CN208455651U - Anchor formula slope retaining system with fixation kit - Google Patents
Anchor formula slope retaining system with fixation kit Download PDFInfo
- Publication number
- CN208455651U CN208455651U CN201821025938.9U CN201821025938U CN208455651U CN 208455651 U CN208455651 U CN 208455651U CN 201821025938 U CN201821025938 U CN 201821025938U CN 208455651 U CN208455651 U CN 208455651U
- Authority
- CN
- China
- Prior art keywords
- pole
- fixedly connected
- rotating cylinder
- center
- cylinder
- 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.)
- Active
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model belongs to supporting construction field, specifically disclose a kind of anchor formula slope retaining system with fixation kit, supporting mesh is fixed on slope soil by anchor pole, retaining wall is set to below supporting mesh, center-pole is rotatably connected in insertion cylinder, drive bevel gear is fixedly connected on center-pole, driven wheel of differential is engaged in drive bevel gear, fixed link is fixedly connected on driven wheel of differential, rotating cylinder is slidably connected in fixed link, fixed block is fixedly connected on rotating cylinder, the inner wall of rotating cylinder offers the slideway for fixed block sliding, rotating cylinder periphery is machined with external screw thread, throw-out collar is slidably connected in fixed link, throw-out collar is between driven wheel of differential and rotating cylinder, push plate is fixedly connected on throw-out collar, eccentric wheel is fixedly connected on center-pole, eccentric wheel can push push plate when rotating.The present apparatus enough realizes that the reinforced slope soil support system of quick supporting plays the safety guarantee of protection to personnel, equipment and the construction of structures in High and dangerous slope soil body damaging range.
Description
Technical field
The utility model belongs to supporting construction field more particularly to a kind of anchor formula slope retaining system with fixation kit.
Background technique
To be scattered have a large amount of boulders, endanger stone tall and big slope soil casing pipe protection, domestic and international academia, engineering circles are always
It all feels more complicated and fails to propose a set of perfect treatment measures.And energetically with fields such as water power, highway, bridges and culverts, house properties
Development, High and dangerous slope soil body problem are more and more.
The supporting of tall and big slope soil is administered difficult, wherein clear up to the lonely danger stone on tall and big slope soil outstanding
It is intractable.Reason for this is that: 1) the lonely danger stone cleaning of tall and big slope soil laborious, and often project amount is big, the shorter time and
It is all difficult to using one method for cleaning thoroughly fully erased.2) Removal Technology of the lonely danger stone of tall and big slope soil, also not bery
Perfect, machinery is difficult up, is mostly by manually climbing up by holding on to operation.3) it manually climbs up by holding on to tall and big slope soil itself difficult, climbs up by holding on to
The big lonely danger stone of the removing weight that exert oneself simultaneously is more not easy, and is simply leaned on the common modes such as manpower often to clear up and is not thorough, is easy
Leave security risk.4) cleaning personnel or the manual cleaning personnel by safety rope are climbed up by holding on to, may be anticipated because basing oneself upon shakiness
Outside, it is also possible to by the halfway lonely danger stone avalanche impact threat of top cleaning.That is the interim security implementations requirement of construction personnel
It is very high, and be difficult to provide effective security guarantee at present.5) during tall and big slope soil is cleared up and cleaning is not thorough and falls
Lonely danger stone impact energy it is big, there are other operation sides of building, structures, traffic main artery or parallel operations to endanger slope foot
Evil is huge.
On the other hand, difficult in view of the lonely danger stone cleaning on tall and big slope soil, cleaning is long in time limit, at high cost, and
It is not need to clear up the lonely danger stone in tall and big slope soil section energetically or do not need to carry out at all special in many engineerings
Cleaning, after other operations of slope foot completion, slope soil slump can be allowed to.Such as hangar tunnel engineering, part dam construction, slope
The engineerings such as the subregional rock drilling of foot, probing, greening, improvement, these engineerings will lay solid retaining wall in slope foot or passively prevent
The engineering etc. of the permanent safety precautions such as protective net, the purpose of itself are to protect the slump impact of slope soil.Only want
It asks during these engineering constructions, there is a kind of effective measures, it can be to the slope foot operation in High and dangerous slope soil body damaging range
Face, personnel equipment of work surface etc. can be carried out effective protection, unlikely by danger stone slump impact threat lonely on tall and big slope soil
?.
Therefore, it is necessary to a kind of danger zone for being not required to climb up by holding on to supreme slope soil, also it is not required to endanger to tall and big slope soil orphan
Stone carries out special disposal, only within some construction period or longer period of time, to the people in High and dangerous slope soil body damaging range
The slope soil support system of the safety precautions of protection is played in member, equipment and construction of structures.
Utility model content
The anchor formula slope retaining system with fixation kit that the purpose of this utility model is to provide a kind of, providing one kind can
Realize the reinforced slope soil support system of quick supporting to personnel, equipment and the construction in High and dangerous slope soil body damaging range
Build the safety guarantee that object plays protection.
In order to achieve the above object, the base case of the utility model provides a kind of anchor formula slope retaining with fixation kit
System,
Including supporting mesh, anchor pole and retaining wall, the supporting mesh of slope soil is fixed on by anchor pole, retaining wall is set to branch
Below protective net, anchor pole includes insertion cylinder and center-pole, and center-pole is rotatably connected in insertion cylinder, and master is fixedly connected on center-pole
Dynamic bevel gear is engaged with driven wheel of differential in drive bevel gear, is fixedly connected with fixed link on driven wheel of differential, sliding in fixed link
It is dynamic to be connected with rotating cylinder, it is fixedly connected with fixed block on rotating cylinder, the inner wall of rotating cylinder offers the slideway for fixed block sliding, outside rotating cylinder
It is machined with external screw thread week, is inserted on cylinder and offers through-hole, rotating cylinder is located in through-hole far from one end of driven wheel of differential, in fixed link
Throw-out collar is slidably connected, throw-out collar is fixedly connected with push plate, fixes on center-pole between driven wheel of differential and rotating cylinder on throw-out collar
The eccentric wheel that push plate can be pushed when being connected with rotation.
The principle of this base case is: being inserted into slope soil using tools such as sledgehammers by cylinder is inserted into when installation, so
After rotate center-pole, center-pole rotate when drive drive bevel gear rotation, drive bevel gear rotate when drive driven wheel of differential
Rotation.Driven wheel of differential drives fixed link rotation, and the fixed block in fixed link drives drum rotation.
Band movable eccentric wheel rotates when center-pole rotates, and eccentric wheel offsets when rotating with push plate, makes push plate towards far from center-pole
Direction it is mobile.It drives throw-out collar mobile when push plate is mobile, rotating cylinder is released from through-hole when throw-out collar is mobile, rotating cylinder is made to protrude into insertion cylinder
In the slope soil of side.Cooperate the rotation of rotating cylinder simultaneously, the external screw thread on rotating cylinder acts on slope soil and generates to rotating cylinder
Tractive force, while the soil that when rotating cylinder is inserted into squeezes out is discharged into insertion cylinder by through-hole, reduces rotating cylinder insertion slope soil
Resistance.
The beneficial effect of this base case is: 1. present apparatus can cover tall and big slope soil using supporting mesh, be not required to
Specially orphan's danger stone is cleared up, is not required to climb up by holding on to slope soil hazardous location construction operation, can effectively save manpower object
Power reduces safety accident.Supporting mesh can cover lonely danger stone, and the frictional resistance for increasing lonely danger stone and slope table acts on, and prevent under lonely danger stone
It falls, so that the skid resistance of instable slope soil body section and resisting moment increase, prevents instable slope soil body section avalanche unstability, separately
On the one hand, lonely danger stone biggish for cannot being covered, own wt, that is, cause to fall and break, also can only along supporting mesh and slope table it
Between limited channel slide downwards, road to slope foot will not be rolled out or destroy building.
2. the present apparatus plugs in rotating cylinder by the way that external screw thread is arranged outside rotating cylinder, using the reaction force of external screw thread and slope soil
Enter in slope soil, it is more laborsaving.Soil is discharged into insertion cylinder from through-hole when external screw thread rotation simultaneously, reduces rotating cylinder insertion
The resistance of slope soil keeps rotating cylinder insertion slope soil more laborsaving.
Prioritization scheme one: the supporting mesh is reticulated.Reticulated mesh is smaller, can preferably prevent soil rock
It is scattered.
Prioritization scheme two: it is in coniform puncture portion that the rotating cylinder is equipped with far from one end of driven wheel of differential.Puncture portion
Setting keeps rotation insertion slope soil more laborsaving.
Prioritization scheme three: the center-pole upper end is fixedly connected with rotating bar.The setting of rotating bar facilitates center of rotation bar.
Prioritization scheme four: it is fixedly connected with rotating turret in the insertion cylinder, center-pole is rotatably connected in rotating turret.Center
Bar is rotatably connected in rotating turret, keeps center-pole rotation more stable.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of anchor formula slope retaining system of the utility model embodiment with fixation kit；
Fig. 2 is the structural schematic diagram of anchor pole in the present embodiment；
Fig. 3 is the enlarged drawing in Fig. 2 at A.
Specific embodiment
The utility model is described in further detail below by specific embodiment:
Appended drawing reference in Figure of description includes: retaining wall 1, supporting mesh 2, anchor pole 3, slope soil 4, insertion cylinder 5, turns
Lever 6, drive bevel gear 8, driven wheel of differential 9, rotating cylinder 10, center-pole 11, push plate 12, throw-out collar 13, slideway 14, is consolidated eccentric wheel 7
Determine block 15, puncture portion 16, through-hole 17.
Embodiment: the anchor formula slope retaining system with fixation kit in this programme, as shown in Figure 1, Figure 2 and Figure 3, including
Supporting mesh 2, anchor pole 3 and retaining wall 1, supporting mesh 2 are fixed on slope soil 4 by anchor pole 3, and supporting mesh 2 is reticulated, earth-retaining
Wall 1 is set to 2 lower section of supporting mesh.Anchor pole 3 includes insertion cylinder 5 and center-pole 11.11 upper end of center-pole is fixedly connected with rotating bar
6, it is inserted into cylinder 5 and is fixedly connected with rotating turret.Center-pole 11 is rotatably connected in the rotating turret in insertion cylinder 5, and center-pole 11
In on the center line of insertion cylinder 5.Drive bevel gear 8 has been fixedly and coaxially connected on center-pole 11, be engaged in drive bevel gear 8 from
Dynamic bevel gear 9.Driven wheel of differential 9 is rotatably connected on insertion cylinder 5, has been fixedly and coaxially connected fixed link on driven wheel of differential 9, Gu
Rotating cylinder 10 is slidably connected in fixed pole.Rotating cylinder 10 is set in fixed link, and fixed block 15, rotating cylinder 10 are fixedly connected on rotating cylinder 10
Inner wall offer for fixed block 15 slide slideway 14.10 periphery of rotating cylinder is machined with external screw thread, is inserted on cylinder 5 and offers through-hole
17, rotating cylinder 10 is located in through-hole 17 far from one end of driven wheel of differential 9.Rotating cylinder 10 has far from one end of driven wheel of differential 9
Coniform puncture portion 16.Throw-out collar 13 is slidably connected in fixed link, throw-out collar 13 is between driven wheel of differential 9 and rotating cylinder 10.
It is fixedly connected with push plate 12 on throw-out collar 13, eccentric wheel 7 is fixedly connected on center-pole 11, eccentric wheel 7 is in same with push plate 12
Horizontal plane, eccentric wheel 7 can push push plate 12 when rotating.Gib block is fixedly connected in insertion cylinder 5, gib block is used for anti-thrust
Plate 12 is swung.
It is inserted into slope soil using tools such as sledgehammers by cylinder 5 is inserted into when installation, supporting mesh 2 is fixed.Then it rotates
Rotating bar 6 rotates center-pole 11, drives drive bevel gear 8 to rotate when center-pole 11 rotates, and drive bevel gear 8 drives when rotating
Driven wheel of differential 9 rotates.Driven wheel of differential 9 drives fixed link rotation, and the fixed block 15 in fixed link drives rotating cylinder 10 to rotate.
Band movable eccentric wheel 7 rotates when center-pole 11 rotates, and eccentric wheel 7 offsets when rotating with push plate 12, makes push plate 12 towards remote
Direction from center-pole 11 is mobile.Drive throw-out collar 13 mobile when push plate 12 is mobile, by rotating cylinder 10 from through-hole 17 when throw-out collar 13 is mobile
It releases, in the slope soil for making the insertion insertion of rotating cylinder 10 5 side of cylinder.Cooperate the rotation of rotating cylinder 10, the outer spiral shell on rotating cylinder 10 simultaneously
Line acts on slope soil and generates to the tractive force of rotating cylinder 10, while the soil that when rotating cylinder 10 is inserted into squeezes out is discharged by through-hole 17
It is inserted into cylinder 5, reduces the resistance that rotating cylinder 10 is inserted into slope soil.
Above-described is only the embodiments of the present invention, and common knowledge does not describe excessively herein in scheme.It should
It points out, for those skilled in the art, under the premise of not departing from the utility model structure, several changes can also be made
Shape and improvement, these also should be considered as the protection scope of the utility model, these all will not influence the effect of the utility model implementation
Fruit and patent practicability.The scope of protection required by this application should be based on the content of the claims, the tool in specification
The records such as body embodiment can be used for explaining the content of claim.
Claims (5)
1. the anchor formula slope retaining system with fixation kit, it is characterised in that: including supporting mesh, anchor pole and retaining wall, pass through anchor
Bar is fixed on the supporting mesh of slope soil, and retaining wall is set to below supporting mesh, and anchor pole includes insertion cylinder and center-pole, center-pole
It is rotatably connected in insertion cylinder, drive bevel gear is fixedly connected on center-pole, is engaged with driven wheel of differential in drive bevel gear,
It is fixedly connected with fixed link on driven wheel of differential, rotating cylinder is slidably connected in fixed link, is fixedly connected with fixed block on rotating cylinder, turns
The inner wall of cylinder offers the slideway for fixed block sliding, and rotating cylinder periphery is machined with external screw thread, is inserted on cylinder and offers through-hole, rotating cylinder
One end far from driven wheel of differential is located in through-hole, and throw-out collar is slidably connected in fixed link, and throw-out collar is located at driven wheel of differential and turns
Between cylinder, push plate is fixedly connected on throw-out collar, the eccentric wheel that push plate can be pushed when being fixedly connected with rotation on center-pole.
2. the anchor formula slope retaining system according to claim 1 with fixation kit, it is characterised in that: the supporting mesh is
Reticulated.
3. the anchor formula slope retaining system according to claim 2 with fixation kit, it is characterised in that: the rotating cylinder is separate
It is in coniform puncture portion that one end of driven wheel of differential, which is equipped with,.
4. the anchor formula slope retaining system according to claim 3 with fixation kit, it is characterised in that: on the center-pole
End is fixedly connected with rotating bar.
5. the anchor formula slope retaining system according to claim 4 with fixation kit, it is characterised in that: in the insertion cylinder
It is fixedly connected with rotating turret, center-pole is rotatably connected in rotating turret.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821025938.9U CN208455651U (en) | 2018-06-29 | 2018-06-29 | Anchor formula slope retaining system with fixation kit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821025938.9U CN208455651U (en) | 2018-06-29 | 2018-06-29 | Anchor formula slope retaining system with fixation kit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208455651U true CN208455651U (en) | 2019-02-01 |
Family
ID=65169534
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821025938.9U Active CN208455651U (en) | 2018-06-29 | 2018-06-29 | Anchor formula slope retaining system with fixation kit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208455651U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111321735A (en) * | 2020-03-06 | 2020-06-23 | 中南林业科技大学 | Mechanical pressure dispersion type recoverable anchor rod device |
| CN112227343A (en) * | 2020-09-16 | 2021-01-15 | 上海泓建建筑工程有限公司 | Soft foundation treatment device and method |
| CN112726645A (en) * | 2021-01-05 | 2021-04-30 | 内蒙古煤炭科学研究院有限责任公司 | Slope protection device and method for strip mine refuse dump |
| CN112744502A (en) * | 2020-12-30 | 2021-05-04 | 重庆品正食品有限公司 | Two-stage soda water lifting and conveying system |
| CN113482005A (en) * | 2021-07-26 | 2021-10-08 | 宏腾建设集团有限公司 | Small foundation pit earthwork excavation method |
| CN113699967A (en) * | 2021-09-02 | 2021-11-26 | 吴婵 | Formula of making an uproar construction tamp equipment falls |
-
2018
- 2018-06-29 CN CN201821025938.9U patent/CN208455651U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111321735A (en) * | 2020-03-06 | 2020-06-23 | 中南林业科技大学 | Mechanical pressure dispersion type recoverable anchor rod device |
| CN112227343A (en) * | 2020-09-16 | 2021-01-15 | 上海泓建建筑工程有限公司 | Soft foundation treatment device and method |
| CN112744502A (en) * | 2020-12-30 | 2021-05-04 | 重庆品正食品有限公司 | Two-stage soda water lifting and conveying system |
| CN112726645A (en) * | 2021-01-05 | 2021-04-30 | 内蒙古煤炭科学研究院有限责任公司 | Slope protection device and method for strip mine refuse dump |
| CN113482005A (en) * | 2021-07-26 | 2021-10-08 | 宏腾建设集团有限公司 | Small foundation pit earthwork excavation method |
| CN113482005B (en) * | 2021-07-26 | 2022-08-09 | 宏腾建设集团有限公司 | Small foundation pit earthwork excavation method |
| CN113699967A (en) * | 2021-09-02 | 2021-11-26 | 吴婵 | Formula of making an uproar construction tamp equipment falls |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208455651U (en) | Anchor formula slope retaining system with fixation kit | |
| CN104532859B (en) | There is the slope retaining system of umbellate form fixation kit | |
| CN206538771U (en) | Slope retaining system | |
| CN204401635U (en) | There is the slope retaining net of thorn-like pole | |
| WO2017054668A1 (en) | Expansion pipe for blasting and blasting method therefor | |
| CN106522248A (en) | Method for reinforcing soil slope and slope reinforcing device | |
| CN211873950U (en) | Combined supporting pile for civil engineering | |
| CN204370452U (en) | Umbellate form fixed type slope supporting mesh | |
| CN215830528U (en) | Support for coal mine | |
| CN205206366U (en) | Horizontal entrance to a cave safety device | |
| CN207714344U (en) | A kind of passive protection net for complex mountainous cut slope | |
| CN108286412B (en) | Domatic drilling mechanical equipment | |
| CN204456175U (en) | There is the retaining wall system of supporting mesh structure | |
| CN110196004A (en) | A kind of hole Blasting In Open-pit Mines safety monitoring device | |
| CN214738123U (en) | Buffer for foundation pit supporting engineering | |
| CN213742223U (en) | Elevator shaft operating frame | |
| CN203834484U (en) | Multifunctional protection cage | |
| CN204401636U (en) | Reinforced slope retaining system | |
| CN204163734U (en) | Highway tunnel structure | |
| JP6454987B2 (en) | Waste collection method | |
| CN106440986A (en) | Safety protection device for supporting beam blasting and dismantling and using method thereof | |
| CN208251118U (en) | Slope reinforcement device | |
| CN204754829U (en) | Core machine drill sediment collector is got to concrete | |
| CN109813189A (en) | A kind of hard rock tunnel blasting digging method | |
| CN220581051U (en) | Support frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |