CN110644311A - Anti-settlement roadbed structure and construction method - Google Patents
Anti-settlement roadbed structure and construction method Download PDFInfo
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- CN110644311A CN110644311A CN201911045964.7A CN201911045964A CN110644311A CN 110644311 A CN110644311 A CN 110644311A CN 201911045964 A CN201911045964 A CN 201911045964A CN 110644311 A CN110644311 A CN 110644311A
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- 238000010276 construction Methods 0.000 title claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 83
- 239000010959 steel Substances 0.000 claims abstract description 83
- 239000002689 soil Substances 0.000 claims abstract description 49
- 239000004567 concrete Substances 0.000 claims abstract description 30
- 239000004576 sand Substances 0.000 claims abstract description 12
- 239000004571 lime Substances 0.000 claims description 16
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 14
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 14
- 239000004575 stone Substances 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 238000004140 cleaning Methods 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 239000000758 substrate Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 239000010426 asphalt Substances 0.000 claims 1
- 230000005484 gravity Effects 0.000 claims 1
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- 230000000694 effects Effects 0.000 abstract description 5
- 238000006073 displacement reaction Methods 0.000 abstract description 2
- 230000000149 penetrating effect Effects 0.000 abstract description 2
- 239000011159 matrix material Substances 0.000 description 5
- 238000004062 sedimentation Methods 0.000 description 5
- 230000005540 biological transmission Effects 0.000 description 3
- 238000005056 compaction Methods 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
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- 230000002787 reinforcement Effects 0.000 description 1
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- 239000002699 waste material Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/04—Foundations produced by soil stabilisation
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/006—Foundations for pavings made of prefabricated single units
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
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Abstract
The invention discloses an anti-settlement roadbed structure and a construction method thereof, wherein the anti-settlement roadbed structure comprises a base body, two sides of the base body are respectively provided with a slope module, a waterproof concrete triangular block is arranged below the slope module, and the base body consists of a gravel layer, an ash-rammed soil layer and a sand layer which are sequentially arranged from top to bottom; an anti-settling plate is horizontally arranged between the gravel layer and the lime-soil ramming layer, an anti-settling column is arranged in the middle of the bottom end of the anti-settling plate, and a high-strength steel strand is arranged at the bottom of the anti-settling column in a penetrating mode; the side slope module faces towards the middle position of one side of the anti-settling column and is provided with a side slope module joint, and the two ends of the high-strength steel strand are provided with steel strand connectors. Has the advantages that: the invention can make the roadbed soil body more compact, and has good effects of preventing settlement and preventing the lateral displacement of the soil body.
Description
Technical Field
The invention relates to the technical field of roadbed structures, in particular to an anti-settlement roadbed structure and a construction method.
Background
The roadbed is a strip-shaped structure which is used as a road foundation and is built according to a route position and a certain technical requirement, and is a linear structure built by soil or stones. When the roadbed is damaged by weather, hydrological conditions, human activities, geological movement and the like, the due firmness, stability and durability of the roadbed can be lost, the roadbed needs to be maintained frequently, time and labor are consumed, the waste of human resources is caused, the capital expenditure for roadbed maintenance is increased, the traffic and the use are hindered, and whether the roadbed can be normally used or not is directly related to roads and railways.
Aiming at the prior art, the roadbed is exposed in the external environment for a long time and is easy to be washed by rainwater, and the roadbed matrix is easy to be permeated by water and expanded or loosened to cause the instability of the roadbed. The road surface is easy to crack and sink, which is very unfavorable for driving safety. According to the technical standard of highway engineering published in 2014, roads are divided into five technical levels according to traffic volume. The vehicle speed can be divided into an expressway, an expressway and a common highway from the perspective of speed. The method is divided into national road, provincial road, county road, rural road and village road according to the administrative level. However, the settlement of the road subgrade is always a difficult problem, so that the service life of the road is greatly shortened, and a road structure for prolonging the service life of the road is improved.
Disclosure of Invention
In view of the problems in the prior art, the first object of the present invention is to provide a settlement-preventing roadbed structure with simple structure and practicality.
The second purpose of the invention is to provide a construction method of the anti-settlement road bed using the structure, which is simple to operate and use.
In order to achieve the first object, the invention adopts the following specific technical scheme:
the anti-settlement roadbed structure comprises a base body, wherein slope modules are respectively arranged on two sides of the base body, waterproof concrete triangular blocks are arranged below the slope modules, and the base body is composed of a gravel layer, a lime-soil ramming layer and a sand layer which are sequentially arranged from top to bottom;
an anti-settling plate is horizontally arranged between the gravel layer and the lime-soil ramming layer, an anti-settling column is arranged in the middle of the bottom end of the anti-settling plate, and a high-strength steel strand is arranged at the bottom of the anti-settling column in a penetrating mode;
the side slope module faces towards the middle position of one side of the anti-settling column and is provided with a side slope module joint, and the two ends of the high-strength steel strand are provided with steel strand connectors.
As an improvement, the anti-settling plate is formed by pouring reinforced concrete. Therefore, the anti-settling plate is firmer and has longer service life, and meanwhile, the anti-settling plate is more uniformly stressed due to the fact that the anti-settling plate is formed by binding longitudinal and transverse steel bars.
As an improvement, the anti-settling column is a solid iron column, the bottom end of the anti-settling column is of a cone structure, an anti-settling column hole is formed in the bottom of the anti-settling column, and the high-strength steel strand penetrates through the anti-settling column hole. Because the lower end of the anti-settling column is conical, the pressure on the soil body can be increased, and the high-strength steel strand is easier to bear force. Meanwhile, the anti-settling column can be prevented from being corroded by the waterproof material coated on the surface of the anti-settling column, so that the service life of the anti-settling column is prolonged.
As an improvement, a drainage pipeline is embedded at the bottom of the waterproof concrete triangular block. Because the inboard pipeline of base member is higher than the outside pipeline of base member to make things convenient for the outflow of base member internal water to receive the infringement in order to avoid the base member in soil, should set up the filter screen at the inboard drainage pipe mouth of base member simultaneously, can prevent that sand from blockking up drainage pipe leads to the internal soil of base member to subside in order to avoid the internal ponding of base member.
As an improvement, the high-strength steel strand is a whole steel strand, and two ends of the high-strength steel strand are respectively connected with the slope module joints. Therefore, the side slope module joint is connected with the stressed steel bars in the side slope module, the high-strength steel strand is prevented from falling under stress, meanwhile, the surface of the high-strength steel strand is coated with a waterproof material, so that the high-strength steel strand is prevented from being corroded to prevent the strength from being influenced, and the normal operation of the high-strength steel strand is ensured.
As an improvement, stress steel bars are arranged inside the side slope modules, and the side slope modules are formed by forming a frame by transverse steel bars and longitudinal steel bars and pouring concrete. Thereby make the side slope module more firm, can better bear the tensile force of high strength steel strand wires makes the inside compaction soil body of both sides side slope module, prevents that the soil body is not hard up, simultaneously the steel framework of side slope module comprises horizontal reinforcing bar and longitudinal reinforcement, and then can with the even dispersion of tensile force of high strength steel strand wires makes soil atress more even in the base member on transmitting the side slope module, has avoided the condition of warp to appear.
In order to achieve the second object, the invention adopts the following specific technical scheme:
a settlement-prevention roadbed construction method adopts the settlement-prevention roadbed structure construction, and comprises the following steps:
s1: cleaning a roadbed base;
s2: pouring the waterproof concrete triangular blocks after the templates and the drainage pipelines are installed, and after the concrete is solidified, coating waterproof materials on the surfaces of the waterproof concrete triangular blocks;
s3: filling sand and stone on the substrate, and compacting to form the sand and stone layer;
s4: filling and tamping lime soil on the sandstone layer to form a lime soil tamping soil layer, embedding the anti-settling column, and reserving an operation space for installing the high-strength steel strand at the position where the anti-settling column is embedded;
s5: installing a template of the side slope module on the lime soil ramming layer, fixing a steel bar framework, welding a joint of the side slope module on the steel bar framework, and then pouring concrete;
s6: after the slope module is solidified and meets the strength requirement, the high-strength steel strand penetrates through a settlement-preventing column hole at the bottom of the settlement-preventing column to be connected with the slope module joint, and is filled with lime soil to be tamped;
s7: mounting a steel bar framework of the anti-settling plate on the lime-soil rammed soil layer, and pouring concrete;
s8: and after the anti-settling plate is solidified, filling broken stones to form the broken stone layer, so that the upper surface of the broken stone layer is flush with the upper surface of the slope module.
As an improvement, the length of the high-strength steel strand in S6 is calculated by a trigonometric function formula according to the height of the roadbed and the width of the roadbed. Therefore, the length of the high-strength steel strand can be accurately calculated, construction is facilitated for a constructor, raw materials can be saved, and construction cost is reduced.
As an improvement, in the S7, it is required to ensure that the bottom surface of the anti-settling plate is perpendicular to the axial direction of the anti-settling column during construction. Therefore, when the anti-settling column moves downwards, the high-strength steel strand is uniformly stressed, and the pressure of the slope modules on the two sides of the anti-settling column to the base body is consistent, so that the anti-settling column is prevented from sliding in the lateral direction.
Compared with the prior art, the technical scheme provided by the invention at least has the following beneficial effects:
1. through the effect of car load, rubble layer load and other loads, prevent subsiding the vertical load of board to the soil body transmission to and prevent that the post that subsides passes through the pulling force of high strength steel strand wires to the side slope module transmission, can make the compacter of soil body, can effectively avoid the emergence of sinking.
2. The pipeline reserved at the bottom of the waterproof concrete triangular block can discharge water in the matrix in time so as to prevent the soil in the matrix from being damaged.
3. The lower end of the anti-settling column is conical, so that the pressure on a soil body can be increased, the high-strength steel strand is easier to bear, and meanwhile, the surface of the anti-settling column is coated with a waterproof material to prevent corrosion so as to prolong the service life of the anti-settling column.
Drawings
Fig. 1 is a schematic structural view of a settlement-preventing roadbed structure of example 1;
FIG. 2 is an enlarged view of a portion of FIG. 1 at A;
fig. 3 is a schematic structural diagram of a high-strength steel strand and slope module joint of the anti-settling roadbed structure in embodiment 1;
FIG. 4 is a schematic view showing the construction of a drainage pipeline of a settlement preventing roadbed structure in example 1;
fig. 5 is a flowchart of a method for constructing a settlement-preventing road foundation according to embodiment 2.
In the figure, 1-crushed stone layer; 2-ramming the soil layer with lime soil; 3-a sandy soil layer; 4-waterproof concrete triangular blocks; 5-anti-settling plate; 6-a slope module; 601-slope module joint; 602-steel strand connector; 7-anti-settling column; 8-high strength steel strand; 801-anti-settling column hole.
Detailed Description
For further explanation of the various embodiments, the drawings which form a part of the disclosure and which are incorporated in and constitute a part of this specification, illustrate embodiments and, together with the description, serve to explain the principles of operation of the embodiments, and to enable others of ordinary skill in the art to understand the various embodiments and advantages of the invention, and, by reference to these figures, reference is made to the accompanying drawings, which are not to scale and wherein like reference numerals generally refer to like elements.
The upper, lower, left or right aspects of the present invention are referred to in the drawings for convenience only.
Embodiment 1, see fig. 1-4, an anti-settling roadbed structure comprises a base body, wherein slope modules 6 are respectively arranged on two sides of the base body, waterproof concrete triangular blocks 4 are arranged below the slope modules 6, and the base body is composed of a gravel layer 1, a soil-lime rammed earth layer 2 and a sand layer 3 which are sequentially arranged from top to bottom;
an anti-settling plate 5 is horizontally arranged between the gravel layer 1 and the lime-soil ramming layer 2, an anti-settling column 7 is arranged in the middle of the bottom end of the anti-settling plate 5, and a high-strength steel strand 8 penetrates through the bottom of the anti-settling column 7;
the slope module 6 faces towards the middle position of one side of the anti-settling column 7, a slope module joint 601 is arranged, and steel strand connectors 602 are arranged at two ends of the high-strength steel strand 8.
In specific implementation, the anti-settling plate 5 is formed by pouring reinforced concrete.
During specific implementation, prevent that the sedimentation column 7 is solid iron prop, just prevent that the bottom of sedimentation column 7 is the centrum structure, prevent that the sedimentation column hole 801 has been seted up to the bottom of sedimentation column 7, just high strength steel strand wires 8 runs through prevent sedimentation column hole 801. The lower end of the anti-settling column 7 is conical, so that the pressure on a soil body can be increased, and the high-strength steel strand 8 is easier to bear force. The surface of the anti-settling column 7 should be coated with a waterproof material to prevent corrosion so as to prolong the service life of the anti-settling column.
In specific implementation, a drainage pipeline 401 is embedded at the bottom of the waterproof concrete triangular block 4. 4 bottoms of waterproof concrete triangle piece the drainage pipe 401 inclines slightly, and the inboard pipeline of base member is higher than the outside pipeline of base member to make things convenient for the outflow of base member internal water, should set up the filter screen at the inboard drainage pipe mouth of base member, prevent that sand from blockking up drainage pipe 401, the road bed both sides should also make the discharge measure, in order to prevent that external ponding from flowing backwards into the base member.
In specific implementation, the high-strength steel strand 8 is a whole steel strand, and both ends of the high-strength steel strand 8 are connected with the slope module joint 601 respectively. The strength of the high-strength steel strand 8 must meet the requirement, the high-strength steel strand 8 and the slope module joint 601 are bound and connected through the steel strand connector 602, the slope module joint 601 should be connected with the stressed steel bars in the slope module 6 to prevent the stressed steel bars from falling off, and the high-strength steel strand 8 should be coated with waterproof materials to prevent corrosion and influence on the strength.
During specific implementation, stress steel bars are arranged inside the side slope module 6, and the side slope module 6 is formed by forming a frame by transverse steel bars and longitudinal steel bars and pouring concrete. When the high-strength steel strand 8 is stressed and tensioned, the slope module 6 is drawn close to the inside of the matrix, and soil is compacted.
Embodiment 2, referring to fig. 5, a method for constructing a settlement-preventing roadbed, which adopts the construction of the settlement-preventing roadbed structure in embodiment 1; the method comprises the following steps:
s1: cleaning a roadbed base;
s2: after the template and the drainage pipeline 401 are installed, pouring of the waterproof concrete triangular block 4 is carried out, and after concrete is solidified, a waterproof material is coated on the surface of the waterproof concrete triangular block 4;
s3: filling sand and stone on the substrate, and compacting to form the sand and stone layer 3;
s4: filling lime soil on the sandstone layer 3 and tamping to form a lime soil tamping soil layer 2, embedding the anti-settling column 7, and reserving an operation space for installing the high-strength steel strand 8 at the position where the anti-settling column 7 is embedded;
s5: installing the template of the side slope module 6 on the lime soil ramming layer 2, fixing a steel bar framework, welding the side slope module joint 601 on the steel bar framework, and then pouring concrete;
s6: after the slope module 6 is solidified to meet the strength requirement, the high-strength steel strand 8 penetrates through a settlement-preventing column hole 801 at the bottom of the settlement-preventing column 7 to be connected with the slope module joint 601, and is filled with soil and tamped;
specifically, the length of the high-strength steel strand 8 should be calculated by a trigonometric function formula according to the height of the roadbed and the width of the roadbed.
S7: installing a steel bar framework of the anti-settling plate 5 on the lime soil ramming layer 2, and pouring concrete;
specifically, the bottom surface of the anti-settling plate 5 needs to be ensured to be perpendicular to the axial direction of the anti-settling column 7 during construction.
S8: and after the anti-settling plate 5 is solidified, filling broken stones to form the broken stone layer 1, so that the upper surface of the broken stone layer 1 is flush with the upper surface of the side slope module 6.
The working principle of the invention is as follows: through the current vehicle load in road surface, soil body dead weight load and other loads load prevent on the settlement plate 5, prevent that settlement plate 5 has the compaction effect to the soil of below, prevent simultaneously that settlement plate 5 transmits the load to the below be connected prevent on the settlement post 7, prevent that settlement post 7 moves down, transmit power to high strength steel strand wires 8 on, make high strength steel strand wires 8 atress taut, the side slope module 6 of tensioning force transmission to the base member both sides along high strength steel strand wires 8, make side slope module 6 draw close to in the base member, thereby the compaction soil body, when meetting rainy day, drainage pipe 401 that waterproof concrete triangle block 4 bottom was reserved can let the interior water of base member in time discharge, receive the infringement with soil in the base member.
In summary, by means of the technical scheme, different from the other roadbed structures which are integrated concrete buildings, the roadbed structure is provided with the anti-settlement plates, the anti-settlement columns, the steel strands and the side slope modules, when the steel strands are stressed and tensioned, the side slope modules are drawn close to the inside of the matrix, soil bodies are compacted, the roadbed soil bodies can be compacted, and the roadbed structure has good effects of preventing settlement and preventing lateral displacement of the soil bodies.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (9)
1. The anti-settlement roadbed structure comprises a base body, and is characterized in that slope modules (6) are respectively arranged on two sides of the base body, waterproof concrete triangular blocks (4) are arranged below the slope modules (6), and the base body is composed of a gravel layer (1), a soil-lime rammed layer (2) and a sand layer (3) which are sequentially arranged from top to bottom;
an anti-settling plate (5) is horizontally arranged between the gravel layer (1) and the lime-soil ramming layer (2), an anti-settling column (7) is arranged in the middle of the bottom end of the anti-settling plate (5), and a high-strength steel strand (8) penetrates through the bottom of the anti-settling column (7);
the side slope module (6) faces towards the middle position of one side of the anti-settling column (7) and is provided with a side slope module joint (601), and the two ends of the high-strength steel strand (8) are provided with steel strand connectors (602).
2. Anti-settlement roadbed structure according to claim 1, characterized in that the anti-settlement plates (5) are cast from reinforced concrete.
3. The anti-settling roadbed structure according to claim 2, wherein the anti-settling column (7) is a solid iron column, the bottom end of the anti-settling column (7) is a cone structure, an anti-settling column hole (801) is formed in the bottom of the anti-settling column (7), and the high-strength steel strand (8) penetrates through the anti-settling column hole (801).
4. The anti-settlement roadbed structure according to claim 3, wherein a drainage pipeline (401) is embedded at the bottom of the waterproof concrete triangular block (4).
5. The anti-settling roadbed structure according to claim 4, wherein the high-strength steel strand (8) is a whole steel strand, and both ends of the high-strength steel strand (8) are respectively connected with the slope module joints (601).
6. The anti-settlement roadbed structure according to claim 5, wherein the slope modules (6) are internally provided with stressed steel bars, and the slope modules (6) are formed by forming a frame by transverse steel bars and longitudinal steel bars and then pouring concrete.
7. A method for constructing a settlement-preventing roadbed, which is used for the construction of the settlement-preventing roadbed structure as claimed in claim 6, the method comprising the steps of:
s1: cleaning a roadbed base;
s2: pouring the waterproof concrete triangular blocks (4) after the templates and the drainage pipelines (401) are installed, and smearing waterproof materials on the surfaces of the waterproof concrete triangular blocks (4) after concrete is solidified; the waterproof material can be water-based asphalt-based waterproof paint.
S3: filling sand in the substrate and compacting to form the sand stone layer (3);
s4: filling lime soil on the sandstone layer (3) and tamping to form a lime soil tamping layer (2), embedding the anti-settling column (7), and reserving an operation space for installing the high-strength steel strand (8) at the position where the anti-settling column (7) is embedded;
s5: installing templates of the side slope modules (6) on the lime soil ramming layer (2), fixing a steel bar framework, welding the side slope module joints (601) on the steel bar framework, and then pouring concrete; the angle of the side slope module is consistent with the gradient of the roadbed side slope.
S6: after the side slope module (6) is solidified to meet the strength requirement, the high-strength steel strand (8) penetrates through an anti-settling column hole (801) at the bottom of the anti-settling column (7) to be connected with the side slope module joint (601), the steel strand is in a tensioned state by utilizing the gravity of the anti-settling plate and the anti-settling column, and the steel strand is filled with lime soil and tamped;
s7: installing a steel bar framework of the anti-settling plate (5) on the lime soil ramming layer (2), and pouring concrete;
s8: and after the anti-settling plate (5) is solidified, filling broken stones to form the gravel layer (1), so that the upper surface of the gravel layer (1) is flush with the upper surface of the side slope module (6).
8. The method for constructing the anti-settling subgrade according to the claim 7, wherein the length of the high-strength steel strand (8) in the step S6 is calculated according to the height of the subgrade and the width of the subgrade through a trigonometric function formula.
9. The method for constructing a settlement-preventing road foundation as claimed in claim 7, wherein the step S7 is performed to ensure that the bottom surface of the settlement-preventing plate (5) is perpendicular to the axial direction of the settlement-preventing pillar (7).
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| CN201911045964.7A CN110644311A (en) | 2019-10-30 | 2019-10-30 | Anti-settlement roadbed structure and construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111663393A (en) * | 2020-07-23 | 2020-09-15 | 贵州大学 | High-fill anti-settlement roadbed structure and construction method |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2123091C1 (en) * | 1995-10-18 | 1998-12-10 | Пензенская государственная архитектурно-строительная академия | Foundation for metal column, method of foundation construction and alignment |
| CN102352582A (en) * | 2011-08-15 | 2012-02-15 | 铁道第三勘察设计院集团有限公司 | Reinforced soil-cement pile strengthening structure of railway roadbed |
| CN102926304A (en) * | 2012-11-28 | 2013-02-13 | 中铁第四勘察设计院集团有限公司 | Reinforcement method and reinforcement structure for treating railway soft soil roadbed settlement overweight before operation |
| CN103290751A (en) * | 2013-06-13 | 2013-09-11 | 铁道第三勘察设计院集团有限公司 | Roadbed reinforcement structure of oblique anchor cable cement earth pile |
| CN103790079A (en) * | 2014-03-05 | 2014-05-14 | 中南大学 | Roadbed prestress reinforcing and strengthening method |
| CN207552830U (en) * | 2017-12-01 | 2018-06-29 | 王学远 | A kind of Anti-settling device of highway subgrade |
| CN207714057U (en) * | 2018-01-03 | 2018-08-10 | 河北建筑工程学院 | A kind of anti-settling road structure |
| KR20190006665A (en) * | 2017-07-11 | 2019-01-21 | 한국철도기술연구원 | Slope face adjusting constructor of embanking roadbed for railway track, and construction method for the same |
| CN209323291U (en) * | 2018-11-07 | 2019-08-30 | 安徽恒通交通工程有限公司 | A kind of anti-settling road structure |
| CN211368255U (en) * | 2019-10-30 | 2020-08-28 | 贵州大学 | Prevent subsiding roadbed structure |
-
2019
- 2019-10-30 CN CN201911045964.7A patent/CN110644311A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2123091C1 (en) * | 1995-10-18 | 1998-12-10 | Пензенская государственная архитектурно-строительная академия | Foundation for metal column, method of foundation construction and alignment |
| CN102352582A (en) * | 2011-08-15 | 2012-02-15 | 铁道第三勘察设计院集团有限公司 | Reinforced soil-cement pile strengthening structure of railway roadbed |
| CN102926304A (en) * | 2012-11-28 | 2013-02-13 | 中铁第四勘察设计院集团有限公司 | Reinforcement method and reinforcement structure for treating railway soft soil roadbed settlement overweight before operation |
| CN103290751A (en) * | 2013-06-13 | 2013-09-11 | 铁道第三勘察设计院集团有限公司 | Roadbed reinforcement structure of oblique anchor cable cement earth pile |
| CN103790079A (en) * | 2014-03-05 | 2014-05-14 | 中南大学 | Roadbed prestress reinforcing and strengthening method |
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| CN207714057U (en) * | 2018-01-03 | 2018-08-10 | 河北建筑工程学院 | A kind of anti-settling road structure |
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| CN211368255U (en) * | 2019-10-30 | 2020-08-28 | 贵州大学 | Prevent subsiding roadbed structure |
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| CN111663393A (en) * | 2020-07-23 | 2020-09-15 | 贵州大学 | High-fill anti-settlement roadbed structure and construction method |
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