CN205934936U - Utilization reduces road structure that a lotus fender system found that subtracts of retaining structure atress - Google Patents
Utilization reduces road structure that a lotus fender system found that subtracts of retaining structure atress Download PDFInfo
- Publication number
- CN205934936U CN205934936U CN201620441011.8U CN201620441011U CN205934936U CN 205934936 U CN205934936 U CN 205934936U CN 201620441011 U CN201620441011 U CN 201620441011U CN 205934936 U CN205934936 U CN 205934936U
- Authority
- CN
- China
- Prior art keywords
- layer
- lightweight concrete
- prefabricated block
- filling body
- road
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 240000002853 Nelumbo nucifera Species 0.000 title abstract description 5
- 235000006508 Nelumbo nucifera Nutrition 0.000 title abstract description 5
- 235000006510 Nelumbo pentapetala Nutrition 0.000 title abstract description 5
- 230000003014 reinforcing effect Effects 0.000 claims abstract 4
- 239000010410 layer Substances 0.000 claims description 35
- 239000002689 soil Substances 0.000 claims description 29
- 230000002787 reinforcement Effects 0.000 claims description 18
- 238000006073 displacement reaction Methods 0.000 claims description 5
- 239000002365 multiple layer Substances 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000005345 coagulation Methods 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 9
- 239000011435 rock Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 4
- 238000004062 sedimentation Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 239000004746 geotextile Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000007779 soft material Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model provides an utilization reduces road structure that a lotus fender system found that subtracts of retaining structure atress, includes road surface, guardrail, ground, strut the barricade, be located the lightweight concrete who struts the barricade back fills the body, sets up C25 concrete foundation layer and tamp layer in the below that lightweight concrete filled the body, the low side of strutting the barricade is shen ru tamped the layer and is fixed in tamp portion in place, sets up one deck reinforcing bar net in front every 800mm's of strutting the barricade distance, the reinforcing bar net is vertically laid along the road, shen ru tamp the layer below the reinforcing bar net and fix at tamp portion in place, pre -buried stock in lightweight concrete fills the body to consolidate lightweight concrete through the stock and fill the combination stability between the body and the ground, road surface and guardrail are laid and are filled the top of personally experiencing sth. Part of the body at ground and lightweight concrete to formation has the road structure that the lotus propped up the fender system that subtracts that reduces the retaining structure atress.
Description
Technical field
The utility model belongs to Geotechnical Engineering stability of slope supporting field, and more particularly, to one kind is subject to using reducing retaining structure
The road structure that the off-loading supporter system of power builds.
Background technology
Traditional supporting file version is various, but all has Rock And Soil to fill after supporting file structural walls, and Rock And Soil is prose style free from parallelism material
Material, inevitably brings soil lateral pressure to a mark structure, when soil lateral pressure is sufficiently large, causes the broken of a mark structure
Bad, cause support system to lose efficacy.In municipal administration, road and bridge and underground engineering, this engineering project disaster happens occasionally, due to soil body deadweight
Greatly, cause retaining structure or lower overlying strata soil bearing capacity not enough, in order to solve Lack of support, need to improve a mark structure chi
Very little, or lower earthing ground is processed to improve its bearing capacity, thus extending construction period, also improving engineering and making
Valency.
Also have in prior art and retaining structure is improved to resist soil lateral pressure, such as Application No.
201510626834.8 a kind of combination retaining structure and its construction method, Application No. 201310734532.3 a kind of reinforcement
Soil structure and the compound retaining structure of friction pile combination, are all on the basis of not changing Rock And Soil filling material, to a gear knot
Structure improves, and increases fixing force to Rock And Soil for example with GSZ, or increases friction pile, anchor pole etc. and increase to filling
The keeping out of the soil lateral pressure of Rock And Soil, these methods can only be arranged as remedying of being taken on the basis of existing issue
Apply, and fundamentally do not solve the generation of soil lateral pressure.
In a kind of method of reduction soil pressure on retaining wall in expansive rock-soil area of Application No. 201110064448.6, adopt
Load ground in soil engineering bag and be then placed within to reduce soil pressure after retaining wall, the soil engineering bag in this method remains variable
The soft material of shape, soil engineering bag is individually individual as one, not only itself there is deformation and continues transmission soil pressure, and mutually
Between there is also relative deformation, in the course of time it is impossible to play reduce soil pressure effect.
Content of the invention
It is necessary to propose a kind of subtracting using reduction retaining structure stress that can fundamentally solve soil lateral pressure generation
The road structure that lotus supporter system builds.
A kind of using reduce retaining structure stress off-loading supporter system build road structure, including road surface, guardrail,
Base, supporting barricade, be located at the supporting barricade back side lightweight concrete filling body, the lower section of lightweight concrete filling body setting
C25 concrete basal layer and compacting layer, the low side of described supporting barricade is deeply tamped layer and is fixed on inside compacting layer, in supporting barricade
Front every the distance of 800mm, one layer of bar-mat reinforcement is set, described bar-mat reinforcement is longitudinally laid along road, described bar-mat reinforcement following
Deeply tamp layer and be fixed on inside compacting layer, embedded anchor bar in lightweight concrete filling body, with by bolt anchorage lightweight
Combination stability between concrete filling body and ground, described road surface and guardrail are laid on ground and lightweight concrete filling body
Top, to form the road structure with the off-loading supporter system reducing retaining structure stress, described lightweight concrete fills
Body includes the prefabricated block that multiple-layer horizontal is put, and each layer of prefabricated block includes some spaced independent prefabricated block, on
Between the independent prefabricated block of layer prefabricated block and the independent prefabricated block of lower floor's prefabricated block, fissure of displacement overlap joint arrangement, lightweight is mixed
Solidifying soil paste material is poured in the gap at interval between independent prefabricated block, so that independent prefabricated block is connected to become lightweight concrete
Filling body.
Preferably, between described anchor pole and horizontal plane it is in 15 ° of angles.
Preferably, it is used for the foundation pile of nonfloating rail in lightweight concrete filling body internal preset.
The utility model replaces the big Rock And Soil of unit weight to fill using lightweight concrete filling body, due to lightweight concrete
Deadweight is little, and forms an entirety after solidification, does not transmit lateral pressure, such retaining structure is not subject to this lightweight concrete building body
Lateral pressure, thus reducing the stress of a mark structure, also reduces down the stress covering ground Rock And Soil, before can exempting construction
Process to ground, so, shortens construction period, reduces engineering directly or indirectly cost, has obvious economical, social
And environmental benefit, comprehensive benefit projects, and is a kind of advanced to fill mode.Meanwhile, the lightweight coagulation adopting in the utility model
Native slurry fluidity is good, is adapted to pump on a large scale, and Mechanization Level is high, and labor strength is low, in addition, suitably can be real
Existing self-compaction, it is to avoid manually vibrate, there is provided efficiency of construction.
Brief description
Fig. 1 is a kind of structural representation of the off-loading supporter system of reduction retaining structure stress of better embodiment.
Fig. 2 is the structural representation of the off-loading supporter system of reduction retaining structure stress of another kind of better embodiment.
Fig. 3 is the structural representation of one layer of prefabricated block of described lightweight concrete filling body.
Fig. 4 is the structural representation of the upper and lower two-layer prefabricated block fissure of displacement overlap joint arrangement of described lightweight concrete filling body.
Fig. 5 is the structural representation of the road structure being built using the described off-loading supporter system reducing retaining structure stress
Figure.
Fig. 6 is that the structure of the expressway extension structure being built using the described off-loading supporter system reducing retaining structure stress is shown
It is intended to.
Fig. 7 is the structural representation of the road and bridge structure being built using the described off-loading supporter system reducing retaining structure stress
And its correspond to mechanical analysis.
Fig. 8 is the structural representation of the road and bridge structure being built using supporter system of the prior art and its corresponding mechanics divides
Analysis.
In figure：Supporting construction 1, lightweight concrete filling body 2, prefabricated block 21, gap 22, step 23, horizontal mesh reinforcement
24th, ground 3, road structure 4, road surface 41, guardrail 42, ground 43, supporting barricade 44, C25 concrete basal layer 45, compacting layer 46, steel
Muscle net 47, anchor pole 48, foundation pile 49, expressway extension structure 5, former road surface 51, enlarging road surface 52, ground 53, supporting barricade 54, road and bridge
Structure 6, bridge floor 61, road surface 62, roadbed 63, supporting abutment 64.
Specific embodiment
In order to be illustrated more clearly that the technical scheme of the utility model embodiment, below will be to use required in embodiment
Accompanying drawing be briefly described it should be apparent that, drawings in the following description are some embodiments of the present utility model, for this
For the those of ordinary skill of field, on the premise of not paying creative work, can also be obtained other according to these accompanying drawings
Accompanying drawing.
Referring to Fig. 1 to Fig. 4, the utility model embodiment provides a kind of off-loading supporter reducing retaining structure stress
System, including supporting construction 1, the lightweight concrete filling body 2 positioned at supporting construction 1 back side, lightweight concrete filling body 2 is located to be used
In the top of the ground 3 of slope, lightweight concrete filling body 2 includes the prefabricated block 21 that multiple-layer horizontal is put, and each layer is prefabricated
Block includes some spaced independent prefabricated block 21, independent prefabricated block 21 and lower floor's prefabricated section of upper strata prefabricated block
Fissure of displacement overlap joint arrangement between the independent prefabricated block 21 of body, between lightweight concrete slurry is poured between independent prefabricated block 21
Every gap 22 in so that independent prefabricated block 21 is connected to become lightweight concrete filling body 2, lightweight contact with ground 3 is mixed
Solidifying soil filling body 2 step excavation 23.Using step-like slope, to increase stability, prevent from coming down.
Be compared to prior art, the utility model gives a kind of supporting file system for filling, namely mixed with lightweight
Solidifying soil goes to replace the big soil body of unit weight and is filled, and reduces filling body deadweight, can avoid under cover the reinforcement solutions of ground；
After lightweight concrete filling, lightweight obturation and supporting file structural nature define a set of new supporting file system,
It does not transmit lateral pressure after being characterized in that concrete setting, which decreases the lateral pressure of a mark structure, allows and props up a mark structure
Pattern becomes simple；
According to vertical stress attenuation law it is also possible in the bottom less lightweight concrete of unit weight, upper strata unit weight is relatively
Big concrete, defines intensity and unit weight gradient, reduces cost；
Lightweight concrete good fluidity under the suitable ratio of mud, is adapted to pump on a large scale, and Mechanization Level is high, workman
Labour intensity is low；
Self-compaction can be realized under the suitable ratio of mud, it is to avoid manually vibrate, there is provided efficiency of construction, have significantly
Comprehensive benefit, is a kind of advanced fill placement technique.
Place horizontal geotextile also in each layer of prefabricated block, this horizontal geotextile includes horizontal mesh reinforcement 24, this water
Flat bar-mat reinforcement 24 is placed along in the horizontal interval between some independent prefabricated block 21 of each layer of prefabricated block, this horizontal steel
Muscle net 24 is the entirety of a connection.Also in each layer of prefabricated block, place vertical enhancement layer, this vertical enhancement layer includes erecting
Straight bar-mat reinforcement, this vertical bar-mat reinforcement is put along in the vertical spacing between some independent prefabricated block 21 of each layer of prefabricated block
Put, vertical bar-mat reinforcement is vertical with horizontal mesh reinforcement 24 to be connected, vertical bar-mat reinforcement forms this lightweight concrete with horizontal mesh reinforcement 24
The reinforced skeleton structure of filling body 2, to strengthen its resistance to overturning and fastness.
Referring to Fig. 5,6, as an embodiment of the present utility model, a kind of subtracting using above-mentioned reduction retaining structure stress
The road structure 4 that lotus supporter system builds, including road surface 41, guardrail 42, ground 43, supporting barricade 44, is located at supporting barricade 44
The lightweight concrete filling body 2 at the back side, the lower section of lightweight concrete filling body 2 arrange C25 concrete basal layer 45 and compacting layer 46,
The low side of supporting barricade 44 is deeply tamped layer 46 and is fixed on inside compacting layer 46, in the front of supporting barricade 44 every 800mm
Distance one layer of bar-mat reinforcement 47 is set, bar-mat reinforcement 47 is longitudinally laid along road, to increase globality, thus improving stability, steel
Muscle net 47 below deeply compacting layer 46 and be fixed on compacting layer 46 inside, embedded anchor bar 48 in lightweight concrete filling body 2,
To reinforce the combination stability between lightweight concrete filling body 2 and ground 43 by anchor pole 48, road surface 41 and guardrail 42 are laid
Above ground 43 and lightweight concrete filling body 2, to be formed, there is the off-loading supporter system reducing retaining structure stress
Road structure 4.
Wherein, between anchor pole 48 and horizontal plane it is in 15 ° of angles.
Further, it is used for the foundation pile 49 of nonfloating rail 42 in lightweight concrete filling body 2 internal preset.
The expressway extension structure 5 that a kind of off-loading supporter system using above-mentioned reduction retaining structure stress builds, including former
Road surface 51, enlarging road surface 52, ground 53, supporting barricade 54, the lightweight concrete filling body 2 positioned at supporting barricade 54 back side, will
Enlarging road surface 52 is laid on supporting barricade 54 and lightweight concrete filling body 2, and holds in the mouth in same level with former road surface 51
Connect, formed the expressway extension structure 5 with the off-loading supporter system structure reducing retaining structure stress.
Referring to Fig. 7, as other embodiment of the present utility model, a kind of off-loading using above-mentioned reduction retaining structure stress
The road and bridge structure 6 that supporter system builds, including bridge floor 61, road surface 62, roadbed 63, supporting abutment 64, carries on the back positioned at supporting abutment 64
The lightweight concrete filling body 2 in face, by bridge floor 61, road surface 62 is laid on supporting abutment 64 in the horizontal direction, lightweight concrete is filled out
Above building body 2 and roadbed 63, reduce, to be formed to have, the road and bridge structure 6 that the off-loading supporter system of retaining structure stress builds.Root
According in Fig. 8 mechanical analysis understand, x-axis is sedimentation axle, y-axis is the combination of supporting abutment 64 and lightweight concrete filling body 2
Boundary line, d is settling amount, h be sedimentation direction it is known that, along the direction of sedimentation axle, the distance of identical settling amount is shorter, so
It is readily formed bumping at bridge-head, and the direction along sedimentation axle in Fig. 7, the distance formation extension state of identical settling amount,
There is not vehicle bump at bridge ends.
The utility model applies also for the precipitous section in mountain area roadbed filling, soft foundation roadbed displacement off-loading, bridge cross-cut
Deng.
Module in the utility model embodiment device or unit can merge according to actual needs, divide and delete
Subtract.
Above disclosed only the utility model preferred embodiment, can not limit the utility model with this certainly
Interest field, one of ordinary skill in the art will appreciate that realizing all or part of flow process of above-described embodiment, and according to this reality
The equivalent variations made with new claim, still fall within the scope that utility model is covered.
Claims (3)
1. a kind of using reduce retaining structure stress off-loading supporter system build road structure it is characterised in that：Including road
Face, guardrail, ground, supporting barricade, be located at the supporting barricade back side lightweight concrete filling body, in lightweight concrete filling body
Lower section setting C25 concrete basal layer and compacting layer, the low side of described supporting barricade is deeply tamped layer and is fixed on inside compacting layer,
The front of supporting barricade arranges one layer of bar-mat reinforcement every the distance of 800mm, and described bar-mat reinforcement is longitudinally laid along road, described reinforcing bar
That nets deeply tamps layer below and is fixed on inside compacting layer, and embedded anchor bar in lightweight concrete filling body, with by anchor pole
Reinforce the combination stability between lightweight concrete filling body and ground, described road surface and guardrail are laid on ground and lightweight coagulation
The top of native filling body, to form the road structure with the off-loading supporter system reducing retaining structure stress, described lightweight is mixed
Solidifying soil filling body includes the prefabricated block that multiple-layer horizontal is put, and each layer of prefabricated block includes some spaced individually prefabricated
Block, fissure of displacement overlap joint arrangement between the independent prefabricated block of upper strata prefabricated block and the independent prefabricated block of lower floor's prefabricated block,
Lightweight concrete slurry is poured in the gap at interval between independent prefabricated block, so that independent prefabricated block is connected to become gently
Matter concrete filling body.
2. the road structure being built using the off-loading supporter system reducing retaining structure stress as claimed in claim 1, it is special
Levy and be：It is in 15 ° of angles between described anchor pole and horizontal plane.
3. the road structure being built using the off-loading supporter system reducing retaining structure stress as claimed in claim 2, it is special
Levy and be：It is used for the foundation pile of nonfloating rail in lightweight concrete filling body internal preset.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620441011.8U CN205934936U (en) | 2016-05-16 | 2016-05-16 | Utilization reduces road structure that a lotus fender system found that subtracts of retaining structure atress |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620441011.8U CN205934936U (en) | 2016-05-16 | 2016-05-16 | Utilization reduces road structure that a lotus fender system found that subtracts of retaining structure atress |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205934936U true CN205934936U (en) | 2017-02-08 |
Family
ID=57935093
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620441011.8U Active CN205934936U (en) | 2016-05-16 | 2016-05-16 | Utilization reduces road structure that a lotus fender system found that subtracts of retaining structure atress |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205934936U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960342A (en) * | 2022-07-19 | 2022-08-30 | 河南绿岩工程科技有限公司 | Road curb filling structure and construction method |
-
2016
- 2016-05-16 CN CN201620441011.8U patent/CN205934936U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960342A (en) * | 2022-07-19 | 2022-08-30 | 河南绿岩工程科技有限公司 | Road curb filling structure and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102352590B (en) | Method for splicing highfill roadbed by adopting pile-sheet retaining wall | |
| CN105804101B (en) | Reduce off-loading supporting and retaining system system and construction method and the application of retaining structure stress | |
| CN108560349A (en) | The high embankment retaining structure in soft clay area | |
| CN107100180A (en) | Superelevation light supporting structure and improvement high roadbed, the method for high slope engineering | |
| CN110700291A (en) | Combined retaining structure and construction method thereof | |
| CN102966119A (en) | Geogrid reinforced wall and construction method thereof | |
| CN103485363A (en) | Three-dimensional continuous frame type reinforced concrete structure retaining wall | |
| CN201224890Y (en) | High and light type anchorage cable pile panel wall in high filling branch block engineering | |
| CN106320121B (en) | A kind of roadbed repairs structure and method | |
| CN105672450A (en) | Laying method for large-aperture water draining pipeline parallel to upper part of existing metro tunnel structure | |
| CN207525567U (en) | A kind of pile plate composite structure suitable for Steep Slope Embankment | |
| CN107816056A (en) | Filled type concrete gravity retaining wall and its construction technology | |
| CN206385411U (en) | It is a kind of to prevent the steep embankment ruggedized construction of height of differential settlement | |
| CN101838957A (en) | Integral type T-shaped outer cantilever roads and construction method thereof | |
| CN203334154U (en) | Embankment structure for preventing bearing platform of pile foundation from stretching in roadbed under viaduct | |
| CN206844132U (en) | Superelevation light supporting structure | |
| CN205934936U (en) | Utilization reduces road structure that a lotus fender system found that subtracts of retaining structure atress | |
| CN110805049B (en) | Construction method of mountain slope ultra-thickness spray anchor permanent supporting structure | |
| CN209324377U (en) | Ledge method tunneling subway station arch springing ruggedized construction | |
| CN204551161U (en) | A kind of roadbed repair structure | |
| CN207452938U (en) | Composite foundation reinforced cantilever retaining wall structure | |
| CN106120853B (en) | A kind of inverted construction method of frame bridge | |
| CN204940310U (en) | A kind of combination retaining structure | |
| CN211948542U (en) | Anti-skid weight-balancing retaining wall assembly and retaining wall system | |
| CN212250067U (en) | Tunnel lining structure for penetrating through large-scale full-filling karst cave |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190125 Address after: 750001 Hongquan Road, Hot Spring Industrial Park, Helan County, Yinchuan City, Ningxia Hui Autonomous Region Patentee after: Ningxia Qian bow Prestressing Technology Engineering Co., Ltd. Address before: 750000 1-1-402, South Jiawuyuan District, Great Wall Road, Xingqing District, Yinchuan City, Ningxia Hui Autonomous Region Patentee before: Chen Jingbo |
|
| TR01 | Transfer of patent right |