CN207176699U - A kind of Anchored Sheet Pile Wall for Excavation device - Google Patents
A kind of Anchored Sheet Pile Wall for Excavation device Download PDFInfo
- Publication number
- CN207176699U CN207176699U CN201721115966.5U CN201721115966U CN207176699U CN 207176699 U CN207176699 U CN 207176699U CN 201721115966 U CN201721115966 U CN 201721115966U CN 207176699 U CN207176699 U CN 207176699U
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- anchor
- anchorage
- support post
- anchor cable
- anchor pole
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Abstract
The utility model discloses a kind of Anchored Sheet Pile Wall for Excavation device, including anchorage, anchor pole and support post, the anchorage is arranged on support post side by pedestal, the anchorage is connected by anchor cable with anchor pole, the anchor cable runs through support post, the pedestal is welded on support post side, the protection board of pedestal top surface welding protection anchorage, the anchor surface welds the presstressed reinforcing steel for resisting stress, the presstressed reinforcing steel surface scribbles corrosion-inhibiting coating, the anchor pole opens up the connecting hole of connection anchor cable, the anchor head of the anchor cable passes through nut and screw lock, the anchorage working surfaces are miscellaneous soil layer and argillic horizon, the anchor cable stretches into argillic horizon work, it is described anchor rod anchored in shale layer.The utility model is simple in construction, reasonable in design, and cost is low；In use, by anchor rod anchored support post played a protective role, ensures being smoothed out for engineering, securely and reliably, is preferably promoted the use of in shale layer.
Description
Technical field
It the utility model is related to civil engineering base shield construction field, more particularly to a kind of Anchored Sheet Pile Wall for Excavation device.
Background technology
By drilling through soft stratum or sliding surface, one end is anchored in hard rock stratum, then in another freedom
End carries out tensioning, unstable rock mass is anchored so as to apply pressure to rock stratum, this method claims prestress anchorage cable, abbreviation anchor
Rope, domestic application is more, common suspension device, when suddenly raining cats and dogs, slip phenomenon easily occurs, potential safety hazard be present.
Utility model content
The purpose of this utility model is to provide a kind of Anchored Sheet Pile Wall for Excavation device, to solve above-mentioned technical problem.
The utility model uses following technical scheme to achieve the above object：
A kind of Anchored Sheet Pile Wall for Excavation device, including anchorage, anchor pole and support post, it is characterised in that the anchorage passes through platform
Seat is arranged on support post side, and the anchorage is connected by anchor cable with anchor pole, and the anchor cable runs through support post, the pedestal weldering
Support post side, the protection board of pedestal top surface welding protection anchorage are connected on, the anchor surface is welded for resisting the pre- of stress
Stress rib, the presstressed reinforcing steel surface scribble corrosion-inhibiting coating, and the anchor pole opens up the connecting hole of connection anchor cable, the anchor of the anchor cable
Head is connected by nut and screw lock, screw rod with spiral thread on anchor bolt, and the anchorage working surfaces are miscellaneous soil layer and argillic horizon,
The anchor cable stretches into argillic horizon work, described anchor rod anchored in shale layer.
Preferably, the material of the presstressed reinforcing steel and anchor cable is steel strand wires.
Preferably, the anchor cable is wrapped in anchor surface through connecting hole.
Compared with prior art, the utility model has advantages below：The utility model is simple in construction, reasonable in design, makes
Valency cost is low；When preparing to pattern foundation pit supporting structure, usage mining machine digs out the hole for placing support post, after installing support post, then will
Anchorage installation, by anchor rod anchored in hard shale layer, is connected anchorage with anchor pole by anchor cable on pedestal, anchor surface
Presstressed reinforcing steel effectively strengthens the intensity of anchor pole, and to the sufficient supporting of foundation ditch, and surface scribbles anti-corrosion masking liquid, prevents aqueous vapor
Corrode, and anchor cable is wrapped on anchor pole, is connected by screw rod and nut, and the stabilization of suspension device connects when ensureing to rain
Connect, securely and reliably, preferably promote the use of.
Brief description of the drawings
Fig. 1 is the structure chart of this new Anchored Sheet Pile Wall for Excavation device.
Fig. 2 is the anchor structure figure of this new Anchored Sheet Pile Wall for Excavation device.
Fig. 3 is the anchor head structure chart of this new Anchored Sheet Pile Wall for Excavation device.
In figure：1st, anchorage, 2, anchor cable, 3, anchor pole, 4, support post, 5, protection board, 6, pedestal, 7, miscellaneous soil layer, 8, argillic horizon,
9th, shale layer, 10, connecting hole, 11, corrosion-inhibiting coating, 12, presstressed reinforcing steel, 13, anchor head, 14, nut, 15, screw rod.
Embodiment
The utility model is further elaborated with specific embodiment below in conjunction with the accompanying drawings.
As shown in figure 1, a kind of Anchored Sheet Pile Wall for Excavation device, including anchorage 1, anchor pole 3 and support post 4, the anchorage 1 pass through
Pedestal 6 is arranged on the side of support post 4, and the anchorage 1 is connected by anchor cable 2 with anchor pole 3, and the anchor cable 2 runs through support post 4,
The pedestal 6 is welded on the side of support post 4, the protection board 5 of the top surface welding protection anchorage 1 of pedestal 6, the surface soldered of anchor pole 3
For resisting the presstressed reinforcing steel 12 of stress, the surface of presstressed reinforcing steel 12 scribbles corrosion-inhibiting coating 11, and the anchor pole 3 opens up connection anchor
The connecting hole 10 of rope 2, the anchor head 13 of the anchor cable 2 are locked by nut 14 and screw rod 15, and screw rod 15 is threadedly coupled solid with anchor pole 3
Fixed, according to Fig. 1 reference scale, the working surfaces of anchorage 1 are miscellaneous soil layer 7 and argillic horizon 8, and the anchor cable 2 stretches into the work of argillic horizon 8
Make, the anchor pole 3 is anchored in shale layer 9.
Utility model works principle：When preparing to pattern foundation pit supporting structure, usage mining machine digs out the hole for placing support post 4, peace
After installing support post 4, then anchorage 1 is arranged on pedestal 6, anchor pole 3 is anchored to hard shale layer 9, will by anchor cable 2
Anchorage 1 and anchor pole 3 connect, and the presstressed reinforcing steel 12 on the surface of anchor pole 3 effectively strengthens the intensity of anchor pole 3, to the sufficient supporting of foundation ditch,
And surface scribbles anti-corrosion masking liquid, the erosion of aqueous vapor is prevented, and anchor cable 2 is wrapped on anchor pole 3, passes through screw rod 15 and nut 14
It is connected, suspension device is stably connected with when ensureing to rain, securely and reliably.
Described above is the utility model preferred embodiment, for the ordinary skill in the art, according to this reality
With new teaching, in the case where not departing from principle of the present utility model and spirit, the change that is carried out to embodiment, repair
Change, replace and modification is still fallen within the scope of protection of the utility model.
Claims (3)
1. a kind of Anchored Sheet Pile Wall for Excavation device, including anchorage (1), anchor pole (3) and support post (4), it is characterised in that the anchorage
(1) support post (4) side is arranged on by pedestal (6), the anchorage (1) is connected by anchor cable (2) with anchor pole (3), described
Anchor cable (2) runs through support post (4), and the pedestal (6) is welded on support post (4) side, pedestal (6) top surface welding protection anchorage
(1) protection board (5), anchor pole (3) surface soldered are used for the presstressed reinforcing steel (12) for resisting stress, the presstressed reinforcing steel (12)
Surface scribbles corrosion-inhibiting coating (11), and the anchor pole (3) opens up the connecting hole (10) of connection anchor cable (2), the anchor head of the anchor cable (2)
(13) locked by nut (14) and screw rod (15), screw rod (15) is threadedly coupled fixation, anchorage (1) work with anchor pole (3)
Aspect is miscellaneous soil layer (7) and argillic horizon (8), and the anchor cable (2) stretches into argillic horizon (8) work, and the anchor pole (3) is anchored at mud stone
In layer (9).
2. a kind of Anchored Sheet Pile Wall for Excavation device according to claim 1, it is characterised in that the presstressed reinforcing steel (12) and anchor
The material of rope (2) is steel strand wires.
3. a kind of Anchored Sheet Pile Wall for Excavation device according to claim 1, it is characterised in that the anchor cable (2) passes through connection
Hole (10) is wrapped in anchor pole (3) surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721115966.5U CN207176699U (en) | 2017-09-01 | 2017-09-01 | A kind of Anchored Sheet Pile Wall for Excavation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721115966.5U CN207176699U (en) | 2017-09-01 | 2017-09-01 | A kind of Anchored Sheet Pile Wall for Excavation device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207176699U true CN207176699U (en) | 2018-04-03 |
Family
ID=61742124
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721115966.5U Active CN207176699U (en) | 2017-09-01 | 2017-09-01 | A kind of Anchored Sheet Pile Wall for Excavation device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207176699U (en) |
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2017
- 2017-09-01 CN CN201721115966.5U patent/CN207176699U/en active Active
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