CN205501982U - Slope soft foundation reinforcement structure - Google Patents
Slope soft foundation reinforcement structure Download PDFInfo
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- CN205501982U CN205501982U CN201620342001.9U CN201620342001U CN205501982U CN 205501982 U CN205501982 U CN 205501982U CN 201620342001 U CN201620342001 U CN 201620342001U CN 205501982 U CN205501982 U CN 205501982U
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Abstract
The utility model belongs to the technical field of the building, concretely relates to slope soft foundation reinforcement structure, being listed as concrete pile A and one being listed as concrete pile B including one, be equipped with fixed pressing plate on the slope between concrete pile A and the concrete pile B, the last evenly distributed of fixed pressing plate has a plurality of level pressure holes, the downthehole reinforcement anchor that is equipped with of level pressure, and reinforcement anchor top is equipped with the barb, each concrete pile A between be equipped with spacing wall, the right angle waist of right trapezoid structure's spacing wall towards concrete pile B set up and the right angle waist of right trapezoid structure's spacing wall of each other parallel with concrete pile B, spacing surface on the wall and concrete pile A top flush, concrete pile A, concrete pile B and spacing square being equipped with on the wall tamp the layer, tamp and be equipped with the filling layer between layer and the fixed pressing plate, the utility model discloses the bearing capacity that enables the slope soft foundation increases, reduces slope soft foundation deformation, very big increase the stability of slope soft foundation.
Description
Technical field
This utility model belongs to technical field of buildings, is specifically related to a kind of sloped soft-soil foundation ruggedized construction.
Background technology
Nearly having 60% in the area of China is hills and mountain region, and i.e. a lot of Dou Shi slopes, soil, the constructing soil cubic meter of stone on the slope, is one of engineering problem the most universal in civil engineering construction.Sloped soft-soil foundation is a kind of special sloped ground, it is characterized in that ground top layer is the weakest, and bottom foundation surface or soft layer, there is certain cross fall, under embankment load action, soft layer produces the transversely deforming of downwardly directed side while producing compression, concentrate in the middle part of ground different from the deformation of horizontal soft foundation soft layer, the deformation of sloped soft-soil foundation soft layer concentrates near the toe of side, lower section, the shearing strain of side, lower section toe ground can be bigger, it is easier to causes foundation instability.Subgrade embankment on sloped weak ground refers to ground base system soft rock-soil, bearing capacity is relatively low, under filled load effect, ground can produce bigger horizontal distortion, the problem mainly solved when reinforcing sloped soft-soil foundation is in addition to embankment slope stability, and mainly embankment is together with the horizontal distortion of ground and downslide unstability.
In subgrade embankment on sloped weak ground frequently with scheme, such as gravel pile reinforcing structure, composite foundation structure etc., although the stability of Slope Weak Foundation can be improved to a certain extent, but still cannot guarantee that ground does not occur unstability disease.
Summary of the invention
This utility model is for the easy unstability of sloped ground embankment side slope in prior art, under filled load effect, ground easily produces the drawback of bigger horizontal distortion, provide a kind of sloped soft-soil foundation ruggedized construction, the concrete-pile A arranged and concrete-pile B provides firm support force to whole sloped soft-soil foundation ruggedized construction, fixed pressuring plate compresses soft layer, again by reinforcing anchor reinforcing, so that the deformation dispersion of whole sloped soft-soil foundation soft layer, reduce ground deformation, improve stability；The setting of graded broken stone layer makes the bearing capacity of sloped soft-soil foundation increase.
Goal of the invention of the present utility model is achieved through the following technical solutions: a kind of sloped soft-soil foundation ruggedized construction, including the string concrete-pile A being arranged on the weak sloped ground being made up of soft layer and hard basal layer and string concrete-pile B, concrete-pile A and concrete-pile B runs through soft layer and inserts hard basal layer, described concrete-pile A is arranged on bottom slope, concrete-pile B is arranged on top, slope, permutation concrete-pile A is parallel to each other with permutation concrete-pile B, concrete-pile A top and concrete-pile B top are positioned at same level height, the length of concrete-pile B is more than the half of concrete-pile A length；Slope between concrete-pile A and concrete-pile B is provided with fixed pressuring plate, some level pressure holes it are evenly distributed with on fixed pressuring plate, reinforcing anchor it is provided with in level pressure hole, reinforce anchor and run through the soft layer hard basal layer of insertion, reinforce anchor top and be provided with agnail, the setting of agnail makes reinforcing anchor be not easy to come off after inserting hard basal layer, makes structure the most firm, and described reinforcing anchor is that steel material makes；It is provided with spacing walls between described each concrete-pile A, spacing walls cross section is right-angled trapezium, the right angle waist of the spacing walls of ladder structure of right angle is parallel to each other with concrete-pile B towards the right angle waist of concrete-pile B setting and the spacing walls of ladder structure of right angle, spacing walls upper surface flushes with concrete-pile A top, and spacing walls lower end is arranged in hard basal layer；Described concrete-pile A, concrete-pile B and spacing walls are arranged over tamping layer, tamp and are provided with packed layer between layer and fixed pressuring plate.The setting of spacing walls, firmly can be limited in graded broken stone layer in sloped ground, it is to avoid graded broken stone fault position, and spacing walls is arranged to ladder structure of right angle, and structure can be made more stable.
Described packed layer includes some steel wires parallel to each other, is equipped with graded broken stone layer between steel wire, and the surrounding of steel wire described in adjacent two-layer is connected by vertical steel wire.
The aperture of steel wire is less than the particle diameter of graded broken stone.Prevent graded broken stone from passing in the hole of steel wire, thus avoid steel wire not reach the effect of due restriction graded broken stone.
Described steel wire is at least two-layer.
The cross section in described level pressure hole is inverted "convex" shape structure, and described reinforcing anchor tail end is provided with pressure strip.Time in level pressure hole on reinforcing anchor insertion fixed pressuring plate, reinforce the level pressure hole top half of the pressure strip press-in inverted "convex" shape structure of anchor tail end, fixed pressuring plate is tightly secured on the soft layer on slope, fixed pressuring plate is played good fixed effect by the hard basal layer reinforcing anchor insertion sloped ground, so that the stability raising that sloped ground is overall.The pressure strip reinforcing anchor tail end flushes with level pressure hole top edge, and the pressure strip reducing reinforcing anchor tail end is damaged by graded broken stone layer.
Compared with prior art, this utility model has the advantages that concrete-pile A that this utility model arranges and concrete-pile B provides firm support force to whole sloped soft-soil foundation ruggedized construction, fixed pressuring plate compresses soft layer, again by reinforcing anchor reinforcing, so that the deformation dispersion of whole sloped soft-soil foundation soft layer, reduce shearing strain, thus reduce ground deformation, improve stability；The setting of graded broken stone layer makes the bearing capacity of sloped soft-soil foundation increase；The setting of the spacing walls of ladder structure of right angle too increases the stability of graded broken stone layer, and graded broken stone layer uses the setting that steel wire surrounds, and again increases stability.
In sum, this utility model can make the bearing capacity of sloped soft-soil foundation increase, and reduces sloped soft-soil foundation deformation, significantly increases the stability of sloped soft-soil foundation.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation；
Fig. 2 is enlarged drawing at Figure 1A；
Fig. 3 is for reinforcing anchor structure enlarged drawing；
Labelling in figure: 1, soft layer, 2, hard basal layer, 3, concrete-pile A, 4, concrete-pile B, 5, fixed pressuring plate, 6, level pressure hole, 7, reinforce anchor, 8, agnail, 9, spacing walls, 10, tamp layer, 11, packed layer, 12, steel wire, 13, graded broken stone layer, 14, steel wire, 15, pressure strip.
Detailed description of the invention
Embodiment of the present utility model is described in further detail by 1-3 below in conjunction with the accompanying drawings:
Embodiment 1
As Figure 1-3, a kind of sloped soft-soil foundation ruggedized construction, including the string concrete-pile A3 being arranged on the weak sloped ground being made up of soft layer 1 and hard basal layer 2 and string concrete-pile B4, concrete-pile A3 and concrete-pile B4 runs through soft layer 1 and inserts hard basal layer 2, described concrete-pile A3 is arranged on bottom slope, concrete-pile B4 is arranged on top, slope, permutation concrete-pile A3 is parallel to each other with permutation concrete-pile B4, concrete-pile A3 top and concrete-pile B4 top are positioned at same level height, 2/3rds of a length of concrete-pile A3 length of concrete-pile B4；Slope between concrete-pile A3 and concrete-pile B4 is provided with fixed pressuring plate 5, level pressure hole 6 it is evenly distributed with on fixed pressuring plate 5, the cross section in described level pressure hole 6 is inverted "convex" shape structure, reinforcing anchor 7 it is provided with in level pressure hole 6, reinforce anchor 7 top and be provided with agnail 8, reinforcing anchor 7 tail end and be provided with pressure strip 15, described reinforcing anchor 7 makes for steel material；It is provided with spacing walls 9 between described each concrete-pile A3, spacing walls 9 cross section is right-angled trapezium, the right angle waist of the spacing walls 9 of ladder structure of right angle is parallel to each other with concrete-pile B4 towards the right angle waist of concrete-pile B4 setting and the spacing walls 9 of ladder structure of right angle, spacing walls 9 upper surface flushes with concrete-pile A3 top, and spacing walls 9 lower end is arranged in hard basal layer 2；Described concrete-pile A3, concrete-pile B4 and spacing walls 9 are arranged over tamping layer 10, tamp and are provided with packed layer 11 between layer 10 and fixed pressuring plate 5.Described packed layer 11 includes three layers of steel wire 12 parallel to each other, is equipped with graded broken stone layer 13 between steel wire 12, and the aperture of steel wire 12 is less than the particle diameter of graded broken stone.The surrounding of steel wire 12 described in adjacent two-layer is connected by vertical steel wire 14.
Specific embodiment described in literary composition is only to this utility model spirit explanation for example.Described specific embodiment can be made various amendment or supplements or use similar mode to substitute by this utility model person of ordinary skill in the field, but without departing from spirit of the present utility model or surmount scope defined in appended claims.
Claims (5)
1. a sloped soft-soil foundation ruggedized construction, string concrete-pile A(3 including being arranged on the weak sloped ground being made up of soft layer (1) and hard basal layer (2)) and string concrete-pile B(4), concrete-pile A and concrete-pile B runs through soft layer and inserts hard basal layer, described concrete-pile A is arranged on bottom slope, concrete-pile B is arranged on top, slope, permutation concrete-pile A is parallel to each other with permutation concrete-pile B, concrete-pile A top and concrete-pile B top are positioned at same level height, the length of concrete-pile B is more than the half of concrete-pile A length；Slope between concrete-pile A and concrete-pile B is provided with fixed pressuring plate (5), and fixed pressuring plate is evenly distributed with some level pressure holes (6), is provided with reinforcing anchor (7) in level pressure hole, reinforces anchor top and is provided with agnail (8)；It is provided with spacing walls (9) between described each concrete-pile A, spacing walls cross section is right-angled trapezium, the right angle waist of the spacing walls of ladder structure of right angle is parallel to each other with concrete-pile B towards the right angle waist of concrete-pile B setting and the spacing walls of ladder structure of right angle, spacing walls upper surface flushes with concrete-pile A top, and spacing walls lower end is arranged in hard basal layer；Described concrete-pile A, concrete-pile B and spacing walls are arranged over tamping layer (10), tamp and are provided with packed layer (11) between layer and fixed pressuring plate.
A kind of sloped soft-soil foundation ruggedized construction the most according to claim 1, it is characterized in that, described packed layer includes some steel wires (12) parallel to each other, being equipped with graded broken stone layer (13) between steel wire, the surrounding of steel wire described in adjacent two-layer is connected by vertical steel wire (14).
A kind of sloped soft-soil foundation ruggedized construction the most according to claim 2, it is characterised in that the aperture of steel wire is less than the particle diameter of graded broken stone.
4. according to a kind of sloped soft-soil foundation ruggedized construction described in Claims 2 or 3, it is characterised in that described steel wire is at least two-layer.
5., according to a kind of sloped soft-soil foundation ruggedized construction described in claim 1-3 any one, it is characterised in that the cross section in described level pressure hole is inverted "convex" shape structure, described reinforcing anchor tail end is provided with pressure strip (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620342001.9U CN205501982U (en) | 2016-04-20 | 2016-04-20 | Slope soft foundation reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620342001.9U CN205501982U (en) | 2016-04-20 | 2016-04-20 | Slope soft foundation reinforcement structure |
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| Publication Number | Publication Date |
|---|---|
| CN205501982U true CN205501982U (en) | 2016-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620342001.9U Expired - Fee Related CN205501982U (en) | 2016-04-20 | 2016-04-20 | Slope soft foundation reinforcement structure |
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| CN (1) | CN205501982U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100195A (en) * | 2017-06-26 | 2017-08-29 | 中铁十六局集团第三工程有限公司 | A kind of soft stratum spoil disposal area supporting and retaining system construction of prevention work structure |
| CN107620301A (en) * | 2017-09-12 | 2018-01-23 | 中国矿业大学(北京) | A kind of geology bracing means |
| CN111155508A (en) * | 2020-02-20 | 2020-05-15 | 中国电建集团贵阳勘测设计研究院有限公司 | Soft soil karst foundation reinforced structure |
-
2016
- 2016-04-20 CN CN201620342001.9U patent/CN205501982U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100195A (en) * | 2017-06-26 | 2017-08-29 | 中铁十六局集团第三工程有限公司 | A kind of soft stratum spoil disposal area supporting and retaining system construction of prevention work structure |
| CN107100195B (en) * | 2017-06-26 | 2023-01-31 | 中铁十六局集团第三工程有限公司 | Retaining protection construction structure for soft stratum waste residue field |
| CN107620301A (en) * | 2017-09-12 | 2018-01-23 | 中国矿业大学(北京) | A kind of geology bracing means |
| CN111155508A (en) * | 2020-02-20 | 2020-05-15 | 中国电建集团贵阳勘测设计研究院有限公司 | Soft soil karst foundation reinforced structure |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20160824 Termination date: 20210420 |