CN204626213U - A kind of road surface with soft subgrade whitewashing treating apparatus - Google Patents
A kind of road surface with soft subgrade whitewashing treating apparatus Download PDFInfo
- Publication number
- CN204626213U CN204626213U CN201520309622.2U CN201520309622U CN204626213U CN 204626213 U CN204626213 U CN 204626213U CN 201520309622 U CN201520309622 U CN 201520309622U CN 204626213 U CN204626213 U CN 204626213U
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- tank
- brill
- joint
- grouting pipe
- whitewashing
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- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The utility model discloses a kind of road surface with soft subgrade whitewashing treating apparatus, comprise brill tank, be arranged on the auxiliary wing below described brill tank, it is characterized in that: described brill tank is hollow-core construction, top is provided with joint, and movable chuck is arranged on above joint, and the described auxiliary wing is communicated with the hollow-core construction of boring tank, spraying material head above it, described spraying material head is provided with multiple material spraying hole; Be provided with above described brill tank and enclose lid, Grouting Pipe is arranged on encloses the face of covering, and is provided with expansion link between described Grouting Pipe and movable chuck, described Grouting Pipe, expansion link, runs through connection between movable chuck and joint; Column spinner is connected to and bores tank top.Driven by machinery and squeeze in weak soil and carry out material spray, make liquid curing-agent with soft foundation evenly mix, increase bearing capacity of foundation soil.The utility model mechanism design is reasonable, and speed of application is fast, and applicable popularization makes.
Description
Technical field
The utility model belongs to building machinery technical field, is specifically related to a kind of road surface with soft subgrade whitewashing treating apparatus.
Background technology
Weak soil refers generally to outward appearance based on grey, and natural void ratio is more than or equal to 1.0, and natural moisture content is greater than the fine grained soils of liquid limit.Comprise mud, mucky soil (Muddy Bottoms cohesive soil silt), peat, cumulosol etc.Mainly, compressibilty high, supporting capacity low mud deposit large by natural moisture content and the soil that a small amount of humus forms.Weak soil refers to the fine grained soils that natural moisture content is high, void ratio is large, compressibilty is high, shear strength is low of strand, lakes and marhshes, valley floor, river shoal deposition.Have that natural moisture content is high, natural void ratio is large, compressibilty is high, shear strength is low, the coefficient of consolidation is little, consolidation time is long, highly sensitive, perturbation large, bad hydraulic permeability, soil layer layered distribution are complicated, the features such as physico-mechanical properties difference is larger between each layer.
Shallow layer soft ground treatment technology has following several: (1) Sand-gravel-cushion Technioue, is generally used for roadbed filling lower ground section, requires that the sedimentation value of in use soft base does not affect expected design object.When arranging bed course, can adopt different materials as the case may be, conventional material has sand or gravel and dirt, also comprehensively can use process with geo-grid, rubble extrusion, Base with Sand Gravel Cushion.(2) cushion, in highway construction, run into water content higher, soft layer is more shallow, and is easy to excavate when being not suitable for material, generally takes to excavate cushion, comprises compressive setting comparatively large, even occurs the soft base that is out of shape and mire area.Process this ground, before excavation, draining protected working will be carried out, the material that is not suitable for excavated out is transported or processed, then back-filling in layers on request, the visual concrete condition sand of backfilling material, gravel, dirt or other appropriate materials.(3) squeeze method, when speedway is half congealed through water, fishpond and the strong mud location of darker mobility, often run into that water content is high, mud compressibilty is large, the soft base of silt clay and Underwater Soft Foundation etc., exclusion method can be adopted process to this kind of soft base.Exclusion method can be divided into two kinds again: one is jackstone exclusion, and another kind is blast exclusion.(5) additive method, when being cohesive soil for top layer, mixes people's additive in the cohesive soil of top layer, improves compression performance and the strength characteristics of ground, to protect the traveling of construction machinery.Also can reach the effect improving banket stable and consolidation simultaneously.Adding material is normally used is quicklime, hydrated lime and cement.Lime adding material is mixed and stirred or plantmix by scene, except reducing soil moisture content, producing except granule effect, As time goes on chemically consolidation can occur, make the change of clay component generation matter to by the soil of consolidation, thus promote soil stabilization.
In additive method, all need to increase additive in weak soil, improve compression performance and the strength characteristics of ground, for additive, some adding materials are normally used is quicklime, hydrated lime and cement, is more to adopt liquid curing-agent and weak soil to mix, and improves bearing capacity.At present, be directed to liquid curing-agent how with soft foundation evenly mix, be insoluble problem in engineering.
Summary of the invention
The utility model for above shortcoming, based on liquid curing-agent in solution treatment of soft foundation process how with soft foundation evenly the problem mixed.Propose a kind of road surface with soft subgrade whitewashing treating apparatus, this equipment mechanism is reasonable in design, is driven squeeze in weak soil and carry out material spray by machinery, make liquid curing-agent with soft foundation evenly mix, increase bearing capacity of foundation soil.
For realizing the purpose of this utility model, the technical solution adopted in the utility model is:
A kind of road surface with soft subgrade whitewashing treating apparatus, comprise brill tank, be arranged on the auxiliary wing below described brill tank, it is characterized in that: described brill tank is hollow-core construction, top is provided with joint, and movable chuck is arranged on above joint, and the described auxiliary wing is communicated with the hollow-core construction of boring tank, spraying material head above it, described spraying material head is provided with multiple material spraying hole; Be provided with above described brill tank and enclose lid, Grouting Pipe is arranged on encloses the face of covering, and is provided with expansion link between described Grouting Pipe and movable chuck, described Grouting Pipe, expansion link, runs through connection between movable chuck and joint; Column spinner is connected to and bores tank top.
Preferentially, described brill pot bottom is also vertically provided with stuff-spraying pipe.
Preferentially, enclose lid surrounding described in and be also provided with hanger.
Compared with prior art, advantage of the present utility model is as follows: driven by machinery and squeeze in weak soil and carry out material spray, make liquid curing-agent with soft foundation evenly mix, increase bearing capacity of foundation soil.The utility model mechanism design is reasonable, and speed of application is fast, is applicable to promoting the use of.
Accompanying drawing explanation
The following accompanying drawing by means of embodiment carries out brief description to the utility model now.In accompanying drawing:
Fig. 1 shows the structural layout plan of the utility model road surface with soft subgrade whitewashing treating apparatus;
Fig. 2 shows the utility model road surface with soft subgrade whitewashing treating apparatus elongation state schematic diagram;
Fig. 3 shows schematic diagram when the utility model is constructed.
In figure: 1, Grouting Pipe, 2, movable chuck, 3, enclose lid, 4, stuff-spraying pipe, 5, spraying material head, 6, material spraying hole, 7, the auxiliary wing, 8, bore tank, 9, joint, 10, hanger, 11, expansion link, 12, column spinner.
Detailed description of the invention
Below in conjunction with specific embodiment, the utility model is described in detail.Following examples will contribute to those skilled in the art and understand the utility model further, but not limit the utility model in any form.It should be pointed out that to those skilled in the art, without departing from the concept of the premise utility, some distortion and improvement can also be made.These all belong to protection domain of the present utility model.
Embodiment 1
A kind of road surface with soft subgrade whitewashing treating apparatus, comprise and bore tank 8, be arranged on the auxiliary wing 7 below described brill tank 8, described brill tank 8 is hollow-core construction, top is provided with joint 9, and movable chuck 2 is arranged on above joint 9, and the described auxiliary wing 7 is communicated with the hollow-core construction of boring tank 8, spraying material head 5 above it, described spraying material head 5 is provided with multiple material spraying hole 6; Be provided with above described brill tank 8 and enclose lid 3, Grouting Pipe 1 is arranged on encloses above lid 3, is provided with expansion link 11 between described Grouting Pipe 1 and movable chuck 2, described Grouting Pipe 1, expansion link 11, runs through connection between movable chuck 2 and joint 9; Column spinner 12 is connected to and bores tank 8 top.
In addition, in order to increase the degree of depth of this device process road surface with soft subgrade, bore bottom tank 8 and be also vertically provided with stuff-spraying pipe 4, stuff-spraying pipe 4 is vertical settings, can directly be sprayed downwards by hardening slurry.For the ease of construction, be convenient to device to be arranged on construction machinery, enclose lid 3 surrounding and be also provided with hanger 10.
This road surface with soft subgrade whitewashing treating apparatus disclosed in the utility model, construction method is such, this device is fixed on vehicle by hanger 10, the slowly movement of vehicle driving device, column spinner 12 drives to bore under tank 8 rotates and bores, owing to being the structure that have employed movable chuck 2, when boring tank 8 and rotating, it is fixed for enclosing lid 3, and expansion link 11 and then bores tank 8 and moves up and down.Bore tank 8 rotate and squeeze into soft base inside, hardening slurry is entered by Grouting Pipe 1, sequentially pass through expansion link 11, movable chuck 2 and joint 9 and enter brill tank 8 inside, under external pressure effect, hardening slurry is injected in soft base by material spraying hole 6 and mixes with weak soil, because brill tank 8 is atwirl, hardening slurry and soft base can be made evenly proportioning, improve bearing capacity of foundation soil.After having constructed, roll squeezer is adopted to be flattened on road surface.
Claims (3)
1. a road surface with soft subgrade whitewashing treating apparatus, comprise and bore tank (8), be arranged on the auxiliary wing (7) of described brill tank (8) below, it is characterized in that: described brill tank (8) is hollow-core construction, top is provided with joint (9), and movable chuck (2) is arranged on above joint (9), and the described auxiliary wing (7) is communicated with the hollow-core construction of boring tank (8), spraying material head (5) above it, described spraying material head (5) is provided with multiple material spraying hole (6); Described brill tank (8) top is provided with encloses lid (3), Grouting Pipe (1) is arranged on encloses above lid (3), be provided with expansion link (11) between described Grouting Pipe (1) and movable chuck (2), described Grouting Pipe (1), expansion link (11), between movable chuck (2) and joint (9), run through connection; Column spinner (12) is connected to and bores tank (8) top.
2. road surface with soft subgrade whitewashing treating apparatus according to claim 1, is characterized in that: described brill tank (8) bottom is also vertically provided with stuff-spraying pipe (4).
3. road surface with soft subgrade according to claim 1 whitewashing treating apparatus, is characterized in that: described in enclose lid (3) surrounding and be also provided with hanger (10).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520309622.2U CN204626213U (en) | 2015-05-13 | 2015-05-13 | A kind of road surface with soft subgrade whitewashing treating apparatus |
Applications Claiming Priority (1)
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CN201520309622.2U CN204626213U (en) | 2015-05-13 | 2015-05-13 | A kind of road surface with soft subgrade whitewashing treating apparatus |
Publications (1)
Publication Number | Publication Date |
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CN204626213U true CN204626213U (en) | 2015-09-09 |
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CN201520309622.2U Withdrawn - After Issue CN204626213U (en) | 2015-05-13 | 2015-05-13 | A kind of road surface with soft subgrade whitewashing treating apparatus |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104790282A (en) * | 2015-05-13 | 2015-07-22 | 浙江海洋学院 | Guniting processing device for pavements on soft foundations |
-
2015
- 2015-05-13 CN CN201520309622.2U patent/CN204626213U/en not_active Withdrawn - After Issue
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104790282A (en) * | 2015-05-13 | 2015-07-22 | 浙江海洋学院 | Guniting processing device for pavements on soft foundations |
CN104790282B (en) * | 2015-05-13 | 2017-01-04 | 浙江海洋学院 | A kind of road surface with soft subgrade whitewashing processing means |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
AV01 | Patent right actively abandoned |
Granted publication date: 20150909 Effective date of abandoning: 20161019 |
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C25 | Abandonment of patent right or utility model to avoid double patenting |