CN202466620U - Reinforced concrete buttress retaining wall - Google Patents
Reinforced concrete buttress retaining wall Download PDFInfo
- Publication number
- CN202466620U CN202466620U CN2012200279340U CN201220027934U CN202466620U CN 202466620 U CN202466620 U CN 202466620U CN 2012200279340 U CN2012200279340 U CN 2012200279340U CN 201220027934 U CN201220027934 U CN 201220027934U CN 202466620 U CN202466620 U CN 202466620U
- Authority
- CN
- China
- Prior art keywords
- retaining wall
- wall body
- reinforced concrete
- steel concrete
- counterfort
- 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
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a reinforced concrete buttress retaining wall, which belongs to the technical field of the retaining wall and has the main technical scheme that the reinforced concrete buttress retaining wall comprises a bottom plate, wherein a retaining wall body is arranged on the bottom plate in the vertical direction, and a plurality of support buttresses are arranged on the bottom plate arranged at one side of the retaining wall body in the length direction of the retaining wall body, wherein the support buttresses are in a truss type structure. The utility model provides the reinforced concrete buttress retaining wall with the advantages that the structure is simple, the use is convenient, and the effect is good. The reinforced concrete buttress retaining wall is used for slope soil retaining.
Description
Technical field
The utility model relates to a kind of retaining wall, more particularly, relates in particular to a kind of steel concrete counterfort retaining wall.
Background technology
In the building construction process, a lot of slope retainings all need adopt retaining wall.Existing retaining wall common type has: gravity retaining wall, cantilever retaining wall, breast wall type retaining wall, anchor rod retaining wall.Wherein gravity retaining wall mainly is to lean on the deadweight of wall to keep stable, generally is used for wall higher primary school in 5 meters low retaining wall.The retaining wall sectional area of this type is bigger, the waste labor and materials, and the retaining wall height is undesirable.Cantilever retaining wall is built with steel concrete, the stable main wall hammer that leans on of wall, and the soil more than the cantilever is heavy, and the tensile stress in the body of wall is born by reinforcing bar.The soil-baffling structure of anchor rod retaining wall is assembled at the scene by prefabricated reinforced concrete upright column, metope, reinforcing pull rod and form anchor.All there is weak point separately in above-mentioned various retaining wall, for example: unstable, great in constructing amount, waste labor and materials, construction costs are high.
The utility model content
The purpose of the utility model is the deficiency to above-mentioned prior art, and a kind of simple in structure, easy to use and effective steel concrete counterfort retaining wall is provided.
The technical scheme of the utility model is achieved in that a kind of steel concrete counterfort retaining wall; Comprise base plate; On base plate, vertically be provided with the retaining wall body; The retaining wall body wherein the base plate upper edge retaining wall body length direction of a side be distributed with some support counterforts, wherein said support counterfort is a truss structure.
In the above-mentioned steel concrete counterfort retaining wall, be distributed with the drain hole that some courts have a down dip on the described retaining wall body, be provided with anti-filter bag in the drain hole periphery at the retaining wall body back side.
In the above-mentioned steel concrete counterfort retaining wall, described anti-filter bag by argillic horizon, be arranged on cobble layer on the argillic horizon, be arranged on cobble layer peripheral sandy gravel stratum and geotextiles in regular turn and constitute; Described cobble layer is corresponding with drain hole.
In the above-mentioned steel concrete counterfort retaining wall, retaining wall body upper surface is provided with guardrail along its length.
After the utility model adopts said structure; Through adopting the support counterfort of truss structure; Under identical structural requirement, can reduce the construction material consumption and practice thrift cost, utilize the retaining wall body to cooperate and keep off soil with the support counterfort; Can in time alleviate the stressed of retaining wall body, guarantee the safety of retaining wall body; Further, anti-filter bag is set, guarantees that sandstone can not stop up drain hole, guarantee the unobstructed of draining at retaining wall body and the contacted side of sandstone.
Description of drawings
Below in conjunction with the embodiment in the accompanying drawing the utility model is done further to specify, but do not constitute any restriction the utility model.
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the sectional view at A-A place among Fig. 1;
Fig. 3 is the sectional view at B-B place among Fig. 2;
Fig. 4 is the counter structural representation of filtering bag of the utility model.
Among the figure: base plate 1, retaining wall body 2, support counterfort 3, drain hole 4, anti-filter bag 5, argillic horizon 5a, cobble layer 5b, sandy gravel stratum 5c, geotextiles 5d, guardrail 6.
The specific embodiment
Consult Fig. 1 to shown in Figure 4; A kind of steel concrete counterfort retaining wall of the utility model; Comprise base plate 1, on base plate 1, vertically be provided with retaining wall body 2, retaining wall body 2 wherein base plate 1 upper edge retaining wall body 2 length directions of a side be distributed with the support counterfort 3 of some truss-likes.Base plate 1, retaining wall body 2 and support counterfort 3 and build up by steel concrete; On retaining wall body 2, be distributed with the drain hole 4 that some courts have a down dip; Drain hole 4 adopts the pvc pipe of diameter 10cm to process; Spacing between each drain hole 4 is 2.5m, is staggered on retaining wall body 2, and the bottom, drain hole 4 holes of bottom position and the spacing between the ground are 30cm; Drain hole 4 peripheries at retaining wall body 2 back sides are provided with anti-filter bag 5, the anti-filter bag 5 in the present embodiment by argillic horizon 5a, be arranged on cobble layer 5b on the argillic horizon 5a, be arranged on cobble layer 5b peripheral sandy gravel stratum 5c and geotextiles 5d in regular turn and constitute; Described cobble layer 5b is corresponding with drain hole 4.Be provided with guardrail 6 along its length in retaining wall body 2 upper surfaces.
During construction, the embedding ground basal plane soil after should guaranteeing to excavate in basis is closely knit, and stability and bearing capacity all just meet the demands; Bearing capacity of foundation soil is not less than 220pa, and bearing stratum should be completely decomposed argillaceous siltstoue or severely-weathered argillaceous siltstoue, and buried depth is not less than 2m simultaneously; When building retaining wall by laying bricks or stones, one section height is whenever built in the backfill in time of retaining wall body 2 back sides by laying bricks or stones; Treat that concrete strength reaches 75% when above, could the backfill wall back of the body, backfill requires angle of internal friction greater than more than 3595%.Retaining wall body 2 back side lateral slope of grounds when 1:5, should be handled embankment substrate (scalping, excavation step etc.) backfill more earlier suddenly.Construction should guarantee that the soil thickness at toe of retaining wall top is not less than 1.4m after accomplishing.
Claims (4)
1. steel concrete counterfort retaining wall; Comprise base plate (1); On base plate (1), vertically be provided with retaining wall body (2); Retaining wall body (2) wherein the base plate of a side (1) upper edge retaining wall body (2) length direction be distributed with some support counterforts (3), it is characterized in that described support counterfort (3) is a truss structure.
2. steel concrete counterfort retaining wall according to claim 1 is characterized in that, is distributed with the drain hole (4) that some courts have a down dip on the described retaining wall body (2), is provided with anti-filter bag (5) in drain hole (4) periphery at retaining wall body (2) back side.
3. steel concrete counterfort retaining wall according to claim 2; It is characterized in that, described anti-filter bag (5) by argillic horizon (5a), be arranged on cobble layer (5b) on the argillic horizon (5a), be arranged on peripheral sandy gravel stratum (5c) of cobble layer (5b) and geotextiles (5d) formation in regular turn; Described cobble layer (5b) is corresponding with drain hole (4).
4. according to the arbitrary described steel concrete counterfort retaining wall of claim 1 to 3, it is characterized in that retaining wall body (2) upper surface is provided with guardrail (6) along its length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200279340U CN202466620U (en) | 2012-01-20 | 2012-01-20 | Reinforced concrete buttress retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200279340U CN202466620U (en) | 2012-01-20 | 2012-01-20 | Reinforced concrete buttress retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202466620U true CN202466620U (en) | 2012-10-03 |
Family
ID=46914788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200279340U Expired - Fee Related CN202466620U (en) | 2012-01-20 | 2012-01-20 | Reinforced concrete buttress retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202466620U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103321258A (en) * | 2013-07-09 | 2013-09-25 | 中铁第四勘察设计院集团有限公司 | PFF integral composite reversed filtering layer and construction method thereof |
| CN103485363A (en) * | 2013-10-10 | 2014-01-01 | 海南恒鑫土木工程建设有限公司 | Three-dimensional continuous frame type reinforced concrete structure retaining wall |
| CN104652475A (en) * | 2015-02-27 | 2015-05-27 | 重庆大学 | Truss type retaining wall |
| CN104988948A (en) * | 2015-06-29 | 2015-10-21 | 西南交通大学 | Rib plate type retaining wall and construction method thereof |
| CN107059801A (en) * | 2017-05-16 | 2017-08-18 | 佛山科学技术学院 | A kind of stainless steel reinforced concrete dam |
| CN109653049A (en) * | 2018-12-18 | 2019-04-19 | 中铁十五局集团第工程有限公司 | The construction method in approach fill section in a kind of soft ground treatment |
| CN110295622A (en) * | 2019-07-10 | 2019-10-01 | 中冶南方工程技术有限公司 | A kind of trussed bent composite structure retaining wall |
| CN112127375A (en) * | 2020-09-15 | 2020-12-25 | 兰州理工大学 | Partition wall anchoring type supporting structure and construction method thereof |
-
2012
- 2012-01-20 CN CN2012200279340U patent/CN202466620U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103321258A (en) * | 2013-07-09 | 2013-09-25 | 中铁第四勘察设计院集团有限公司 | PFF integral composite reversed filtering layer and construction method thereof |
| CN103321258B (en) * | 2013-07-09 | 2015-07-01 | 中铁第四勘察设计院集团有限公司 | PFF integral composite reversed filtering layer and construction method thereof |
| CN103485363A (en) * | 2013-10-10 | 2014-01-01 | 海南恒鑫土木工程建设有限公司 | Three-dimensional continuous frame type reinforced concrete structure retaining wall |
| CN103485363B (en) * | 2013-10-10 | 2015-09-30 | 海南恒鑫土木工程建设有限公司 | Three-dimensional continuous frame formula reinforced concrete structure retaining wall |
| CN104652475A (en) * | 2015-02-27 | 2015-05-27 | 重庆大学 | Truss type retaining wall |
| CN104652475B (en) * | 2015-02-27 | 2016-09-21 | 重庆大学 | A kind of truss-like retaining wall |
| CN104988948A (en) * | 2015-06-29 | 2015-10-21 | 西南交通大学 | Rib plate type retaining wall and construction method thereof |
| CN107059801A (en) * | 2017-05-16 | 2017-08-18 | 佛山科学技术学院 | A kind of stainless steel reinforced concrete dam |
| CN109653049A (en) * | 2018-12-18 | 2019-04-19 | 中铁十五局集团第工程有限公司 | The construction method in approach fill section in a kind of soft ground treatment |
| CN109653049B (en) * | 2018-12-18 | 2021-12-03 | 中铁十五局集团第一工程有限公司 | Construction method for processing bridge head filling road section on soft foundation |
| CN110295622A (en) * | 2019-07-10 | 2019-10-01 | 中冶南方工程技术有限公司 | A kind of trussed bent composite structure retaining wall |
| CN112127375A (en) * | 2020-09-15 | 2020-12-25 | 兰州理工大学 | Partition wall anchoring type supporting structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202466620U (en) | Reinforced concrete buttress retaining wall | |
| CN102677695B (en) | Mutually-embedded ecological building block retaining wall and construction method thereof | |
| CN203603105U (en) | Wall plate type ecological retaining wall bank protection structure | |
| CN103485363B (en) | Three-dimensional continuous frame formula reinforced concrete structure retaining wall | |
| CN202899165U (en) | T-shaped wallboard type retaining wall structure of highway subgrade | |
| CN205152982U (en) | Barricade and structure of filling suitable for height is filled | |
| CN203729324U (en) | Anchor rod lattice type retaining wall structure | |
| CN104818711A (en) | Anti-liquefaction three-dimensional drainage rigid pile and construction method thereof | |
| CN203066104U (en) | H-shaped plain concrete brick and small ecological soil-blocking wall bricked by same | |
| CN202492856U (en) | Reinforced concrete pile type buttress retaining wall | |
| CN204080822U (en) | A kind of foundation pit stope support structure | |
| CN203284795U (en) | Buttressed retaining wall with anchor board | |
| CN215976664U (en) | Rigid pile composite foundation treatment structure of lower horizontal pipe gallery structure | |
| CN204753261U (en) | Light -duty road bed of a doublestage shelves structure | |
| CN204435407U (en) | A kind of batter post group anchor formula rock foundation | |
| CN202509502U (en) | Soft soil area composite soil nailing wall | |
| CN204282395U (en) | A kind of stake holder counterfort retaining wall | |
| CN202989942U (en) | Wall foundation structure for soft soil or high backfill soil area | |
| CN110172988A (en) | A kind of piling formula composite concrete placement ground and its construction method | |
| CN203498863U (en) | Three-dimensional continuous-frame-type reinforced concrete structural retaining wall | |
| CN203361182U (en) | Unequal-length bottom-expanded rock anchor pile of power transmission pole tower | |
| CN215977211U (en) | Structure is handled to compound foundation of tubular pile combination cement mixing pile | |
| CN202610808U (en) | Press-anchor-restrict method foundation pit retaining structure | |
| CN202543946U (en) | Supporting structure for drainage type fender posts in soft soil area | |
| CN206204981U (en) | Huge water inlet rock foundation |
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: 20121003 Termination date: 20200120 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |