CN113897905A - Anti-freezing embedded type near-water retaining wall structure and construction method - Google Patents
Anti-freezing embedded type near-water retaining wall structure and construction method Download PDFInfo
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- CN113897905A CN113897905A CN202111214275.1A CN202111214275A CN113897905A CN 113897905 A CN113897905 A CN 113897905A CN 202111214275 A CN202111214275 A CN 202111214275A CN 113897905 A CN113897905 A CN 113897905A
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- 238000007710 freezing Methods 0.000 title claims abstract description 17
- 238000010276 construction Methods 0.000 title claims abstract description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 16
- 239000002689 soil Substances 0.000 claims abstract description 73
- 230000006378 damage Effects 0.000 claims abstract description 22
- 230000001932 seasonal effect Effects 0.000 claims abstract description 5
- 239000004567 concrete Substances 0.000 claims description 15
- 239000010438 granite Substances 0.000 claims description 11
- 239000003566 sealing material Substances 0.000 claims description 10
- 230000002265 prevention Effects 0.000 claims description 8
- 238000009415 formwork Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 6
- 239000011150 reinforced concrete Substances 0.000 claims description 6
- 230000010485 coping Effects 0.000 claims description 5
- 230000001681 protective effect Effects 0.000 claims description 5
- 238000004873 anchoring Methods 0.000 claims description 3
- 208000001034 Frostbite Diseases 0.000 claims description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 2
- 239000000945 filler Substances 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 claims description 2
- 238000006073 displacement reaction Methods 0.000 abstract description 17
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 2
- 230000002035 prolonged effect Effects 0.000 abstract description 2
- 230000003068 static effect Effects 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 20
- 230000008014 freezing Effects 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 238000009412 basement excavation Methods 0.000 description 5
- 229910001220 stainless steel Inorganic materials 0.000 description 3
- 239000010935 stainless steel Substances 0.000 description 3
- 208000027418 Wounds and injury Diseases 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 230000009746 freeze damage Effects 0.000 description 2
- 208000014674 injury Diseases 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 108010053481 Antifreeze Proteins Proteins 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 230000002528 anti-freeze Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000010835 comparative analysis Methods 0.000 description 1
- 239000008358 core component Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000007847 structural defect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Architecture (AREA)
- Hydrology & Water Resources (AREA)
- Retaining Walls (AREA)
Abstract
An anti-freezing embedded type near-water retaining wall structure comprises a foundation cushion layer, a foundation beam and a retaining wall body, wherein a gentle slope soil body with the gradient of 20-45 degrees is arranged in front of the retaining wall body, the gentle slope soil body and a wall rear soil body are the same in filling and thickness, and the top end of the gentle slope soil body is flush with the upper surface of the wall rear soil body; the retaining wall body is buried deeply to penetrate through the seasonal frozen soil layer and is embedded into the unfrozen soil layer. Opposite frost heaving forces generated by front and back equal-thickness frozen soil layers of the retaining wall body are mutually offset to form a static balance stress system, so that the retaining wall body is balanced, upright and stable, no horizontal frost heaving displacement is generated, frost damages such as inclination, crack and collapse of the retaining wall structure caused by the frost heaving horizontal displacement are avoided, the service life of the retaining wall structure is prolonged, the construction cost and later maintenance reinforcement or reconstruction funds are greatly saved, and the basic requirements for constructing a conservation-minded society are met.
Description
Technical Field
The invention belongs to the technical field of engineering frost damage prevention, and particularly relates to a frost damage prevention near-water retaining wall structure.
Background
At present, near-water cantilever high-wall protection structures of lakes, reservoirs and the like in domestic seasonal frozen areas are pushed by frost heaving stress generated by frost heaving of frozen soil behind walls, and frost heaving horizontal displacement frost damages are generated. The method is characterized in that frost damage such as inclination, crack and even collapse of the high retaining wall structure in water caused by excessive frost heaving and horizontal displacement. The damage of the freezing injury influences the normal use function of the retaining wall structure in the service period. Such freeze injury is highly prevalent in frozen soil areas in China. The method is usually adopted to remove and rebuild when freezing damage occurs, a temporary cofferdam needs to be built when water is not drained and rebuilt, and the generated earth and rock volume is huge; otherwise, the lake water is drained, and the waste of water resources is larger. Both of them have great economic loss and bring environmental pollution. Even the rebuilt near-water retaining wall can still be frozen during cold period.
Disclosure of Invention
In view of the problems of serious economic loss and environmental pollution of the conventional disposal methods mentioned in the background art, the invention aims to provide a frost damage prevention retaining wall structure with long service life and low cost.
The second purpose of the invention is to provide a construction method of the anti-freezing embedded type near-water retaining wall, which has reliable process and high construction efficiency.
In order to achieve the above object, the present invention provides an anti-freeze embedded type near-water retaining wall structure, which comprises a foundation cushion layer, a foundation beam and a retaining wall body, and is characterized in that: the front of the retaining wall body is a gentle slope soil body with the gradient of 20-45 degrees, the gentle slope soil body and the wall rear soil body are the same in filler and thickness, and the top end of the gentle slope soil body is flush with the upper surface of the wall rear soil body; the protecting wall body is buried deeply to penetrate through the seasonal frozen soil layer and is embedded into the unfrozen soil layer; the gentle slope soil body is provided with a guard plate, the ground tile blocks are paved on the soil body behind the wall, and the guard wall body is paved with a coping.
Furthermore, the retaining wall body and the foundation beam are provided with a vertical telescopic seam with the width of 0.01m every 15m along the length direction, and SBS modified sealing materials are embedded in the vertical telescopic seam.
Furthermore, the width of the guard plate is 0.6m, a gap of 0.01m is reserved at the contact position of the guard plate and the guard wall body, and SBS modified sealing materials are embedded in the gap.
Furthermore, a gap of 5mm is reserved between the guard plates, and SBS modified sealing materials are embedded in the gap.
Furthermore, a guardrail is arranged on the retaining wall body.
Furthermore, the material of the retaining wall body is reinforced concrete with the strength of C20-C40, and the wall thickness is 0.8 m.
A construction method of an anti-freezing embedded type near-water retaining wall structure is characterized by comprising the following construction steps:
1. excavating foundation trench earthwork in sections according to the distance of 15m between the vertical expansion joints of the embedded type retaining wall body;
2. the foundation beam and the reinforcing steel bars of the embedded type retaining wall body are drawn, positioned and bound according to the designed interval, so that the purposes of horizontal, vertical, reasonable joint, in-place anchoring and correct position are achieved;
3. setting a foundation beam and an embedded type protective wall by paying off and erecting a formwork, and reinforcing a template by adopting longitudinal and transverse square ridges and oblique square ridges;
4. the cushion concrete is cured to the specified strength, and a foundation beam can be constructed on the cushion concrete; the concrete of the foundation beam and the retaining wall body is continuously poured in layers;
5. filling similar soil materials into the soil body of the gentle slope in front of the retaining wall body and the soil body behind the retaining wall body, and symmetrically backfilling in a layered tamping mode;
6. the hanging wire paved gentle slope soil body surface is provided with the granite guard plate, the longitudinal and transverse gaps are consistent in width, smooth in longitudinal and transverse direction and straight, compacted and paved, smooth in slope and full in gap embedding, and the floor tiles behind the wall are constructed according to the standards.
According to the cantilever high retaining wall, the two sides of the retaining wall body are both filled with soil for constraint, and the thicknesses of materials are the same, so that the structural defects that the traditional cantilever high retaining wall filled with soil only on one side behind the wall is unstable and is easy to generate horizontal displacement and freeze damage are overcome. Opposite flat frost heaving forces generated by frozen soil layers with the same thickness at the front and the back of the retaining wall body are mutually offset to form a static balance stress system, so that the retaining wall body is balanced, upright and stable, no horizontal frost heaving displacement is generated, the freezing injury such as inclination, crack and collapse of the retaining wall structure caused by the frost heaving flat displacement is avoided, the service life of the retaining wall structure is prolonged, only cheap filling soil for the gentle slope in front of the wall is filled, the construction cost and the later maintenance reinforcement or reconstruction fund are greatly saved, and the basic requirements for constructing a conservation-minded society are met.
Drawings
Fig. 1 is a schematic structural view of the present invention.
Detailed Description
Referring to fig. 1, the concrete embodiment of the invention is that a reinforced concrete foundation beam 3 is poured on a plain concrete foundation bed course 2 in an excavated foundation trench 1, a reinforced concrete retaining wall body 4 is poured on the reinforced concrete foundation beam, a vertical expansion joint with the width of 0.01m is arranged at intervals of 15m along the length direction of the retaining wall body 4 and the foundation beam, and SBS modified sealing materials are embedded in the vertical expansion joint. The method comprises the following steps of (1) compacting and filling a gentle slope soil body 5 in a layering manner on the upstream surface in front of a retaining wall body, and simultaneously compacting and filling a wall-building rear soil body 6 in a layering manner; and paving a prefabricated granite guard plate 7 on a gentle slope soil body, reserving a gap of 5mm between the guard plates, and inlaying the gap by using SBS sealing materials. The gap of 0.01m is reserved with the 4 contact departments of revetment body to backplate 7, prevents that the backplate expend with heat and contract with cold and damages the backplate top, perhaps jack-up the backplate top, causes the bank protection infiltration, reduces and prevents frostbite and harm the effect. And paving a stone plate coping 8 on the retaining wall body, arranging a stainless steel safety guardrail 9 on the coping, and paving floor tile blocks 10 on the filled wall back soil body. The gentle slope granite backplate face guide ice lid 11 climbs on making the ice lid fracture before the wall, eliminates the pressure of ice lid to the gentle slope. And 12 is an unfrozen water area under the ice cover. 13 is a soil freezing deep line, and a non-frozen soil layer 14 is arranged below the freezing deep line, H4The freezing depth of the regional season frozen soil. Sigma is the frozen expansion force of frozen soil on the back surface of the retaining wall body, and sigma' is the frozen expansion force of frozen soil on the gentle slope soil body on the front surface of the retaining wall body, and the two are opposite in direction and the retaining wall is balanced and upright when the two are equal in size. Because the gentle slope soil body 5 and the soil body 6 behind the wall are the same type of filling soil, the freezing depth (thickness H of frozen soil layer) when the soil is frozen4) The freezing and expanding forces generated in the front and the back of the retaining wall body are equal, but opposite.
The gentle slopeThe top end of the soil body is flush with the upper surface of the soil body behind the wall. H1The thickness of the plain concrete foundation mat layer as the retaining wall body is 0.1m, B1The width of the cushion layer is 1.2m, B2The cushion is a size wider than each side of the foundation beam by 0.1 m. H2The height of the reinforced concrete foundation beam arranged below the retaining wall body is 0.6m, and B3The width of the foundation beam is 1m, B4The foundation beam is wider than each side of the retaining wall body by 0.1 m. The wall protecting body is a core component of the invention, the buried depth of the wall protecting body is to penetrate through a seasonal frozen soil layer and be embedded into an unfrozen soil layer, and the height of the wall is H3+H4+H5，H3The height of the wall section embedded into the unfrozen soil layer for the retaining wall body is selected to be 0.6m and H4The wall section height of the retaining wall body in the frozen soil layer is equal to the thickness of the regional frozen soil layer, namely the maximum freezing depth of the regional frozen soil. Other domestic frozen soil areas should be selected according to the maximum freezing depth of the local area. H5The height of the wall body above the soil body exposed out of the wall is 0.3 m. B is5The thickness of the retaining wall body is selected to be 0.8 m. H6The thickness of the top of the stone plate for the top of the protective wall body is 0.3 m. B is6The capping width was 1 m. B is7Each side is wider by 0.05m for the size of each side of the coping wider than the retaining wall body. H7The height of the safety barrier at the top of the protective wall is 1.2m, and a dense barrier stainless steel tube handrail is adopted. H8The thickness of the granite guard plate paved on the gentle slope soil body is 0.1m, the width of the prefabricated granite guard plate is 0.6m, a gap of 0.01m is reserved at the contact part of the prefabricated granite guard plate and the wall body so as to meet the deformation requirement of the granite guard plate, and SBS sealing materials are embedded in the gap. H9The thickness of the floor tile block paved on the soil body behind the wall comprises 0.2m of the total thickness of the base layer.
The construction process of the invention is as follows:
1. and excavating foundation trench earthwork in sections according to the distance of 15m between the expansion joints of the retaining wall body, wherein manual or mechanical excavation can be selected. And reserving a foundation beam construction working surface during excavation, and putting a slope for excavation to ensure the construction safety in the groove. The groove depth and the groove width are measured at any time in the excavation process so as to meet the construction requirements. After the earth excavation of each groove section is finished, foundation beam cushion concrete is poured immediately, and the influence of 'groove airing' on the bearing capacity of the foundation is avoided.
2. Various materials and equipment are stacked nearby the edge of the conveying and supporting groove, so that the conveying distance is reduced, and the construction efficiency is improved.
3. The main reinforcement and the stirrup of the foundation beam steel bar are required to be lined, positioned and bound according to the designed interval, and the supporting pad and the protective layer cushion block are fixed well. Vertical and horizontal steel bars of the retaining wall body are required to be drawn, positioned and bound according to the designed interval, so that the retaining wall is horizontal, flat and vertical, and the vertical steel bars are anchored into the foundation beam strictly according to the anchoring requirement. The joint positions of the longitudinal steel bars of the foundation beam and the vertical and horizontal steel bars of the retaining wall body are staggered, and the number of the joints of the steel bars in the same connecting section is strictly forbidden to exceed the limit. The concrete is vibrated while avoiding the steel bars from being touched.
4. The foundation beam and the retaining wall body adopt a steel-wood combined template formwork. Before the formwork is supported, the formwork side line is accurately released on the base layer, and the formwork is supported according to the line. In order to ensure the correct position of the template, longitudinal and transverse square ridges and inclined strut square ridges are adopted to reinforce the template, and the template of the retaining wall body is additionally provided with counter-pull bolts for fixing, so that the template is firm and the geometric dimension is accurate.
5. After the foundation beam cushion layer concrete is poured, the foundation beam cushion layer concrete is maintained to the specified strength, and beam steel bars and a mounting template can be bound on the foundation beam cushion layer concrete. The concrete of the foundation beam and the retaining wall body is required to be continuously poured in layers without leaving construction joints. And after pouring, the template can be disassembled after the template is maintained until the template removal strength is reached.
6. And the gentle slope soil body in front of the retaining wall body and the soil body behind the wall are symmetrically backfilled at the same time. And selecting the same soil material to be filled in a layered tamping mode. Weeds and organic substances in the soil should be removed during the filling process.
7. And (3) paving the granite guard plate on the gentle slope soil body surface by hanging wires, and adjusting the longitudinal and transverse gaps to achieve consistent width, smooth longitudinal and transverse, compaction and paving and smooth slope. SBS sealing material is embedded in gaps between the granite guard plates and gaps at joints of the granite guard plates and walls. The paving of the floor tiles on the soil body behind the wall should be carried out according to the above technical standards.
8. The vertical rods of the stainless steel railings are firmly embedded in the wall and are longitudinally lined. The welding seam of the upright stanchion and the handrail should be fully welded, so as to ensure safety and reliability.
Comparative analysis test example
By comparing the frost heaving level displacement frost damage degree of the high retaining wall of the lake shore in the center of the Changchun sculpture park and the embedded retaining wall which is reconstructed according to all the original sites at the later stage of the invention, the embedded retaining wall is not damaged by frost heaving level displacement frost damage after being built. Six observation points (D) at the same position on the following two kinds of guard walls1～D6) And comparing the measured values of the frost heaving level displacement. The frost heave horizontal displacement is measured on the same position of two walls at the same place and different time. The central lake bank of the sculpture park in 2008 is still of a cantilever high retaining wall structure, and then (after 8 years), the frost heaving and horizontal displacement of different observation points of the retaining wall is measured to be large, the mean value reaches 33mm (see table 1), the allowable deformation capacity of the wall is exceeded, and frost heaving and horizontal displacement frost damage such as inclination, cracks, local collapse and the like is generated. The cantilever high retaining wall of the central lake bank of the sculpture park is completely reconstructed into the embedded type retaining wall structure in 2011, and frost heaving level displacement measurement of the embedded type retaining wall in the same section as the old address of the original cantilever high retaining wall in 2014, 2017 and 2021 by the invention groups shows that: the frost heaving horizontal displacement of the embedded type retaining wall is very small, the average value is only 2.33 mm-2.83 mm (see table 1), and the deformation of the wall is allowed. The embedded type retaining wall is tested to be complete in entity without freezing damage such as inclination, crack or collapse. The frost heaving horizontal displacement measurement test is completed by a rigid ruler precision distance measurement method.
Comparison of frost heaving level displacement and frost damage degree of embedded type retaining wall structure and cantilever high retaining wall structure
Claims (7)
1. The utility model provides a prevent frostbite and bury formula face water revetment structure, includes foundation mat layer, foundation beam, revetment body, its characterized in that: the front of the retaining wall body is a gentle slope soil body with the gradient of 20-45 degrees, the gentle slope soil body and the wall rear soil body are the same in filler and thickness, and the top end of the gentle slope soil body is flush with the upper surface of the wall rear soil body; the protecting wall body is buried deeply to penetrate through the seasonal frozen soil layer and is embedded into the unfrozen soil layer; the gentle slope soil body is provided with a guard plate, the ground tile blocks are paved on the soil body behind the wall, and the guard wall body is paved with a coping.
2. The frost damage prevention buried type waterside retaining wall structure according to claim 1, wherein: the wall protection body and the foundation beam are provided with vertical expansion joints every 15m along the length direction, the joint width is 0.01m, and SBS modified sealing materials are embedded.
3. The frost damage prevention buried type waterside retaining wall structure according to claim 1, wherein: the width of the guard plate is 0.6m, a gap of 0.01m is reserved at the contact part of the guard plate and the guard wall body, and an SBS modified sealing material is embedded in the gap.
4. The frost damage prevention buried type waterside retaining wall structure according to claim 1, wherein: 5mm gaps are reserved among the guard plates, and SBS modified sealing materials are embedded in the gaps.
5. The frost damage prevention buried type waterside retaining wall structure according to claim 1, wherein: the guardrail is arranged on the protective wall body.
6. The frost damage prevention buried type waterside retaining wall structure according to claim 1, wherein: the retaining wall body is made of reinforced concrete with the strength of C20-C40, and the wall thickness is 0.8 m.
7. A construction method of an anti-freezing embedded type near-water retaining wall structure is characterized by comprising the following construction steps:
1) excavating foundation trench earthwork in sections according to the distance of 15m between the vertical expansion joints of the embedded type retaining wall body;
2) the foundation beam and the reinforcing steel bars of the embedded type retaining wall body are drawn, positioned and bound according to the designed interval, so that the purposes of horizontal and vertical property, reasonable joint, in-place anchoring and correct position are achieved;
3) setting a foundation beam and an embedded type protective wall by paying off and erecting a formwork, and reinforcing a template by adopting longitudinal and transverse square ridges and oblique square ridges;
4) the cushion concrete is cured to the specified strength, and a foundation beam can be constructed on the cushion concrete; the concrete of the foundation beam and the retaining wall body is required to be continuously poured in a layered mode;
5) filling similar soil materials into the soil body of the gentle slope in front of the retaining wall body and the soil body behind the retaining wall body, and symmetrically backfilling in a layered tamping mode;
6) the hanging line paved gentle slope soil body surface is provided with granite guard plates, the longitudinal and transverse gaps are consistent in width, smooth in longitudinal and transverse direction and straight, compacted and paved, smooth in slope and full in gap embedding, and the floor tiles behind the wall are constructed according to the standards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111214275.1A CN113897905A (en) | 2021-10-19 | 2021-10-19 | Anti-freezing embedded type near-water retaining wall structure and construction method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202111214275.1A CN113897905A (en) | 2021-10-19 | 2021-10-19 | Anti-freezing embedded type near-water retaining wall structure and construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114485516A (en) * | 2022-01-26 | 2022-05-13 | 重庆交通大学 | Dangerous rock collapse real-time early warning method and system considering frost heaving force effect in fracture |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469815A (en) * | 2013-09-23 | 2013-12-25 | 江苏省交通科学研究院股份有限公司 | Construction method for protecting slope of reinforced-concrete retaining wall |
| CN205636644U (en) * | 2016-05-17 | 2016-10-12 | 埃瑞弗（上海）规划设计工程咨询股份有限公司 | Revetment structure of preventing frostbite and expanding |
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2021
- 2021-10-19 CN CN202111214275.1A patent/CN113897905A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469815A (en) * | 2013-09-23 | 2013-12-25 | 江苏省交通科学研究院股份有限公司 | Construction method for protecting slope of reinforced-concrete retaining wall |
| CN205636644U (en) * | 2016-05-17 | 2016-10-12 | 埃瑞弗（上海）规划设计工程咨询股份有限公司 | Revetment structure of preventing frostbite and expanding |
Non-Patent Citations (2)
| Title |
|---|
| 孙洪伟等: ""寒区湖岸工程"冻害"治理技术研发"", 《长春工程学院学报（自然科学版）》 * |
| 王枝胜等: "《建筑工程事故分析与处理（第3版）》", 31 August 2018, 北京理工大学出版社 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114485516A (en) * | 2022-01-26 | 2022-05-13 | 重庆交通大学 | Dangerous rock collapse real-time early warning method and system considering frost heaving force effect in fracture |
| CN114485516B (en) * | 2022-01-26 | 2023-07-14 | 重庆交通大学 | Dangerous rock collapse real-time early warning method and system considering frost heaving force effect in fracture |
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Application publication date: 20220107 |