described end plate, top board, base plate, the first side plate and the second side plate enclose the hollow form abnormal shape forming front opening
Wedge shape framework, is provided with vertical baffle in described special-shaped wedge shape framework, and abnormal shape wedge shape framework is divided into unearthed by described vertical baffle
District and Qie Tu district, the top board in described unearthed district has soil outlet, and the top in described Qie Tu district is provided with operation Control Room, described perpendicular
Be provided with to the bottom of dividing plate pass through for soil and connect be unearthed district and Qie Tu district enter Tu Kou.
Further, described first side plate, the knot of the jacking end near side and the abutment wall of abutment wall jacking end for second side plate
Structure mating shapes, described first side plate, the second side plate are cutting shoe hypotenuse away from the side of abutment wall jacking end, described first side
Plate, long top margin fix vertical with the dual-side of top board respectively of the second side plate are connected, described first side plate, the short end of the second side plate
Limit fix vertical with the dual-side of base plate respectively is connected, and the cutting shoe hypotenuse of described first side plate and the second side plate is towards jacking side
To.
Further, it is provided with the cycle lifting device for muck haulage in described unearthed district.
Further, described cycle lifting device is provided with several muck haulage frames on conveyer chain for the hanging.
Further, the bottom of described operation Control Room is provided with the screw rod that loosens the soil downwardly extending, and described loosens the soil under screw rod
End is provided with leading screw.
Further, it is provided with the driving motor for driving the screw rod that loosens the soil to rotate in described operation Control Room.
Further, the described screw rod that loosens the soil is arranged with screw rod stabilizing ring, the fixing end of described screw rod stabilizing ring with vertical
Dividing plate is fixing to be connected.
Further, the periphery of described operation Control Room is provided with protective grille.
Yet further, the top in described Qie Tu district is additionally provided with for assisting the manipulator loosening the soil.
Further, the jacking end of described abutment wall is connected by U-bolt assembly is fixing with end plate.
Compared with prior art, present invention have the advantage that
One, the abutment wall cutting shoe device of the present invention, cut in subgrade soil with may be used for undisturbed, and transport and empty soil
Body, makes not produce extruding and perturbation action to the soil body during abutment wall jacking, keeps the original position original state of subgrade soil, reduce further
Construction risk, it is adaptable to the jacking construction of any abutment wall.
Its two, be provided with cycle lifting device in the unearthed district of abutment wall cutting shoe device of the present invention, can be emptied by muck haulage frame
The soil body transports so that abutment wall, during jacking moves ahead, is constantly unearthed, constantly advances, reduce the risk of construction.
Its three, be provided with operation Control Room in the abutment wall cutting shoe device of the present invention, operating personnel can be according to the feelings in Qie Tu district
The process of condition intelligence commander's jacking, such that it is able to guarantee the safety of operating personnel.
Its four, the abutment wall cutting shoe device of the present invention is provided with the screw rod that loosens the soil, and by loosening the soil, the soil bottom Qie Tu district is entered by screw rod
Row loosens the soil operation, thus keeps being unearthed smoothly, it is to avoid blocking soil outlet.
Brief description
Fig. 1 is the structural representation of a kind of abutment wall cutting shoe device for jacking construction；
Fig. 2 is the sectional structure schematic diagram in Fig. 1 along A-A direction；
Fig. 3 is the sectional structure schematic diagram in Fig. 1 along B-B direction；
Fig. 4 is the sectional structure schematic diagram in Fig. 1 along C-C direction；
Fig. 5 is the sectional structure schematic diagram in Fig. 1 along D-D direction；
Wherein: 1-abutment wall, 2-end plate, 3-top board, 4-base plate, 5-the first side plate, 6-the second side plate, 7-vertical baffle, 8-
Be unearthed district, 9-Qie Tu district, 10-soil outlet, 11-operation Control Room, 12-enter Tu Kou, 13-cycle lifting device, 14-muck haulage frame,
15-loosen the soil screw rod, 16-leading screw, 17-drive motor, 18-screw rod stabilizing ring, 19-protective grille, 20-manipulator, 21-U type spiral shell
Bolt assembly.
Detailed description of the invention
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
As shown in figures 1-4, the abutment wall cutting shoe device for jacking construction of the present embodiment, this abutment wall cutting shoe device is arranged
At the jacking end of abutment wall 1, it includes that the 2nd, the end plate with the laminating of abutment wall 1 jacking end face is arranged on that end plate 2 top is fixed thereto to be connected
Top board the 3rd, be arranged on the base plate 4 of end plate 2 bottom connection fixed thereto and be symmetricly set between top board 3 and base plate 4 and with
The first side plate 5 and second side plate 6 of connection is fixed on end plate 2 both sides, and the length that top board 3 extends towards jacking direction is more than base plate 4 court
The length that jacking direction extends；End plate the 2nd, top board the 3rd, base plate the 4th, the first side plate 5 and the second side plate 6 enclose formation front opening
The special-shaped wedge shape framework of hollow form, be provided with vertical baffle 7 in special-shaped wedge shape framework, vertical baffle 7 is by the separation of abnormal shape wedge shape framework
For district 9 of unearthed district 8 and Qie Tu, the top board 3 in district 8 that is unearthed having soil outlet 10, the top in Qie Tu district 9 is provided with operation Control Room
11, the bottom of vertical baffle 7 be provided with pass through for soil and connect be unearthed district 8 and Qie Tu district 9 enter soil mouth 12.First side plate the 5th, second
Side plate 6 matches with the planform of the jacking end of abutment wall 1 near the side of abutment wall 1 jacking end, the first side plate the 5th, the second side plate 6
Side away from abutment wall 1 jacking end is cutting shoe hypotenuse, the long top margin both sides with top board 3 respectively of the first side plate the 5th, the second side plate 6
Limit is vertically fixed and is connected, and the short base of the first side plate the 5th, the second side plate 6 fix vertical with the dual-side of base plate 4 respectively is connected, the
The cutting shoe hypotenuse of side plate 5 and the second side plate 6 is towards jacking direction.
It in technique scheme, in district 8 of being unearthed, is provided with the cycle lifting device 13 for muck haulage.On cycle lifting device 13
It is provided with several muck haulage frames 14 on conveyer chain for the hanging.During jacking abutment wall 1, undisturbed ground incision subgrade soil
In, and empty the soil body from unearthed hole 7 and transport so that extruding and perturbation action are not produced to the soil body during abutment wall 1 jacking, keep roadbed
The original position original state of soil, reduce further construction risk.The bottom of operation Control Room 11 is provided with the screw rod 15 that loosens the soil downwardly extending,
The loosen the soil lower end of screw rod 15 is provided with leading screw 16.It is provided with the driving motor for driving the screw rod 15 that loosens the soil to rotate in operation Control Room 11
17.Loosening the soil and being arranged with screw rod stabilizing ring 18 on screw rod 15, the fixing end of screw rod stabilizing ring 18 is fixing with vertical baffle 7 to be connected.Behaviour
The periphery making Control Room 11 is provided with protective grille 19.The top in Qie Tu district 9 is additionally provided with for assisting the manipulator 20 loosening the soil, abutment wall
The jacking end of 1 is connected by U-bolt assembly 21 is fixing with end plate 2.Abutment wall 1, during jacking moves ahead, is constantly unearthed, no
More disconnected advance, in order to ensure the existing subgrade soil of not disturbance, can push up, can not dig more.When ground carrier strip part is preferable, can be
Abutment wall 1 now is as permanent structure, as long as then cutting out the soil body construction road below abutment wall 1 or circuit；If also had
Other permanent structures then continue construction further part engineering under the protection of abutment wall 1, and the cutting shoe device of the present invention is applicable to arbitrarily
The jacking construction of abutment wall.
The above, the only detailed description of the invention of the present invention, it is noted that any those of ordinary skill in the art exist
In disclosed technical scope, the change that can readily occur in or replacement, all should cover protection scope of the present invention it
In.
Claims (10)
1. the abutment wall cutting shoe device for jacking construction, this abutment wall cutting shoe device is arranged on the jacking end of abutment wall (1), and it is special
Levy and be: described abutment wall cutting shoe device include with abutment wall (1) jacking end face laminating end plate (2), be arranged on end plate (2) top with
Fixing connect top board (3), be arranged on the base plate (4) of end plate (2) bottom connection fixed thereto and be symmetricly set on top board
(3) with fix the first side plate (5) being connected and the second side plate (6), described top board (3) between base plate (4) and with end plate (2) both sides
The length that the length extending towards jacking direction extends towards jacking direction more than base plate (4)；
Described end plate (2), top board (3), base plate (4), the first side plate (5) and the second side plate (6) enclose and form front opening
The special-shaped wedge shape framework of hollow form, is provided with vertical baffle (7) in described special-shaped wedge shape framework, and described vertical baffle (7) is by abnormal shape wedge
Shape framework is divided into unearthed district (8) and Qie Tu district (9), and the top board (3) of described unearthed district (8) has soil outlet (10), described
The top in Qie Tu district (9) is provided with operation Control Room (11), and the bottom of described vertical baffle (7) is provided with that pass through for soil and connects out
Tu Kou (12) is entered in Tu Qu (8) and Qie Tu district (9).
2. the abutment wall cutting shoe device for jacking construction according to claim 1, it is characterised in that: described first side plate
(5), the planform of the jacking end with abutment wall (1) for the side of close abutment wall (1) the jacking end of the second side plate (6) matches, described
First side plate (5), the second side plate (6) are cutting shoe hypotenuse away from the side of abutment wall (1) jacking end, described first side plate (5), second
The long top margin of side plate (6) fix vertical with the dual-side of top board (3) respectively is connected, described first side plate (5), the second side plate (6)
Short base vertical with the dual-side of base plate (4) respectively fixing be connected, the cutting shoe of described first side plate (5) and the second side plate (6)
Hypotenuse is towards jacking direction.
3. the abutment wall cutting shoe device for jacking construction according to claim 1, it is characterised in that: described unearthed district (8)
It is inside provided with the cycle lifting device (13) for muck haulage.
4. the abutment wall cutting shoe device for jacking construction according to claim 3, it is characterised in that: described Circularly liftable fills
Put (13) and be provided with several muck haulage frames (14) on conveyer chain for the hanging.
5. the abutment wall cutting shoe device for jacking construction according to claim 1, it is characterised in that: described operation Control Room
(11) bottom is provided with the screw rod that loosens the soil (15) downwardly extending, and the lower end of the described screw rod that loosens the soil (15) is provided with leading screw (16).
6. the abutment wall cutting shoe device for jacking construction according to claim 5, it is characterised in that: described operation Control Room
(11) it is provided with the driving motor (17) for driving the screw rod (15) that loosens the soil to rotate in.
7. the abutment wall cutting shoe device for jacking construction according to claim 6, it is characterised in that: the described screw rod that loosens the soil
(15) being arranged with screw rod stabilizing ring (18) on, the fixing end of described screw rod stabilizing ring (18) is fixing with vertical baffle (7) to be connected.
8. the abutment wall cutting shoe device for jacking construction according to claim 1, it is characterised in that: described operation Control Room
(11) periphery is provided with protective grille (19).
9. the abutment wall cutting shoe device for jacking construction according to claim 1, it is characterised in that: described Qie Tu district (9)
Top be additionally provided with for assisting the manipulator (20) that loosens the soil.
10. the abutment wall cutting shoe device for jacking construction according to claim 1, it is characterised in that: described abutment wall (1)
Jacking end is connected by U-bolt assembly (21) is fixing with end plate (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610766908.2A CN106149491B (en) | 2016-08-30 | 2016-08-30 | For the abutment wall cutting shoe device of jacking construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610766908.2A CN106149491B (en) | 2016-08-30 | 2016-08-30 | For the abutment wall cutting shoe device of jacking construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106149491A true CN106149491A (en) | 2016-11-23 |
| CN106149491B CN106149491B (en) | 2018-07-06 |
Family
ID=57343886
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610766908.2A Active CN106149491B (en) | 2016-08-30 | 2016-08-30 | For the abutment wall cutting shoe device of jacking construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106149491B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106593460A (en) * | 2017-01-18 | 2017-04-26 | 王燏斌 | Roof excavation driving device for underground building and construction method thereof |
| CN107503759A (en) * | 2017-01-18 | 2017-12-22 | 王燏斌 | A kind of mole and its construction method for push bench process |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2551800B2 (en) * | 1987-12-25 | 1996-11-06 | 千代田化工建設株式会社 | Pile loading test method and device |
| US20060213279A1 (en) * | 2005-03-25 | 2006-09-28 | Yong-Kyu Choi | Apparatus and method for measuring supporting force of large diameter ferroconcrete piles |
| CN102155025A (en) * | 2011-03-23 | 2011-08-17 | 东南大学 | Late poured band type assembled pipe jacking working open caisson |
| CN103866694A (en) * | 2014-03-18 | 2014-06-18 | 中铁二十二局集团第一工程有限公司 | Deep water silt layer geological large-span multi-line reinforcing system and jacking culvert construction method |
| CN206070272U (en) * | 2016-08-30 | 2017-04-05 | 中铁第四勘察设计院集团有限公司 | For the abutment wall cutting shoe device of jacking construction |
-
2016
- 2016-08-30 CN CN201610766908.2A patent/CN106149491B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2551800B2 (en) * | 1987-12-25 | 1996-11-06 | 千代田化工建設株式会社 | Pile loading test method and device |
| US20060213279A1 (en) * | 2005-03-25 | 2006-09-28 | Yong-Kyu Choi | Apparatus and method for measuring supporting force of large diameter ferroconcrete piles |
| CN102155025A (en) * | 2011-03-23 | 2011-08-17 | 东南大学 | Late poured band type assembled pipe jacking working open caisson |
| CN103866694A (en) * | 2014-03-18 | 2014-06-18 | 中铁二十二局集团第一工程有限公司 | Deep water silt layer geological large-span multi-line reinforcing system and jacking culvert construction method |
| CN206070272U (en) * | 2016-08-30 | 2017-04-05 | 中铁第四勘察设计院集团有限公司 | For the abutment wall cutting shoe device of jacking construction |
Non-Patent Citations (1)
| Title |
|---|
| 陈正驰: "浅析下穿铁路桥涵的设计施工方案", 《交通科技》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106593460A (en) * | 2017-01-18 | 2017-04-26 | 王燏斌 | Roof excavation driving device for underground building and construction method thereof |
| CN107503759A (en) * | 2017-01-18 | 2017-12-22 | 王燏斌 | A kind of mole and its construction method for push bench process |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106149491B (en) | 2018-07-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2016112771A1 (en) | Complete non-coal-pillar continuous depressurized mining method for short-distance coal seam group | |
| WO2006023657A3 (en) | Methods for constructing underground borehole configurations and related solution mining methods | |
| CN106149491A (en) | Abutment wall cutting shoe device for jacking construction | |
| CN205400737U (en) | Demolish main drive arrangement in hole of shield structure machine | |
| CN105863049A (en) | Prefabricated assembled integral framework column bottom grouting structure | |
| CN107178366A (en) | A kind of stoping method of post ore body | |
| CN206070272U (en) | For the abutment wall cutting shoe device of jacking construction | |
| CN109798116B (en) | Method for realizing complete coal pillar-free mining area or belt area of double-wing arrangement working face | |
| CN102425431B (en) | Ultra-close coal layer mining roadway distributing method | |
| CN204140086U (en) | High-speed railway separate type tunnel bridge serial connection portal | |
| CN105133574B (en) | Extruding type diaphram wall terminal closes wall-forming device and using method | |
| CN108691553A (en) | A kind of Freezing Method for Cross-passage Construction class rectangle push-bench | |
| CN204608810U (en) | For the shaft structure of slagging tap in Excavation of High And Steep Slopes engineering | |
| CN103982184B (en) | Underground mine oper cylinler caved stopes falls the directed landing control method of ore | |
| CN104675407B (en) | Treatment method of single-line mining method subway tunnel inclined shaft top-hole displacement | |
| CN206000570U (en) | The arrangement that a kind of traffic tunnel is combined with adhesive tape conveyor | |
| CN204327189U (en) | Precipitation system in hypotonicity thin silt tunnel | |
| CN210768879U (en) | Coal seam gas strip distribution rule abnormal area back-mined gas treatment system | |
| CN111022054B (en) | Adjacent equidirectional asynchronous mining open pit mine and mining method thereof | |
| CN103993883A (en) | Sharp inclined coal seam flexible shield support mining method | |
| CN104179524B (en) | Gas prevention spray orifice gas slag separation device | |
| CN114396281A (en) | Underground mine combined mining method | |
| CN106245533B (en) | A kind of both wired jacking protection construction method | |
| CN209538196U (en) | The structure of engineering slope and underground chamber excavation and support simultaneously in a kind of Toppling Deformation rock mass | |
| CN106246185A (en) | A kind of method of real-time increasing bottom-column-free sectional caving stoping method drawhole width |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |