CN201089942Y - Declivity flabbiness foundation embankment construction - Google Patents
Declivity flabbiness foundation embankment construction Download PDFInfo
- Publication number
- CN201089942Y CN201089942Y CNU2007200813553U CN200720081355U CN201089942Y CN 201089942 Y CN201089942 Y CN 201089942Y CN U2007200813553 U CNU2007200813553 U CN U2007200813553U CN 200720081355 U CN200720081355 U CN 200720081355U CN 201089942 Y CN201089942 Y CN 201089942Y
- Authority
- CN
- China
- Prior art keywords
- layer
- embankment
- slope
- soft
- foundation
- 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.)
- Expired - Fee Related
Links
Images
Abstract
The utility model discloses a fill structure for a slope soft-soil foundation, which comprises a fill layer (20) filled on a slope soft-soil foundation formed by a hard foundation layer (10) and a soft-soil layer (11), wherein, anchoring piles (21) are longitudinally and alternately arranged below a slope heel of the fill layer (20) and pass through the consolidation of the soft-soil layer (11) to concrete with the hard foundation layer (10). The utility model has the advantages that: the utility model can effectively avoid the destabilization diseases of road embankments and grounds of the slope soft-soil foundation and so on, can assure the smooth construction of the fill of the slope soft-soil foundation and avoid the loss of the engineering and life property. Compared with technical measures such as exchange filling foundation or replacing railway by bridge and so on, the utility model can greatly decrease the engineering quantity and the engineering cost.
Description
Technical field
The utility model relates to a kind of structure and is applied to slope soft foundation embankment structure in the engineerings such as railway, highway, municipal administration, airport.
Background technology
Hills and mountain region account for 60% of Chinese area, fill the cubic metre of earth and stone on the slope, are one of engineering problems very general in the civil engineering construction.Embankment engineering in slope according to slope land basement rock soil feature, can be divided into general slope embankment engineering and slope soft foundation embankment engineering.Soft foundation embankment engineering in slope refers to ground base system weak rocks soil, and bearing capacity is relatively low, under the load action that bankets, ground can produce big horizontal distortion, and the safety problem of embankment engineering mainly is horizontal distortion and the downslide unstability of embankment together with ground except that the embankment slope stability.
The slope soft foundation is a kind of special slope ground, it is characterized in that the ground top layer is weak relatively, and foundation surface or soft layer bottom has certain cross fall, under the embankment load action, soft layer produces the lateral deformation of directed downwards one side when producing compressive strain, concentrate the ground middle part different with horizontal soft foundation soft layer distortion, slope soft foundation soft layer distortion concentrates near the one side slope pin of below, the shearing strain meeting of below one side slope pin ground is bigger, the easier foundation instability that causes.
Soft foundation embankment structure in slope is in railway, highway, municipal administration, the airport construction as the existing practical problem of embankment engineering such as embankment, the piece of smooth land and proposing, and it can not simply regard the two comprehensively simple of soft foundation and slope ground as.At present, more to the research of horizontal soft foundation (soft foundation) embankment structure both at home and abroad, less to the research of slope ground embankment structure, and be limited to general slope ground more, the research of slope soft foundation structure is reported particularly lack.Engineering practice shows, fills the cubic metre of earth and stone on the soft foundation of slope, easily produce ground and embankment engineering and destroy, and be the outstanding weak link in mountain railway, the highway engineering construction.
In slope soft foundation embankment engineering, as adopting the technical measures that in level is flabbiness ground strengthened, adopt usually, as gravel pile reinforcing structure, composite foundation structure etc., although can improve the stability of slope soft foundation embankment to a certain extent, but its bearing capacity in, can't guarantee that the unstability disease does not take place ground.Therefore, adopt at present usually at the slope soft foundation and to change the made ground base or with the method for bridge for the road, this certainly will cause engineering quantity to increase, be unfavorable for control, reduce construction costs.
The utility model content
Technical problem to be solved in the utility model provides a kind of safe and reliable, economical and practical slope soft foundation embankment structure, and it can avoid the generation of unstability diseases such as slope soft foundation embankment, the piece of smooth land effectively.
The technical scheme that its technical problem that solves the utility model adopts is: slope of the present utility model soft foundation embankment structure, comprise the embankment layer that fills on the slope soft foundation that constitutes by hard basal layer and soft layer, it is characterized in that: described embankment layer toe lower edge longitudinal separation is arranged with anchor pile, and it is fixed with hard basal layer that anchor pile passes soft layer.
After taking abovementioned technology, because anchor pile forms lateral restraint to soft layer near a side slope pin below the soft layer, shearing strain is controlled in the scope of permission, therefore can avoids the generation of unstability diseases such as slope soft foundation embankment, the piece of smooth land effectively.
As a kind of preferred version of the present utility model,, also has the ground stabilization structure in the described soft layer for further improving the stability of slope soft foundation embankment structure.
As a kind of preferred version of the present utility model, for guaranteeing the stability of slope soft foundation embankment structure, described anchor pile can divide two rows to lay along the lateral separation of embankment layer.
The beneficial effects of the utility model are, can avoid the generation of unstability diseases such as slope soft foundation embankment, the piece of smooth land effectively, can guarantee the smooth construction of slope soft foundation road embankment, avoid the loss of engineering and lives and properties.With change the made ground base or compare with technical measures such as bridge Dai Lu, can reduce engineering quantity and construction costs significantly.
Description of drawings
This manual comprises following eight width of cloth accompanying drawings:
Fig. 1 is a structural map section of the present utility model;
Fig. 2 is structural map section of the present utility model (overlooking);
Fig. 3 is the structural map section of the utility model embodiment 1;
Fig. 4 is the structural map section of the utility model embodiment 2;
Fig. 5 is the structural map section of the utility model embodiment 3;
Fig. 6 is the structural map section of the utility model embodiment 4;
Fig. 7 is the structural map section of the utility model embodiment 5;
Fig. 8 is the structural map section of the utility model embodiment 6.
Position and pairing mark among the figure: hard basal layer 10, soft layer 11, embankment layer 20, anchor pile 21, gravel pile reinforcing structure 22, discharging consolidation are reinforced structure 23, replacement stone pile composite foundation structure 24, DJM pile compound foundation structure 25, pile foundation joist retaining wall structure 26.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further specified.
See figures.1.and.2, slope of the present utility model soft foundation embankment structure, comprise the embankment layer 20 that fills on the slope soft foundation that constitutes by hard basal layer 10 and soft layer 11, described embankment layer 20 toe lower edge longitudinal separation are arranged with anchor pile 21, and it is fixed with hard basal layer 10 that anchor pile 21 passes soft layer 11.Because anchor pile 21 forms lateral restraint to soft layer near a side slope pin below the soft layer, shearing strain is controlled in the scope of permission, therefore can avoid the generation of unstability diseases such as slope soft foundation embankment, the piece of smooth land effectively.
In the embankment construction of slope soft foundation, described anchor pile 21 can be arranged by one usually and be established (seeing figures.1.and.2), big or soft layer thickness is bigger as the gradient, then can divide two rows to lay (with reference to Fig. 8), to guarantee the stability of slope soft foundation embankment structure along the lateral separation of embankment layer 20.
According to the concrete condition of slope soft foundation, also can carry out consolidation process to soft layer 11, promptly, improve the stability of slope soft foundation further by lateral restraint anchor pile 21 is combined with existing ground stabilization structure.Combination has following several types usually: with reference to figure, described ground stabilization structure is the gravel pile reinforcing structure 22 that is provided with below embankment layer 20 toe; With reference to Fig. 4, described ground stabilization structure is to reinforce structure 23 at the discharging consolidation that embankment layer 20 toe one side is provided with; With reference to Fig. 5, described ground stabilization structure is arranged on the replacement stone pile composite foundation structure 24 between 20 times top layer of embankment layer and the hard basal layer 10; With reference to Fig. 6, described ground stabilization structure is arranged on the DJM pile compound foundation structure 25 between 20 times top layer of embankment layer and the hard basal layer 10; With reference to Fig. 7, described ground stabilization structure is the pile foundation joist retaining wall structure 26 that is consolidated in anchor pile 21 tops.
Some principles of the above the utility model slope soft foundation embankment structure that just explains through diagrams, be not be the utility model slope soft foundation embankment structure to be confined to shown in and in the described concrete structure and the scope of application, so every the corresponding modify and equivalent that might be utilized all belongs to the claim that the utility model is applied for.
Claims (8)
1. soft foundation embankment in slope is constructed, comprise the embankment layer (20) that fills on the slope soft foundation that constitutes by hard basal layer (10) and soft layer (11), it is characterized in that: described embankment layer (20) toe lower edge longitudinal separation is arranged with anchor pile (21), and it is fixed with hard basal layer (10) that anchor pile (21) passes soft layer (11).
2. soft foundation embankment structure in slope as claimed in claim 1 is characterized in that: also have the ground stabilization structure in the described soft layer (11).
3. soft foundation embankment structure in slope as claimed in claim 2 is characterized in that: described ground stabilization structure is the gravel pile reinforcing structure (22) that is provided with in embankment layer (20) toe below.
4. soft foundation embankment structure in slope as claimed in claim 2 is characterized in that: described ground stabilization structure is to reinforce structure (23) at the discharging consolidation that embankment layer (20) toe one side is provided with.
5. soft foundation embankment structure in slope as claimed in claim 2 is characterized in that: described ground stabilization structure is arranged on embankment layer (20) under the top layer and constructs (24) with the replacement stone pile composite foundation between the basal layer (10) firmly.
6. soft foundation embankment structure in slope as claimed in claim 2 is characterized in that: described ground stabilization structure is arranged on embankment layer (20) under the top layer and constructs (25) with the DJM pile compound foundation between the basal layer (10) firmly.
7. soft foundation embankment structure in slope as claimed in claim 2 is characterized in that: described ground stabilization structure is the pile foundation joist retaining wall structure (26) that is consolidated in anchor pile (21) top.
8. as any described slope soft foundation embankment structure in the claim 1 to 7, it is characterized in that: described anchor pile (21) divides two rows to lay along the lateral separation of embankment layer (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200813553U CN201089942Y (en) | 2007-09-30 | 2007-09-30 | Declivity flabbiness foundation embankment construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200813553U CN201089942Y (en) | 2007-09-30 | 2007-09-30 | Declivity flabbiness foundation embankment construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201089942Y true CN201089942Y (en) | 2008-07-23 |
Family
ID=39861701
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200813553U Expired - Fee Related CN201089942Y (en) | 2007-09-30 | 2007-09-30 | Declivity flabbiness foundation embankment construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201089942Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669373A (en) * | 2013-09-25 | 2014-03-26 | 河海大学 | Method for consolidating deep soft foundation |
| CN104005416A (en) * | 2014-04-29 | 2014-08-27 | 中建四局第六建筑工程有限公司 | Method for processing major-diameter hole pile collapsed holes under high and steep slope plain fill back-pressing condition |
| CN107574813A (en) * | 2017-08-09 | 2018-01-12 | 贵州正业工程技术投资有限公司 | The device and construction method of Soil-rock combined ground are passed through in a kind of karst area |
| CN110206027A (en) * | 2019-06-18 | 2019-09-06 | 中国五冶集团有限公司 | A method of preventing that stake is drifted about in deep high flow plastic cumulosol |
-
2007
- 2007-09-30 CN CNU2007200813553U patent/CN201089942Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669373A (en) * | 2013-09-25 | 2014-03-26 | 河海大学 | Method for consolidating deep soft foundation |
| CN103669373B (en) * | 2013-09-25 | 2015-11-25 | 河海大学 | A kind of method that deep soft soil foundation is reinforced |
| CN104005416A (en) * | 2014-04-29 | 2014-08-27 | 中建四局第六建筑工程有限公司 | Method for processing major-diameter hole pile collapsed holes under high and steep slope plain fill back-pressing condition |
| CN104005416B (en) * | 2014-04-29 | 2017-06-30 | 中建四局第六建筑工程有限公司 | The processing method of large diameter hole stake collapse hole under the conditions of a kind of plain fill back-pressure for high gradient slope |
| CN107574813A (en) * | 2017-08-09 | 2018-01-12 | 贵州正业工程技术投资有限公司 | The device and construction method of Soil-rock combined ground are passed through in a kind of karst area |
| CN110206027A (en) * | 2019-06-18 | 2019-09-06 | 中国五冶集团有限公司 | A method of preventing that stake is drifted about in deep high flow plastic cumulosol |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102619150A (en) | Anchored roadbed widening method | |
| CN201952698U (en) | Roadbed structure reinforced by geotextile discrete material piles | |
| CN103526773B (en) | Cantilever type vertical anchor rod composite retaining wall and design and construction method thereof | |
| CN106988178A (en) | A kind of subgrade in soft soil zone widened structure and its construction method | |
| CN101691724A (en) | Liquefied soil foundation quake-proof road-bridge transition section structure of ballastless track of high-speed railway | |
| CN101654899A (en) | Liquified soil foundation-bed shock-resistant strengthening structure of high-speed railway | |
| CN106759223B (en) | Controllable rigid pile+displacement hull+reinforcement cushion combined composite foundation | |
| CN202323970U (en) | Combined reinforcement system for side slope | |
| CN201089942Y (en) | Declivity flabbiness foundation embankment construction | |
| CN201530961U (en) | Transition section structure of liquefying soil foundation anti-seismic road and bridge of high-speed railway ballastless track | |
| CN201530968U (en) | High-speed railway liquefying soil foundation-roadbed seismic strengthening structure | |
| CN103397656A (en) | Embedded type joist pile plank structure | |
| CN204570720U (en) | A kind of widening of subgrade culvert foundation | |
| CN109056790A (en) | Stake three layers of retaining wall structure of support and construction method | |
| CN108517882B (en) | A kind of geotechnical grid reinforcement high gradient slope and its construction method | |
| CN204435407U (en) | A kind of batter post group anchor formula rock foundation | |
| CN202830675U (en) | Deep and thick soft soil composite floating pile foundation damage reinforcement structure | |
| CN203559430U (en) | Cantilever type composite retaining wall provided with perpendicular anchor rods | |
| CN111424634A (en) | Foundation structure of soft soil stratum and construction method thereof | |
| CN201212151Y (en) | Retaining wall foundation structure | |
| CN106283948B (en) | Medium-and low-speed maglev traffic engineering two-wire embankment location pile foundation joist type support rail girder construction | |
| CN106283949B (en) | Medium-and low-speed maglev traffic engineering single line embankment location independence pier stud type support rail girder construction | |
| CN206157484U (en) | Moderate -low speed magnetic levitation traffic engineering single line location supporting beam of pile foundation formula support rail girder construction of filling | |
| CN206752209U (en) | A kind of high-speed railway lattice embankment structure | |
| CN216107863U (en) | Can reduce uneven indisputable tailing of subsiding and add muscle embankment structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080723 Termination date: 20160930 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |