CN204590044U - There is the slope retaining system of umbellate form fixation kit - Google Patents

There is the slope retaining system of umbellate form fixation kit Download PDF

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Publication number
CN204590044U
CN204590044U CN201420858844.5U CN201420858844U CN204590044U CN 204590044 U CN204590044 U CN 204590044U CN 201420858844 U CN201420858844 U CN 201420858844U CN 204590044 U CN204590044 U CN 204590044U
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CN
China
Prior art keywords
umbellate
slope
anchor pole
fixation kit
retaining
Prior art date
Application number
CN201420858844.5U
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Chinese (zh)
Inventor
王子健
武黎明
张英敏
武建平
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重庆科技学院
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Priority to CN201420858844.5U priority Critical patent/CN204590044U/en
Application granted granted Critical
Publication of CN204590044U publication Critical patent/CN204590044U/en

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Abstract

The utility model discloses a kind of slope retaining system with umbellate form fixation kit, comprise the upper anchor pole for inserting slope soil and lower anchor pole, supporting mesh is connected with between described upper anchor pole and lower anchor pole, described upper anchor pole and lower anchor pole are equipped with for the umbellate form fixation kit fixing with slope soil, umbellate form fixation kit comprises and can strut and the fixed bar embedded in slope soil, thus can realize quick supporting plays protection safety guarantee to the personnel in High and dangerous slope damaging range, equipment and construction of structures.

Description

There is the slope retaining system of umbellate form fixation kit
Technical field
The utility model relates to supporting and protection structure, specifically a kind of slope retaining system with umbellate form fixation kit.
Background technology
Have the casing pipe protection of the tall and big side slope of a large amount of boulder, danger stone to being scattered, domestic and international academia, engineering circles are all felt more complicated always and are failed to propose a set of perfect treatment measures.And greatly developing along with fields such as water power, highway, bridges and culverts, house properties, High and dangerous slope problem gets more and more.
Difficulty is administered in the supporting of tall and big side slope, wherein, clears up particularly thorny to the stone of endangering of the orphan on tall and big side slope.Reason is: 1) orphan of tall and big side slope endangers stone cleaning effort, and often engineering quantity is large, shorter time and adopt one method for cleaning to be all difficult to thoroughly remove completely.2) orphan of tall and big side slope endangers the Removal Technology of stone, and also not bery perfect, machinery is difficult to up, is mostly by manually climbing up by holding on to operation.3) manually climb up by holding on to tall and big side slope difficulty itself, the orphan that will simultaneously exert oneself in climbing up by holding on to remove weight large endangers stone more not easily, and the simple common modes such as manpower that lean on often are cleared up thoroughly, easily leave potential safety hazard.4) climbing up by holding on to cleaning personnel or the labor cleaning personnel by safety rope, may meet accident because basing oneself upon shakiness, top also may be suffered to clear up halfway orphan's danger stone avalanche impact threat.Namely the interim security implementations of constructor requires very high, and is difficult at present provide effective security guarantee.5) between tall and big side slope clear-up period and cleaning not thoroughly and the orphan fallen stone impact energy of endangering is large, to toe have building, structure, traffic main artery or parallel operations the harm of other operation sides huge.
Another aspect, in view of the orphan in tall and big side slope endanger stone cleaning difficulty, clear up long in time limit, cost is high, and in a lot of engineering, be do not need clear up energetically the stone of endangering of the orphan in tall and big side slope section or do not need to carry out special cleaning, after other operations of toe complete, can slope failure be let alone.As hangar tunnel engineering, part dam construction, the engineering such as rock drilling, probing, greening, improvement of toe subregion, these engineerings will lay the engineering etc. of the permanent safety precautions such as solid retaining wall or passive protection net at toe, the object of itself is the slump impact of protection side slope.Only be only required in these Engineering in Construction Periods, have a kind of effective measures, can to being positioned at the toe scope of operation of High and dangerous slope damaging range, the personnel equipment etc. of the scope of operation can effectively protect, and unlikelyly suffers lonely danger stone slump impact threat in tall and big side slope.
Therefore, a kind of need is needed to climb up by holding on to the deathtrap to high slope, also do not need tall and big side slope orphan danger stone is carried out to special disposal, only within certain construction period or longer a period of time, the personnel in High and dangerous slope damaging range, equipment and construction of structures played to the slope retaining structure of the safety precautions of protection.
Utility model content
In view of this, the purpose of this utility model overcomes defect of the prior art, provides a kind of slope retaining system with umbellate form fixation kit that can realize quick supporting the personnel in High and dangerous slope damaging range, equipment and construction of structures to be played to the safety guarantee of protection.
The slope retaining system with umbellate form fixation kit of the present utility model, comprise multiple anchor pole, supporting mesh and retaining wall, described supporting mesh is connected to described anchor pole, and described retaining wall is arranged at below supporting mesh, and described anchor pole is provided with for the umbellate form fixation kit fixing with slope soil; Described umbellate form fixation kit comprises and can strut and the fixed bar embedded in slope soil;
Further, described umbellate form fixation kit also comprises support bar and pull rope, described fixed bar is to be rotationally connected with anchor pole along bolt shaft to slidably mode, be hinged with the support bar for being strutted by fixed bar between described fixed bar shaft and anchor pole, described pull rope is connected to fixed bar and is slidably connected between end and supporting mesh;
Further, described umbellate form fixation kit also comprises the sliding sleeve that fixed cover is located at the fixed muffle outside anchor pole and is slidably matched with anchor pole, described fixed bar the inner is articulated with sliding sleeve and is slidably connected by sliding sleeve and anchor pole, and described support bar the inner is articulated with fixed muffle;
Further, return spring is connected with between described fixed muffle and sliding sleeve;
Further, described anchor pole one end is provided with cone centre;
Further, described anchor pole is all provided with multiple along length of slope direction;
Further, described supporting mesh is earthwork fabric net.
The beneficial effects of the utility model are: the slope retaining system with umbellate form fixation kit of the present utility model, reticulated can be utilized to cover tall and big side slope, do not need to clear up orphan's stone of endangering specially, do not need to climb up by holding on to side slope hazardous location construction operation, effectively can use manpower and material resources sparingly, reduce security incident.Reticulated can cover lonely danger stone by the pressure connecting steel cable, the frictional resistance effect that increase lonely danger stone and slope are shown, lonely danger stone is stoped to fall, the skid resistance of instable slope section and resisting moment are increased, stop instable slope section avalanche unstability, on the other hand, for can not by cover, orphan that own wt is larger endangers stone, namely cause to fall and break, also can only along the downward landing of limited passage between reticulated and slope table, final landing to toe place stop by retaining wall, road to toe can not be rolled out or destroy building; Supporting mesh of the present utility model is fixed on slope soil by the anchor pole with umbellate form fixation kit, because umbellate form fixation kit is fast fixing and firm, therefore, it is possible to greatly shorten the engineering time of slope retaining.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further described:
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of umbellate form fixation kit of the present utility model.
Detailed description of the invention
Fig. 1 is structural representation of the present utility model, the slope retaining system 3 with umbellate form fixation kit of the present embodiment, comprise multiple anchor pole 1, supporting mesh 3 and retaining wall 11, described supporting mesh 3 is connected to described anchor pole 1, described retaining wall 11 is arranged at below supporting mesh 3, and described anchor pole 1 is provided with for the umbellate form fixation kit fixing with slope soil 4, described umbellate form fixation kit comprises and can strut and the fixed bar 9 embedded in slope soil, the slope retaining system with umbellate form fixation kit of the present embodiment, supporting can be utilized to cover tall and big side slope, do not need to clear up orphan's stone of endangering specially, do not need to climb up by holding on to side slope hazardous location construction operation, can effectively use manpower and material resources sparingly, reduce security incident, on the other hand, the supporting mesh 3 of the present embodiment is fixed on slope soil 4 by the anchor pole 1 with umbellate form fixation kit, because umbellate form fixation kit is fast fixing and firm, therefore, greatly can shorten the engineering time of slope retaining.
In the present embodiment, described umbellate form fixation kit also comprises support bar 8 and pull rope 2, described fixed bar 9 is to be rotationally connected with anchor pole 1 along the axial slidably mode of anchor pole 1, the support bar 8 for being strutted by fixed bar 9 is hinged with between described fixed bar 9 shaft and anchor pole 1, described pull rope 2 is connected to fixed bar 9 and is slidably connected between end and supporting mesh 3, after anchor pole 1 is inserted slope soil 4, supporting mesh 3 will pull fixed bar 9 be slidably connected end move towards support bar 8 side, and then utilize support bar 8 strutted by fixed bar 9 and be embedded in the soil body of periphery, make the fixing more firm of anchor pole 1.
In the present embodiment, described umbellate form fixation kit also comprises the sliding sleeve 6 that fixed cover is located at the fixed muffle 10 outside anchor pole 1 and is slidably matched with anchor pole 1, described fixed bar 9 the inner is articulated with sliding sleeve 6 and is slidably connected by sliding sleeve 6 and anchor pole 1, and described support bar 8 the inner is articulated with fixed muffle 10.
In the present embodiment, return spring 7 is connected with between described fixed muffle 10 and sliding sleeve 6, the elastic force that this return spring 7 provides can by promotion sliding sleeve 6 towards away from fixed muffle 10 Slideslip, when supporting mesh 3 removed by needs, pull rope 2 can be loosened, sliding sleeve 6 declines away from fixed cover slip in the effect of spring power, thus fixed bar 9 is packed up, and is convenient to extract from slope soil 4.
In the present embodiment, described anchor pole 1 one end is provided with cone centre 5, and this cone centre 5 can reduce anchor pole 1 and insert resistance in slope soil 4, and this cone centre 5 has certain guide effect simultaneously.
In the present embodiment, described anchor pole is all provided with multiple along length of slope direction, to improve the support capacity of supporting mesh 3.
In the present embodiment, described supporting mesh 3 is earthwork fabric net, the intensity of geotextile is good, usually its tensile strength, tearing toughness, resistance to punching press intensity and ultimate elongation are all larger, be embedded in corrosion resistance in soil and antimicrobial aggressivity is also all good, therefore be suitable for the supporting to slope soil 4.
What finally illustrate is, above embodiment is only in order to illustrate the technical solution of the utility model and unrestricted, although be described in detail the utility model with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can modify to the technical solution of the utility model or equivalent replacement, and not departing from aim and the scope of technical solutions of the utility model, it all should be encompassed in the middle of right of the present utility model.

Claims (7)

1. one kind has the slope retaining system of umbellate form fixation kit, it is characterized in that: comprise multiple anchor pole, supporting mesh and retaining wall, described supporting mesh is connected to described anchor pole, and described retaining wall is arranged at below supporting mesh, and described anchor pole is provided with for the umbellate form fixation kit fixing with slope soil; Described umbellate form fixation kit comprises and can strut and the fixed bar embedded in slope soil.
2. the slope retaining system with umbellate form fixation kit according to claim 1, it is characterized in that: described umbellate form fixation kit also comprises support bar and pull rope, described fixed bar is to be rotationally connected with anchor pole along bolt shaft to slidably mode, be hinged with the support bar for being strutted by fixed bar between described fixed bar shaft and anchor pole, described pull rope is connected to fixed bar and is slidably connected between end and supporting mesh.
3. the slope retaining system with umbellate form fixation kit according to claim 2, it is characterized in that: described umbellate form fixation kit also comprises the sliding sleeve that fixed cover is located at the fixed muffle outside anchor pole and is slidably matched with anchor pole, described fixed bar the inner is articulated with sliding sleeve and is slidably connected by sliding sleeve and anchor pole, and described support bar the inner is articulated with fixed muffle.
4. the slope retaining system with umbellate form fixation kit according to claim 3, is characterized in that: be connected with return spring between described fixed muffle and sliding sleeve.
5. the slope retaining system with umbellate form fixation kit according to claim 4, is characterized in that: described anchor pole one end is provided with cone centre.
6. the slope retaining system with umbellate form fixation kit according to claim 5, is characterized in that: described anchor pole is all provided with multiple along length of slope direction.
7. the slope retaining system with umbellate form fixation kit according to claim 6, is characterized in that: described supporting mesh is earthwork fabric net.
CN201420858844.5U 2014-12-30 2014-12-30 There is the slope retaining system of umbellate form fixation kit CN204590044U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420858844.5U CN204590044U (en) 2014-12-30 2014-12-30 There is the slope retaining system of umbellate form fixation kit

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Application Number Priority Date Filing Date Title
CN201420858844.5U CN204590044U (en) 2014-12-30 2014-12-30 There is the slope retaining system of umbellate form fixation kit

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CN204590044U true CN204590044U (en) 2015-08-26

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532859A (en) * 2014-12-30 2015-04-22 重庆科技学院 Slope support system with umbrella-type fixing assemblies
CN106284380A (en) * 2016-08-31 2017-01-04 杭州中艺生态环境工程有限公司 Domatic antiskid system
CN106368218A (en) * 2016-08-31 2017-02-01 杭州中艺生态环境工程有限公司 Slope surface outer layer anti-skid pile
CN108179762A (en) * 2017-12-25 2018-06-19 上海建工七建集团有限公司 A kind of retaining wall reinforcement device and reinforced construction method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532859A (en) * 2014-12-30 2015-04-22 重庆科技学院 Slope support system with umbrella-type fixing assemblies
CN104532859B (en) * 2014-12-30 2017-03-15 重庆科技学院 There is the slope retaining system of umbellate form fixation kit
CN106284380A (en) * 2016-08-31 2017-01-04 杭州中艺生态环境工程有限公司 Domatic antiskid system
CN106368218A (en) * 2016-08-31 2017-02-01 杭州中艺生态环境工程有限公司 Slope surface outer layer anti-skid pile
CN106284380B (en) * 2016-08-31 2018-09-11 杭州中艺生态环境工程有限公司 Slope surface antiskid system
CN106368218B (en) * 2016-08-31 2018-09-11 杭州中艺生态环境工程有限公司 Slope surface outer layer slide resistant pile
CN108179762A (en) * 2017-12-25 2018-06-19 上海建工七建集团有限公司 A kind of retaining wall reinforcement device and reinforced construction method

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C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150826

Termination date: 20171230

CF01 Termination of patent right due to non-payment of annual fee