CN207228131U - Argillaceous siltstoue edge slope structure - Google Patents

Argillaceous siltstoue edge slope structure Download PDF

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Publication number
CN207228131U
CN207228131U CN201721042889.5U CN201721042889U CN207228131U CN 207228131 U CN207228131 U CN 207228131U CN 201721042889 U CN201721042889 U CN 201721042889U CN 207228131 U CN207228131 U CN 207228131U
Authority
CN
China
Prior art keywords
rake
slope
ditch
horizontal
horizontal part
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
Application number
CN201721042889.5U
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Chinese (zh)
Inventor
卢尔聪
张强
马辉杰
张红莉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
5TH CONSTRUCTION Co Ltd OF CHINA 15TH CORPERATION
China Railway 15th Bureau Group Co Ltd
Original Assignee
5TH CONSTRUCTION Co Ltd OF CHINA 15TH CORPERATION
China Railway 15th Bureau Group Co Ltd
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Filing date
Publication date
Application filed by 5TH CONSTRUCTION Co Ltd OF CHINA 15TH CORPERATION, China Railway 15th Bureau Group Co Ltd filed Critical 5TH CONSTRUCTION Co Ltd OF CHINA 15TH CORPERATION
Priority to CN201721042889.5U priority Critical patent/CN207228131U/en
Application granted granted Critical
Publication of CN207228131U publication Critical patent/CN207228131U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23Dune restoration or creation; Cliff stabilisation

Abstract

The utility model discloses a kind of argillaceous siltstoue edge slope structure, including slope basis, slope basis includes the first rake sequentially arranged from high to low along Silty sandstone massif, first horizontal portion, second rake, second horizontal part, 3rd rake, pit, pit is next to apron slope, apron slope is next to roadbed ditch, the longitudinal ditch set along the gradient of Silty sandstone massif is equipped between the first rake and first horizontal portion, longitudinal ditch is distributed in the both sides on slope basis and is mutually linked in upper end, second horizontal part is equipped with horizontal ditch in the second rake lower end position, horizontal ditch is connected by cross side ditch with longitudinal ditch, in the first rake, second rake, second horizontal part, injected hole is offered on 3rd rake.The argillaceous siltstoue edge slope structure of the utility model can improve rock stability, effectively solve the problems, such as landslide, landslide.

Description

Argillaceous siltstoue edge slope structure
Technical field
It the utility model is related to building structure technology field, more particularly to a kind of argillaceous siltstoue edge slope structure.
Background technology
Silty rock mass meet water easily soften, after air contact, easy weathering, makes rock mass loose, thus produce landslide, Come down phenomenon.And do not have good treatment measures for silty rock mass at present, effectively to prevent from coming down, phenomenon of caving in.
Utility model content
The purpose of this utility model is to provide a kind of argillaceous siltstoue edge slope structure, can improve rock stability, effectively Solve the problems, such as landslide, landslide.
To achieve the above object, the utility model provides a kind of argillaceous siltstoue edge slope structure, including slope basis, slope basis Including the first rake, first horizontal portion, the second rake, the second water sequentially arranged from high to low along Silty sandstone massif Flat portion, the 3rd rake, pit, pit are next to apron slope, and apron slope is next to roadbed ditch, in the first rake and The longitudinal ditch set along the gradient of Silty sandstone massif is equipped between first horizontal portion, longitudinal ditch is distributed in slope basis Both sides and it is mutually linked in upper end, the second horizontal part is equipped with horizontal ditch in the second rake lower end position, and horizontal ditch leads to Cross cross side ditch to be connected with longitudinal ditch, opened on the first rake, the second rake, the second horizontal part, the 3rd rake Equipped with injected hole, cement mortar is perfused with injected hole, anchor is equipped with the second rake, the second horizontal part and the 3rd rake Rope, is equipped with bag filter in the second rake, and anchor cable is exposed to the table of the second rake, the second horizontal part and the 3rd rake Face, bag filter are connected with aqueduct, in first horizontal portion, the second rake, the second horizontal part, the 3rd rake, pit, aproll The lower section in slope and roadbed ditch is equipped with geotextiles, and anchor cable and aqueduct are stretched out in outside geotextiles, in the second rake, the second water Flat portion, the surface of geotextiles on the 3rd rake are equipped with the anchoring beam being distributed in length and breadth, and anchoring beam is fixedly connected with anchor cable, diversion Pipe is distributed between anchoring beam and anchoring beam, and the lower end of the anchoring beam above the 3rd rake is connected with embedded pit Antiskid slope foot, anchor beam and anchoring beam between be further filled with soil.
As further improvement of the utility model, the anchoring beam and antiskid slope foot are concrete structure.
As further improvement of the utility model, position is set between the anchoring beam and anchoring beam on the 3rd rake There are retaining wall, the lower end connection of the apron slope and retaining wall.
Compared with prior art, the argillaceous siltstoue edge slope structure of the utility model has the beneficial effect that:
(1) using the above structure, avoid silty rock mass and meet water softening, avoid directly making rock mass loose with air contact, Prevent weathering phenomenon, consolidate siltstone, avoid coming down, cave in;After injected hole slip casting, the gap of siltstone argillaceous rocks can be allowed Fill full, air in soil is squeezed and discharged, improves rock stability;Use various gutters can Quick drainage, prevent water Penetrate into soil, and then avoid silty rock mass from meeting water softening;The geotextiles of use can prevent water penetration from, into soil, avoiding silty Rock mass meets water softening;The antiskid slope foot of use can allow anchoring beam more firm;The setting of retaining wall can further prevent that landslide is existing As.
It will be become more fully apparent by following description and with reference to attached drawing, the utility model, these attached drawings are used to explain this The embodiment of utility model.
Brief description of the drawings
Fig. 1 is the schematic diagram of argillaceous siltstoue edge slope structure.
Embodiment
The embodiment of the utility model described referring now to attached drawing, similar element numbers represent similar member in attached drawing Part.
Please refer to Fig.1, the argillaceous siltstoue edge slope structure includes slope basis 1, and slope basis 1 is included along Silty sandstone The first rake 11 that massif is sequentially arranged from high to low, first horizontal portion 12, the second rake 13, the second horizontal part 14, Three rakes 15, pit 16, pit 16 are next to apron slope 17, and apron slope 17 is next to roadbed ditch 18.Incline first The longitudinal ditch 2 set along the gradient of Silty sandstone massif is equipped between inclined portion 11 and first horizontal portion 12, longitudinal ditch 2 is divided Cloth is mutually linked in the both sides on slope basis 1 and in upper end.Second horizontal part 14 is equipped with horizontal stroke in 13 lower end position of the second rake To ditch 3, horizontal ditch 3 is connected by cross side ditch 4 with longitudinal ditch 2, the various gutters of use can Quick drainage, prevent Sealing is penetrated into soil, and then avoids silty rock mass from meeting water softening.It is horizontal in the first rake 11, the second rake 13, second Injected hole 5 is offered in portion 14, the 3rd rake 15, cement mortar is perfused with injected hole 5.In the second rake 13, second Anchor cable 6 is equipped with 14 and the 3rd rake 15 of horizontal part, is equipped with bag filter 7 in the second rake 13, anchor cable 6 is exposed to second The surface of rake 13, the second horizontal part 14 and the 3rd rake 15, bag filter 7 are connected with aqueduct 8.In first horizontal portion 12nd, the second rake 13, the second horizontal part 14, the 3rd rake 15, pit 16, apron slope 17 and the lower section in roadbed ditch 18 are set There are geotextiles a, the geotextiles a of use to prevent water penetration into soil, avoid silty rock mass from meeting water softening.Anchor cable 6 and diversion Pipe 8 is stretched out in outside geotextiles a, the table of the geotextiles a on the second rake 13, the second horizontal part 14, the 3rd rake 15 Face is equipped with the anchoring beam 9 being distributed in length and breadth, and anchoring beam 9 is fixedly connected with anchor cable 6, and aqueduct 8 is distributed in anchoring beam 9 and anchoring beam 9 Between, the lower end of the anchoring beam 9 above the 3rd rake 15 is connected with the antiskid slope foot 1a in embedded pit 16, uses Antiskid slope foot anchoring beam can be allowed more firm, anchor and be further filled with soil between beam 9 and anchoring beam 9.The anchoring beam 9 and antiskid slope Foot 1a is concrete structure.Position is equipped with retaining wall b between anchoring beam 9 and anchoring beam 9 on 3rd rake 15, described Apron slope 17 is connected with the lower end of retaining wall b, can further prevent landslide phenomenon.
Using the above structure, avoid silty rock mass and meet water softening, avoid directly making rock mass loose with air contact, prevent Weathering phenomenon, consolidates siltstone, avoids coming down, caves in.
The utility model is described above in association with most preferred embodiment, but the utility model is not limited to the above and takes off The embodiment shown, and modification, equivalent combinations that various essence according to the present utility model carry out should be covered.

Claims (3)

  1. A kind of 1. argillaceous siltstoue edge slope structure, it is characterised in that including:Slope basis, slope basis are included along Silty sandstone mountain It is the first rake that body is sequentially arranged from high to low, first horizontal portion, the second rake, the second horizontal part, the 3rd rake, recessed Hole, pit are next to apron slope, and apron slope is next to roadbed ditch, is equipped between the first rake and first horizontal portion The longitudinal ditch set along the gradient of Silty sandstone massif, longitudinal ditch is distributed in the both sides on slope basis and mutual in upper end Linking, the second horizontal part are equipped with horizontal ditch in the second rake lower end position, and horizontal ditch passes through cross side ditch and longitudinal direction Ditch connects, and offers injected hole on the first rake, the second rake, the second horizontal part, the 3rd rake, in injected hole Cement mortar is perfused with, anchor cable is equipped with the second rake, the second horizontal part and the 3rd rake, is set in the second rake There is bag filter, anchor cable is exposed to the surface of the second rake, the second horizontal part and the 3rd rake, and bag filter is connected with diversion Pipe, in first horizontal portion, the second rake, the second horizontal part, the 3rd rake, pit, apron slope and the lower section in roadbed ditch Equipped with geotextiles, anchor cable and aqueduct are stretched out in outside geotextiles, on the second rake, the second horizontal part, the 3rd rake The surfaces of geotextiles be equipped with the anchoring beam that is distributed in length and breadth, anchoring beam is fixedly connected with anchor cable, aqueduct be distributed in anchoring beam and Between anchoring beam, the lower end of the anchoring beam above the 3rd rake is connected with the antiskid slope foot in embedded pit, anchoring Soil is further filled between beam and anchoring beam.
  2. 2. argillaceous siltstoue edge slope structure according to claim 1, it is characterised in that:The anchoring beam and antiskid slope foot are Concrete structure.
  3. 3. argillaceous siltstoue edge slope structure according to claim 1, it is characterised in that:Anchoring on 3rd rake Position is equipped with retaining wall, the lower end connection of the apron slope and retaining wall between beam and anchoring beam.
CN201721042889.5U 2017-08-18 2017-08-18 Argillaceous siltstoue edge slope structure Expired - Fee Related CN207228131U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721042889.5U CN207228131U (en) 2017-08-18 2017-08-18 Argillaceous siltstoue edge slope structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721042889.5U CN207228131U (en) 2017-08-18 2017-08-18 Argillaceous siltstoue edge slope structure

Publications (1)

Publication Number Publication Date
CN207228131U true CN207228131U (en) 2018-04-13

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CN201721042889.5U Expired - Fee Related CN207228131U (en) 2017-08-18 2017-08-18 Argillaceous siltstoue edge slope structure

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108729526A (en) * 2018-06-05 2018-11-02 昆明理工大学 The construction method of longitudinal drainage canal is built on a kind of rickle

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108729526A (en) * 2018-06-05 2018-11-02 昆明理工大学 The construction method of longitudinal drainage canal is built on a kind of rickle

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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: 20180413

Termination date: 20210818