CN206844128U - A kind of slopes ruggedized construction - Google Patents
A kind of slopes ruggedized construction Download PDFInfo
- Publication number
- CN206844128U CN206844128U CN201720519025.1U CN201720519025U CN206844128U CN 206844128 U CN206844128 U CN 206844128U CN 201720519025 U CN201720519025 U CN 201720519025U CN 206844128 U CN206844128 U CN 206844128U
- Authority
- CN
- China
- Prior art keywords
- slopes
- breast boards
- retaining wall
- ruggedized construction
- old
- 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.)
- Expired - Fee Related
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Abstract
The utility model discloses a kind of slopes ruggedized construction, including old slopes, the outside of old slopes is provided with reinforcing body, and the bottom outside of reinforcing body is provided with retaining wall；Retaining wall includes the breast boards extended along side slope periphery, and the inner or outer side of breast boards is provided with the driven pile extended downwardly, and driven pile includes Fixed Division and buries native portion, and Fixed Division is connected with breast boards, is buried native portion and is located at below ground.There is the setting of retaining wall, so reinforcing body is without slope, or only need a segment distance of slope very little, greatly reduce quantities, it also prevent the landslide of reinforcing body, and maintainer can intuitively observe the state of appearance of retaining wall very much, landslide phenomenon is found in advance, also retaining wall just can be safeguarded in time.The utility model is used for the embankment engineering increased of side slope.
Description
Technical field
It the utility model is related to a kind of slopes ruggedized construction.
Background technology
Landfill, thermal power generation factory etc. have the project necessarily polluted, and government often delimit in remote area
Red line, these environment sanitation facilities are arranged far to the place in urban district.These local geological conditions are often more severe, and its surrounding
Substantially all it is mountain region, in order to obtain smooth construction land as much as possible on mountain region, generally requires to carry out mountain region side slope
Processing, eminence is excavated by certain ratio of slope slope, and lower is backfilled by certain ratio of slope.Wherein, what difficulty was larger is to backfilling side
The consolidation process on slope, according to traditional reinforcing mode, it is necessary to carry out slope by certain ratio of slope to embankment side slope, but due to having
The limitation of land red-line, it is impossible to which unconfined slope is carried out to slopes, it should which supporting and retaining system measure is set at red line.This patent is
A kind of slopes ruggedized construction being arranged near deep embankment side slope red line.
Utility model content
The technical problems to be solved in the utility model is：A kind of slope reinforcement structure is provided.
The solution that the utility model solves its technical problem is：
A kind of slopes ruggedized construction, including old slopes, the outside of old slopes are provided with reinforcing body, and the bottom outside of reinforcing body is set
There is retaining wall；Retaining wall includes the breast boards extended along side slope periphery, and the inner or outer side of breast boards enters provided with what is extended downwardly
Native stake, driven pile include Fixed Division and bury native portion, and Fixed Division is connected with breast boards, is buried native portion and is located at below ground.
As the further improvement of such scheme, in addition to grappling group, along the bearing of trend interval of breast boards in old slopes
Ground is provided with several grappling groups, and the grappling group includes multiple connecting strands and multiple spaced along old slopes gradient direction
The grouser of the old slopes of insertion of extension, the both ends of connecting strand connect with grouser and retaining wall tensioning respectively, each grappling group
Interior adjacent connecting strand is arranged at intervals.
As the further improvement of such scheme, breast boards and driven pile are armored concrete one-piece member.
As the further improvement of such scheme, the outside or inner side of breast boards are positioned apart from several and enclosed from top to bottom
Beam, circumferential direction extension of the grit along breast boards.
As the further improvement of such scheme, grit, breast boards and driven pile are armored concrete one-piece member.
As the further improvement of such scheme, anti-pressure passageway is provided with reinforcing body, the connecting strand is located at anti-pressure passageway
Interior, anti-pressure passageway includes kerve, is provided with opening above kerve, opening is provided with cover plate.
As the further improvement of such scheme, connecting strand is entangled with hard tubing, and preservative is provided with tubing.
As the further improvement of such scheme, connecting strand includes sleeve pipe and Duo Gen twisted wire groups, and the more twisted wire groups are equal
It is located in sleeve pipe, twisted wire group includes the more steel wires twisted together, and twisted wire group also includes the steel-wire armoring by the strand together
Inner sleeve firmly, inner sleeve is interior to be provided with preservative.
The beneficial effects of the utility model are：A kind of slopes ruggedized construction, including old slopes, the outside of old slopes, which is provided with, to be added
Solid, the bottom outside of reinforcing body are provided with retaining wall；Retaining wall includes the breast boards extended along side slope periphery, the inner side of breast boards
Or outside is provided with the driven pile extended downwardly, driven pile includes Fixed Division and buries native portion, and Fixed Division is connected with breast boards, buries native portion
It is located at below ground.There is the setting of retaining wall, so reinforcing body is without slope, or only needs a segment distance of slope very little,
Quantities is greatly reduced, also prevent the landslide of reinforcing body, and maintainer can intuitively observe retaining wall very much
State of appearance, landslide phenomenon is found in advance, also retaining wall just can be safeguarded in time.The utility model is used for the reinforcing of side slope
The embankment engineering increased, the reinforcing especially suitable for the tall earth fill of usefully red line limitation.
Brief description of the drawings
, below will be to needed for embodiment description in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
The accompanying drawing to be used is briefly described.Obviously, described accompanying drawing is part of the embodiment of the present utility model, rather than entirely
Portion's embodiment, those skilled in the art on the premise of not paying creative work, can also obtain it according to these accompanying drawings
His design and accompanying drawing.
Fig. 1 is the structural representation of the utility model embodiment；
Fig. 2 is the retaining wall structure schematic top plan view of the utility model embodiment；
Fig. 3 is the retaining wall structure schematic front view of the utility model embodiment；
Fig. 4 is the connecting strand structural representation of the utility model embodiment；
Fig. 5 is the twisted wire group structural representation of the utility model embodiment.
Embodiment
Design, concrete structure and caused technique effect of the present utility model are carried out below with reference to embodiment and accompanying drawing
Clearly and completely describe, to be completely understood by the purpose of this utility model, feature and effect.Obviously, described embodiment
It is part of the embodiment of the present utility model, rather than whole embodiments, based on embodiment of the present utility model, the skill of this area
The other embodiment that art personnel are obtained on the premise of not paying creative work, belong to the model of the utility model protection
Enclose.In addition, all connection/annexations being previously mentioned in text, not singly refer to component and directly connect, and refer to can be according to specific reality
Situation is applied, by adding or reducing couple auxiliary, to form more excellent draw bail.Each technology in the utility model creation
Feature, can be with combination of interactions on the premise of not conflicting conflict.
Referring to figs. 1 to Fig. 5, this is anchor pole attachment structure embodiment of the present utility model, specifically：
A kind of slopes ruggedized construction, including old slopes 1, the outside of old slopes are provided with reinforcing body, the bottom outside of reinforcing body
Provided with retaining wall.There is the setting of retaining wall, so reinforcing body is without slope, or only needs a segment distance of slope very little, use
Ground red line 13 can press close to very much retaining wall, greatly reduce quantities, also prevent the landslide of reinforcing body, and maintainer
The state of appearance of retaining wall can be intuitively observed very much, landslide phenomenon is found in advance, also retaining wall just can be safeguarded in time.
The utility model is used for the increasing of side slope, reinforcing engineering.
For the ease of construction, retaining wall includes the breast boards 21 extended along side slope periphery, the inner or outer side of breast boards 21
Provided with the driven pile 22 extended downwardly, driven pile 22 includes Fixed Division and buries native portion, and Fixed Division is connected with breast boards 21, buries native portion
It is located at below ground.During construction, driven pile is squeezed into soil, the part being embedded in soil is referred to as burying native portion, and the ground of driven pile
Part above is referred to as Fixed Division, and Fixed Division is used to be connected with breast boards 21.
In order to mitigate the burden of retaining wall, while the anti-slide performance of retaining wall is improved, the present embodiment also includes grappling group, old
Several grappling groups are provided with along the bearing of trend compartment of terrain of breast boards 21 in slopes 1, the grappling group includes multiple straight settings
Connecting strand 32 and multiple spaced old slopes 1 of insertion extended along the old gradient direction of slopes 1 grouser 31, connection
The both ends of rope 32 are connected with grouser 31 and retaining wall tensioning respectively, and adjacent connecting strand 32 is arranged at intervals in each grappling group.
Due to having grouser and retaining wall shared landslide power, and make retaining wall more steady.Connecting strand is so set, no
But the length of its connecting strand itself is very short, save material, even if while reinforcing body do not interfered with there occurs rain erosion yet
The anti-slide performance of connecting strand and retaining wall.
For the intensity of reinforced retaining wall, breast boards 21 and driven pile 22 are armored concrete one-piece member, will be buried
After ground is squeezed into stake, then the casting concrete based on driven pile, allow both to be integrally formed the component of formula.
In order to improve the intensity of retaining wall, the outside or inner side of breast boards 21 are positioned apart from several and enclosed from top to bottom
Beam, circumferential direction extension of the grit 23 along breast boards 21.So grit 23 and driven pile are equivalent to carry for breast boards 21
The reinforcement of both direction is in length and breadth supplied.Material is also very saved in such setting.
Grit can be shaped together when pouring breast boards 21, therefore the breast boards 21 of the present embodiment and driven pile 22 are steel
Reinforced concrete one-piece member.
In order to protect connecting strand not injured in construction, it is ensured that when in use will not be by soil, rainwater in connecting strand
Erosion and get rusty, connecting strand 32 is entangled with soft tubing, can so offset certain pressure, can also be played to constructing, invading
Collapse forces caused by scoring play the function of buffering, and preservative is perfused with tubing.The preservative includes the grease of paste, than
Such as butter.It is of course also possible to be entangled connecting strand with hard tubing, so a hard shell can be provided to connecting strand, prevented
Only weigh wounded.
Anti- pressure passageway can certainly be provided with reinforcing body, the connecting strand 32 is located in anti-pressure passageway, anti-pressure passageway
Including kerve, opening is provided with above kerve, opening is provided with cover plate.
The connecting strand 32 of the present embodiment includes sleeve pipe 321 and Duo Gen twisted wires group 324, and the more twisted wire groups are each provided at sleeve pipe
In 321, twisted wire group includes the more steel wires 322 twisted together, and twisted wire group also includes 322 sets of the steel wire by the strand together
Inner sleeve 323 firmly, preservative is perfused with inner sleeve 323.Even if so a twisted wire group is broken, other are yet had
Twisted wire group ensure slopes safety.
Better embodiment of the present utility model is illustrated above, but the utility model is created and is not limited to
The embodiment, those skilled in the art can also make a variety of etc. on the premise of without prejudice to the utility model spirit
With modification or replacement, these equivalent modifications or replacement are all contained in the application claim limited range.
Claims (8)
1. a kind of slopes ruggedized construction, including old slopes (1), it is characterised in that：The outside of old slopes (1) is provided with reinforcing body, adds
The bottom outside of solid is provided with retaining wall；Retaining wall include along side slope periphery extend breast boards (21), breast boards (21) it is interior
Side or outside are provided with the driven pile (22) extended downwardly, and driven pile (22) includes Fixed Division and buries native portion, Fixed Division and breast boards
(21) connect, bury native portion and be located at below ground.
A kind of 2. slopes ruggedized construction according to claim 1, it is characterised in that：Also include grappling group, on old slopes (1)
Several grappling groups are provided with along the bearing of trend compartment of terrain of breast boards (21), and the grappling group includes multiple connecting strands (32) and more
The grouser (31) of the individual spaced old slopes of insertion (1) extended along old slopes (1) gradient direction, connecting strand (32)
Both ends are connected with grouser (31) and retaining wall tensioning respectively, and adjacent connecting strand (32) is arranged at intervals in each grappling group.
A kind of 3. slopes ruggedized construction according to claim 1, it is characterised in that：Breast boards (21) and driven pile (22) are
Armored concrete one-piece member.
A kind of 4. slopes ruggedized construction according to claim 1, it is characterised in that：The outside or inner side of breast boards (21) from
Top to bottm is positioned apart from several grits (23), circumferential direction extension of the grit (23) along breast boards (21).
A kind of 5. slopes ruggedized construction according to claim 4, it is characterised in that：Grit (23), breast boards (21) and enter
Native stake (22) is armored concrete one-piece member.
A kind of 6. slopes ruggedized construction according to claim 2, it is characterised in that：Anti- pressure passageway, institute are provided with reinforcing body
State connecting strand (32) to be located in anti-pressure passageway, anti-pressure passageway includes kerve, is provided with opening above kerve, opening is provided with cover plate.
A kind of 7. slopes ruggedized construction according to claim 2, it is characterised in that：Connecting strand (32) hard or soft pipe
Material is entangled, and preservative is provided with tubing.
A kind of 8. slopes ruggedized construction according to claim 2, it is characterised in that：Connecting strand (32) includes sleeve pipe (321)
With more twisted wire groups (324), the more twisted wire groups (324) are each provided in sleeve pipe (321), and twisted wire group (324) includes more
Steel wire (322) together is twisted, twisted wire group (324) also includes the inner sleeve for entangling the steel wire (322) of the strand together
(323), it is provided with preservative in inner sleeve (323).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720519025.1U CN206844128U (en) | 2017-05-10 | 2017-05-10 | A kind of slopes ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720519025.1U CN206844128U (en) | 2017-05-10 | 2017-05-10 | A kind of slopes ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206844128U true CN206844128U (en) | 2018-01-05 |
Family
ID=60795371
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720519025.1U Expired - Fee Related CN206844128U (en) | 2017-05-10 | 2017-05-10 | A kind of slopes ruggedized construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206844128U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403321A (en) * | 2018-09-14 | 2019-03-01 | 中国人民解放军陆军勤务学院 | Construction method of filling slope prestressed anchor cable |
-
2017
- 2017-05-10 CN CN201720519025.1U patent/CN206844128U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403321A (en) * | 2018-09-14 | 2019-03-01 | 中国人民解放军陆军勤务学院 | Construction method of filling slope prestressed anchor cable |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103758134B (en) | A kind of construction method combining Double-row Piles Support system | |
| CN106761768B (en) | A kind of steel pipe curtain structure support system and its construction method | |
| CN102444405B (en) | Anti-slide pile and frame arch combined structure and construction method | |
| CN203729308U (en) | Double-row pile supporting system of reinforced concrete pile combined structural steel cement mixing pile wall | |
| CN105041322A (en) | Method and system for reinforcing hole for push bench to go in and out | |
| CN203939034U (en) | The slope treatment structure that a kind of antislide pile is combined with anchor cable, anchor caverns | |
| CN109404012A (en) | IV~VI grade of country rock is backbreak Tunnel method | |
| CN212742586U (en) | Tunnel entrance side and upward slope reinforced structure | |
| CN206844128U (en) | A kind of slopes ruggedized construction | |
| CN210530852U (en) | Shallow bias voltage tunnel supporting construction that buries | |
| CN103939115B (en) | A kind of method of half shallow mining method hangar tunnel and structure | |
| CN105672250A (en) | Rabbet connecting mechanism and construction method for underground diaphragm wall and underwater concrete | |
| CN105340408A (en) | Afforestation and soil preparation method for rocky barren mountains in semi-arid regions | |
| CN106120820A (en) | The anchoring process of a kind of rock side slope and structure | |
| CN206530341U (en) | A kind of underground cavern crown structure and its underground chamber | |
| CN103993604A (en) | Scattered piled anchor foundation pit supporting structure | |
| CN107130612A (en) | A kind of slopes reinforced construction method | |
| CN111350200A (en) | Boot-shaped root anchor anti-slide pile and construction method thereof | |
| CN208396718U (en) | A kind of shield arch and ear wall combined type tunnel and high steep bias hole foundation structure | |
| CN207405632U (en) | The cantilever supporting structure of anchor after a kind of band | |
| CN107060837B (en) | A kind of Shallow-buried asymmetry formula shield arch construction method | |
| CN109440787A (en) | The structure and method of engineering slope and underground chamber excavation and support simultaneously in a kind of Toppling Deformation rock mass | |
| CN211900659U (en) | Shallow-buried large-span underground cavern excavation supporting arrangement structure | |
| CN207047874U (en) | A kind of retaining wall structure administered for mine slope | |
| CN105839661A (en) | Anti-pulling open caisson foundation for power transmission tower |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180105 Termination date: 20200510 |