CN206189424U - Geology reinforcing apparatus - Google Patents

Geology reinforcing apparatus Download PDF

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Publication number
CN206189424U
CN206189424U CN201621258421.5U CN201621258421U CN206189424U CN 206189424 U CN206189424 U CN 206189424U CN 201621258421 U CN201621258421 U CN 201621258421U CN 206189424 U CN206189424 U CN 206189424U
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CN
China
Prior art keywords
concrete pile
fixed
reinforced concrete
layer
soil layer
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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
CN201621258421.5U
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Chinese (zh)
Inventor
郭双
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Yangtze University
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Yangtze University
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Publication date
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Priority to CN201621258421.5U priority Critical patent/CN206189424U/en
Application granted granted Critical
Publication of CN206189424U publication Critical patent/CN206189424U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a geology reinforcing apparatus, including weak soil layer, fixed slope and mooring anchor, the bottom on weak soil layer is hard basal layer, fixed slope has been pour in the slope of the upper surface on weak soil layer, and the inside on fixed slope is fixed with three mooring anchors, the upper end on fixed slope is equipped with the vertical last concrete pile who runs through the weak soil layer, the top of wire net is equipped with builds the layer by laying bricks or stones, build the top on layer by laying bricks or stones and built the platform by laying bricks or stones, and the platform is located down concrete pile and last concrete pile's top. The utility model discloses the upper and lower concrete pile that sets up provides the holding power for whole weak slope reinforced structure, and mooring anchor and spacingly support setting up of post and can effectually prevent holistic gliding of reinforced structure and compressing deformation has improved the stability of structure, and the fixed slope and the sand -gravel cushion of setting can transmit civil engineering's on the slope pressure dispersion to hard basal layer, have improved concrete pile's service life.

Description

A kind of geology bracing means
Technical field
The utility model is related to geology reinforcement technique field, specially a kind of geology bracing means.
Background technology
Used as the vast country in a territory, prize-attached 60% area is hills and mountain region, i.e., many soil for China Ground is all slope, carries out the presence of many engineering problems during civil engineering on the slope, and sloped soft-soil foundation is a kind of special oblique Hillside fields base, its ground top layer is relatively weak, and foundation surface or soft layer bottom have certain cross fall, therefore in embankment Compression is easily produced under load, and then causes foundation instability, at present frequently with following in the reinforcing of sloped soft-soil foundation Scheme:Gravel pile reinforcing construction, composite foundation construction etc., although improve the stability of sloped soft-soil foundation to a certain extent, But still cannot ensure that ground does not occur the harm of unstability, therefore urgent need is improved to prior art, to solve the above problems.
Utility model content
The purpose of this utility model is to provide a kind of geology bracing means, with asking for solving to propose in above-mentioned background technology Topic.
To achieve the above object, the utility model provides following technical scheme:A kind of geology bracing means, including weak soil Layer, lower reinforced concrete pile, fixed ramp and fixed anchor, the bottom of the Soft Soil Layer is hard basal layer, the Soft Soil Layer it is upper Surface inclines and has poured fixed ramp, and the inside of fixed ramp is fixed with three fixed anchors, and the fixed anchor runs through Soft Soil Layer Hard basal layer is extended to, and limited post is fixed between three fixed anchors in Soft Soil Layer, the upper end of the fixed ramp is provided with perpendicular The straight upper reinforced concrete pile through Soft Soil Layer, and the lower end of fixed ramp is provided with the lower armored concrete for running through Soft Soil Layer vertically Stake, the lower reinforced concrete pile is all provided with taper bit, and lower reinforced concrete pile with the bottom of upper reinforced concrete pile Raised line is all provided with the side wall below upper reinforced concrete pile, the lower reinforced concrete pile is away from upper reinforced concrete pile side It is provided with above Soft Soil Layer and builds barricade by laying bricks or stones, and builds spacing to post, the lower steel for being provided with the outside of barricade and inserting hard basal layer by laying bricks or stones The top of fixed ramp is filled with sand-gravel cushion between rib concrete pile and upper reinforced concrete pile, and the side of sand-gravel cushion sets There is steel wire, be provided with the top of the steel wire and build layer by laying bricks or stones, described building by laying bricks or stones has built platform by laying bricks or stones at the top of layer, and platform is located at lower steel The top of rib concrete pile and upper reinforced concrete pile.
Preferably, the spacing inclination to post is inserted in hard basal layer, and the spacing angle to post and horizontal plane is 60 °.
Preferably, the fixed anchor is mutually perpendicular to fixed ramp, and fixed anchor is provided with the junction of fixed ramp Pressure strip.
Preferably, it is evenly arranged with barb structure on the side wall of the fixed anchor bottom.
Preferably, one end of the conveyer belt extends to the lower section of charging aperture, and the other end of conveyer belt extends to discharging opening Place.
Compared with prior art, the beneficial effects of the utility model are:The reinforcing bar up and down that the geology bracing means is set is mixed The stake of solidifying soil provides support force to whole weak slope treatment structure, and fixed anchor and the spacing setting to post can effectively be prevented Only ruggedized construction overall downslide and compression, improves the stability of structure, the fixed ramp and sand-gravel cushion of setting The pressure dissipation of civil engineering on slope can be delivered to hard basal layer, it is to avoid the load of large scale civil engineering is directly by upper Lower reinforced concrete pile is transmitted and to the infringement of reinforced concrete pile, the service life of reinforced concrete pile is improve, upper and lower The raised line that the side wall of reinforced concrete pile is set can effectively increase the earth-grasping force of pile foundation, improve the overall earth-grasping force of structure And stability.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is side view of the present utility model.
In figure:1- Soft Soil Layers;2- is spacing to post;3- taper bits;4- raised lines;Reinforced concrete pile under 5-;6- sandstone pads Layer;7- steel wires;8- builds layer by laying bricks or stones;9- platforms;10- fixed ramps;The upper reinforced concrete piles of 11-;12- limited posts;13- is fixed Anchor;The hard basal layers of 14-;15- builds barricade by laying bricks or stones.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Refer to Fig. 1-2, a kind of embodiment that the utility model is provided:A kind of geology bracing means, including Soft Soil Layer 1, Lower reinforced concrete pile 5, fixed ramp 10 and fixed anchor 13, the bottom of Soft Soil Layer 1 is hard basal layer 14, the upper table of Soft Soil Layer 1 Face inclines and has poured fixed ramp 10, and the inside of fixed ramp 10 is fixed with three fixed anchors 13, and fixed ramp 10 is used for solid Surely the laying of anchor 13 and ground is fixed, fixed anchor 13 can fix the ground of weakness, it is to avoid the compressive deformation produced by load, The fixed anchor 13 is mutually perpendicular to fixed ramp 10, and fixed anchor 13 is provided with pressure strip with the junction of fixed ramp 10, Fixed anchor 13 is extended in hard basal layer 14, and Soft Soil Layer 1 through Soft Soil Layer 1 and is fixed with limited post between three fixed anchors 13 12, limited post 12 can the distance between fixed anchor 13, it is to avoid fixed anchor 13 produces displacement, fixed anchor because load is excessive Barb structure is evenly arranged with the side wall of 13 bottoms, fixed anchor 13 is placed and is come off, the upper end of fixed ramp 10 is provided with to be passed through vertically The upper reinforced concrete pile 11 of Soft Soil Layer 1 is worn, and the lower end of fixed ramp 10 is provided with the lower reinforced concrete for running through Soft Soil Layer 1 vertically Native stake 5, upper reinforced concrete pile 11 and lower reinforced concrete pile 5 can provide support force for whole ruggedized construction, it is to avoid reinforce Device is inclined, and lower reinforced concrete pile 5 is all provided with taper bit 3 with the bottom of upper reinforced concrete pile 11, and lower reinforcing bar is mixed The stake 5 of solidifying soil is all provided with raised line 4 with the side wall of the lower section of upper reinforced concrete pile 11, and taper bit 3 is easy to pouring for pile foundation, raised line 4 The frictional force between stake and soil can be increased, it is to avoid come off, lower reinforced concrete pile 5 is away from the side of upper reinforced concrete pile 11 The top of Soft Soil Layer 1 is provided with builds barricade 15 by laying bricks or stones, and builds the outside of barricade 15 by laying bricks or stones and be provided with the spacing to post 2 of the hard basal layer 14 of insertion, Barricade 15 is built by laying bricks or stones for stopping sand-gravel cushion 6, while can be with support platform 9, spacing being kept out to post 2 builds barricade 15 by laying bricks or stones, keeps away Exempt to build barricade 15 by laying bricks or stones and incline, it is spacing to be inclined in the hard basal layer 14 of insertion to post 2, and spacing be with the angle of horizontal plane to post 2 60 °, the top of fixed ramp 10 is filled with sand-gravel cushion 6, and sand between lower reinforced concrete pile 5 and upper reinforced concrete pile 11 The side of stone bed course 6 is provided with steel wire 7, and sand-gravel cushion 6 can share the load at the top of platform 9, and steel wire 7 can prevent sandstone Sandstone dispersion in bed course 6, the top of steel wire 7 is provided with builds layer 8 by laying bricks or stones, and the top for building layer 8 by laying bricks or stones has built platform 9, and 9, platform by laying bricks or stones In the top of lower reinforced concrete pile 5 and upper reinforced concrete pile 11, platform 9 can carry out civil engineering.
Specifically used mode:When building, upper reinforced concrete pile 11 and lower reinforced concrete pile 5 are poured, Ran Hou It is equidistant on Soft Soil Layer 1 between upper reinforced concrete pile 11 and lower reinforced concrete pile 5 to squeeze into three fixed anchors 13 and fixed Anchor 13 all gos deep into hard basal layer 14, the top of fixed anchor 13 then is poured into fixed ramp 10 again, in lower reinforcing bar after the completion of pouring Build barricade 15 between concrete-pile 11 by laying bricks or stones, fix spacing to post 2 in the outside for building barricade 15 by laying bricks or stones, then will be inclined Sand-gravel cushion 6 is laid in fixed ramp 10, layer of steel wire net 7 is covered on the surface of sand-gravel cushion 6 after the completion of laying, then in sand The top laying of stone bed course 6 builds layer 8 by laying bricks or stones, finally build by laying bricks or stones layer 8, on reinforced concrete pile 11 and lower reinforced concrete pile 5 Build platform 9 in top.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and And in the case of without departing substantially from spirit or essential attributes of the present utility model, can in other specific forms realize that this practicality is new Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained All changes in justice and scope are included in the utility model.Any reference in claim should not be considered as limitation Involved claim.

Claims (4)

1. a kind of geology bracing means, including Soft Soil Layer (1), lower reinforced concrete pile (5), fixed ramp (10) and fixed anchor (13), it is characterised in that:The bottom of the Soft Soil Layer (1) is hard basal layer (14), and the upper surface of the Soft Soil Layer (1) inclines pours Fixed ramp (10) has been built, and the inside of fixed ramp (10) is fixed with three fixed anchors (13), the fixed anchor (13) is run through Soft Soil Layer (1) is extended in hard basal layer (14), and Soft Soil Layer (1) and is fixed with limited post (12) between three fixed anchors (13), The upper end of the fixed ramp (10) is provided with upper reinforced concrete pile (11) vertically through Soft Soil Layer (1), and fixed ramp (10) lower end be provided with vertically through Soft Soil Layer (1) lower reinforced concrete pile (5), the lower reinforced concrete pile (5) with it is upper The bottom of reinforced concrete pile (11) is all provided with taper bit (3), and lower reinforced concrete pile (5) and upper reinforced concrete pile (11) the side wall below is all provided with raised line (4), and the lower reinforced concrete pile (5) is soft away from upper reinforced concrete pile (11) side It is provided with above soil layer (1) and builds barricade (15) by laying bricks or stones, and is built by laying bricks or stones the spacing of the hard basal layer (14) of insertion is provided with the outside of barricade (15) To post (2), the top of fixed ramp (10) is filled between the lower reinforced concrete pile (5) and upper reinforced concrete pile (11) Sand-gravel cushion (6), and the side of sand-gravel cushion (6) is provided with steel wire (7), is provided with the top of the steel wire (7) and builds layer by laying bricks or stones (8), described building by laying bricks or stones has built platform (9) by laying bricks or stones at the top of layer (8), and platform (9) is mixed with upper reinforcing bar positioned at lower reinforced concrete pile (5) The top of solidifying soil stake (11).
2. a kind of geology bracing means according to claim 1, it is characterised in that:The spacing inclination to post (2) is inserted In hard basal layer (14), and the spacing angle to post (2) and horizontal plane is 60 °.
3. a kind of geology bracing means according to claim 1, it is characterised in that:The fixed anchor (13) and fixed ramp (10) it is mutually perpendicular to, and fixed anchor (13) is provided with pressure strip with the junction of fixed ramp (10).
4. a kind of geology bracing means according to claim 1, it is characterised in that:The side wall of fixed anchor (13) bottom On be evenly arranged with barb structure.
CN201621258421.5U 2016-11-23 2016-11-23 Geology reinforcing apparatus Expired - Fee Related CN206189424U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621258421.5U CN206189424U (en) 2016-11-23 2016-11-23 Geology reinforcing apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621258421.5U CN206189424U (en) 2016-11-23 2016-11-23 Geology reinforcing apparatus

Publications (1)

Publication Number Publication Date
CN206189424U true CN206189424U (en) 2017-05-24

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621258421.5U Expired - Fee Related CN206189424U (en) 2016-11-23 2016-11-23 Geology reinforcing apparatus

Country Status (1)

Country Link
CN (1) CN206189424U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107620301A (en) * 2017-09-12 2018-01-23 中国矿业大学(北京) A kind of geology bracing means

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107620301A (en) * 2017-09-12 2018-01-23 中国矿业大学(北京) A kind of geology bracing means

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170524

Termination date: 20171123

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