CN204343246U - A kind of split type retaining wall for hydraulic engineering - Google Patents
A kind of split type retaining wall for hydraulic engineering Download PDFInfo
- Publication number
- CN204343246U CN204343246U CN201420774138.2U CN201420774138U CN204343246U CN 204343246 U CN204343246 U CN 204343246U CN 201420774138 U CN201420774138 U CN 201420774138U CN 204343246 U CN204343246 U CN 204343246U
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- China
- Prior art keywords
- wall
- retaining wall
- water inlet
- inlet pipe
- hydraulic engineering
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Retaining Walls (AREA)
- Revetment (AREA)
Abstract
The utility model relates to a kind of split type retaining wall for hydraulic engineering, it comprises body of wall, the top of described body of wall is provided with Hua Chi, described Hua Chi bottom is provided with coarse sands layer and boulder bed, the bottom surface of Hua Chi is provided with gutter, described gutter is connected with water inlet pipe and the outlet pipe of horizontally set, one way valve is provided with in the middle part of described water inlet pipe, the end of water inlet pipe is provided with filter, described filter comprises gridding grille and filter layer of cloth, described outlet pipe end is provided with gridding grille, the bottom of body of wall is provided with anti-skidding tenon, wall outer side bottom surface is provided with gutter, the left surface of body of wall is provided with projection, the right flank of body of wall is provided with the groove matched with projection, the wall back surface of body of wall is evenly provided with reinforcing rib, there is structure simple, easy construction, there is greening function, soil moisture after wall can be discharged in time, and can flow backwards be prevented, intensity is high, resistant slide, prevent distortion and valve pit subsidence, sliceable advantage.
Description
Technical field
The utility model belongs to hydraulic engineering field, is specifically related to a kind of retaining wall for hydraulic engineering, particularly the split type retaining wall for hydraulic engineering of one.
Background technology
Retaining wall is the building of conventional gear soil, but in hydraulic engineering, also should have the effect of dash, ensure that dykes and dams are not burst by water, retaining wall is now generally gravity, buttress type, sheet pile formula, the structures such as empty van formula, but it is general that these keep off native effect, and it is attractive in appearance not, and, the accumulation of rainwater is easily formed after retaining wall, after retaining wall, soil weight increases, cause retaining wall load excessive, to such an extent as to the toppling of retaining wall, in addition, owing to being subject to the Action of Gravity Field of wall back of the body soil for a long time, retaining wall is easily moved, work the mischief, and easily form river when river water goes up and pour in down a chimney, cause great harm, in addition, retaining wall needs comparatively large working area when building, be unfavorable for going into operation simultaneously, cause programming slow, retaining wall is when integrally building, because the impact of material deformation and local sedimentation causes retaining wall to damage, retaining wall intensity is caused to decline, retaining wall is often caused to cave in, therefore, one is found to have structure simple, easy construction, there is greening function, soil moisture after wall can be discharged in time, and can flow backwards be prevented, intensity is high, resistant slide, prevent the split type retaining wall for hydraulic engineering of distortion and valve pit subsidence just very necessary.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, and provide one to have structure is simple, easy construction, there is greening function, wall can be discharged in time after soil moisture, and can prevent that flow backwards, intensity are high, resistant slide, prevent from being out of shape and the split type retaining wall for hydraulic engineering of valve pit subsidence.
The technical solution adopted in the utility model is achieved in that a kind of split type retaining wall for hydraulic engineering, it comprises body of wall, the top of described body of wall is provided with Hua Chi, described Hua Chi bottom is provided with coarse sands layer and boulder bed, the bottom surface of Hua Chi is provided with gutter, described gutter is connected with water inlet pipe and the outlet pipe of horizontally set, one way valve is provided with in the middle part of described water inlet pipe, the end of water inlet pipe is provided with filter, described filter comprises gridding grille and filter layer of cloth, described outlet pipe end is provided with gridding grille, the bottom of body of wall is provided with anti-skidding tenon, wall outer side bottom surface is provided with gutter, the left surface of body of wall is provided with projection, the right flank of body of wall is provided with the groove matched with projection, the wall back surface of body of wall is evenly provided with reinforcing rib.
Described water inlet pipe and outlet pipe magnitude setting are no less than 1 respectively.
Described one way valve opening direction is set to water inlet pipe to outlet pipe direction.
Described filter arranges order and is followed successively by gridding grille and filter layer of cloth from outside to inside.
Described anti-skidding tenon and body of wall are formed in one structure.
Described reinforcing rib magnitude setting is no less than 2.
The beneficial effects of the utility model: a kind of split type retaining wall for hydraulic engineering of the utility model, it comprises body of wall, the top of body of wall is provided with Hua Chi, Hua Chizhong can plant green plants, so just surrounding enviroment can be improved, the bottom in flower pond is provided with coarse sands layer and boulder bed, the bottom surface of Hua Chi is provided with gutter, the setting of this structure just can prevent the impact due to rainy weather etc., after there is ponding in flower pond, can by the filtration of coarse sands layer and boulder bed, discharged by gutter, avoid colored pond internal water accumulation, prevent ponding to the erosion of retaining wall, body of wall inside is provided with horizontal water inlet pipe and outlet pipe in addition, when moisture in soil content is excessive, moisture can be discharged through outlet pipe by the water inlet pipe be arranged in retaining wall, avoid because soil water content is excessive, soil deadweight increases, retaining wall load increases, reduce the load of retaining wall, enhance the application life of retaining wall, improve the safety of hydraulic engineering, and, the moisture of discharging is discharged by the gutter being arranged on wall outer side bottom surface, avoid current for a long time to the corrosion bottom body of wall, enhance the life-span of body of wall, in addition water inlet pipe mouth of pipe place is provided with filter, moisture in soil can through the effect of gridding grille and filter layer of cloth, by soil gear outside retaining wall, avoid soil to enter into pipeline to go, prevent the blocking of pipeline, and on water inlet pipe, be provided with one way valve, when the metope side water yield increases, current can be entered by outlet pipe, at this moment one way valve just prevents current to enter into soil horizon by outlet pipe, prevent pouring in down a chimney of current, and water inlet pipe mouth of pipe place is provided with gridding grille and also can prevents the current impurity poured in down a chimney from entering pipeline, the bottom of body of wall is provided with anti-skidding tenon, avoiding problems because the upper time is subject to the pressure of body of wall back side soil, the danger of slippage can be there is in retaining wall, security performance is better, in addition retaining wall dorsal part is provided with reinforcing rib, add the intensity of body of wall, more safe and reliable, the left surface of body of wall is provided with projection, the right flank of body of wall is provided with groove, and the projection arranged and fit depressions, so just can in construction of hydro project, prefabricated to retaining wall, then installing, shorten the duration of construction, improve efficiency, and this split type retaining wall for hydraulic engineering, setting due to split defines natural deformation joint, avoid owing to being out of shape the damage causing body of wall, also prevent because the sedimentation of part geology is on the impact of whole retaining wall simultaneously, it is more convenient to safeguard, it is simple that the utility model has structure, easy construction, there is greening function, soil moisture after wall can be discharged in time, and can flow backwards be prevented, intensity is high, resistant slide, prevent distortion and valve pit subsidence, sliceable advantage.
Accompanying drawing explanation
Fig. 1 is a kind of split type retaining wall for hydraulic engineering structural representation of the utility model.
Fig. 2 is a kind of split type retaining wall for hydraulic engineering sectional drawing of the utility model.
Fig. 3 is a kind of split type retaining wall for hydraulic engineering left view of the utility model.
In figure: 1, body of wall 2, Hua Chi 3, coarse sands layer 4, boulder bed 5, gutter 6, water inlet pipe 7, outlet pipe 8, one way valve 9, filter 901, gridding grille 902, filter layer of cloth 10, anti-skidding tenon 11, gutter 12, projection 13, groove 14, reinforcing rib.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described further.
Embodiment 1
As Fig. 1, shown in Fig. 2 and Fig. 3, a kind of split type retaining wall for hydraulic engineering, it comprises body of wall 1, the top of described body of wall 1 is provided with Hua Chi 2, described bottom, colored pond 2 is provided with coarse sands layer 3 and boulder bed 4, the bottom surface in flower pond 2 is provided with gutter 5, described gutter 5 is connected with water inlet pipe 6 and the outlet pipe 7 of horizontally set, one way valve 8 is provided with in the middle part of described water inlet pipe 6, the end of water inlet pipe 6 is provided with filter 9, described filter comprises gridding grille 901 and filter layer of cloth 902, described outlet pipe 7 end is provided with gridding grille 901, the bottom of body of wall 1 is provided with anti-skidding tenon 10, body of wall 1 outside bottom surface is provided with gutter 11, the left surface of body of wall 1 is provided with protruding 12, the right flank of body of wall 1 is provided with and protruding 12 grooves 13 matched, the wall back surface of body of wall 1 is evenly provided with reinforcing rib 14.
A kind of split type retaining wall for hydraulic engineering of the utility model, it comprises body of wall, the top of body of wall is provided with Hua Chi, Hua Chizhong can plant green plants, so just surrounding enviroment can be improved, the bottom in flower pond is provided with coarse sands layer and boulder bed, the bottom surface of Hua Chi is provided with gutter, the setting of this structure just can prevent the impact due to rainy weather etc., after there is ponding in flower pond, can by the filtration of coarse sands layer and boulder bed, discharged by gutter, avoid colored pond internal water accumulation, prevent ponding to the erosion of retaining wall, body of wall inside is provided with horizontal water inlet pipe and outlet pipe in addition, when moisture in soil content is excessive, moisture can be discharged through outlet pipe by the water inlet pipe be arranged in retaining wall, avoid because soil water content is excessive, soil deadweight increases, retaining wall load increases, reduce the load of retaining wall, enhance the application life of retaining wall, improve the safety of hydraulic engineering, and, the moisture of discharging is discharged by the gutter being arranged on wall outer side bottom surface, avoid current for a long time to the corrosion bottom body of wall, enhance the life-span of body of wall, in addition water inlet pipe mouth of pipe place is provided with filter, moisture in soil can through the effect of gridding grille and filter layer of cloth, by soil gear outside retaining wall, avoid soil to enter into pipeline to go, prevent the blocking of pipeline, and on water inlet pipe, be provided with one way valve, when the metope side water yield increases, current can be entered by outlet pipe, at this moment one way valve just prevents current to enter into soil horizon by outlet pipe, prevent pouring in down a chimney of current, and water inlet pipe mouth of pipe place is provided with gridding grille and also can prevents the current impurity poured in down a chimney from entering pipeline, the bottom of body of wall is provided with anti-skidding tenon, avoiding problems because the upper time is subject to the pressure of body of wall back side soil, the danger of slippage can be there is in retaining wall, security performance is better, in addition retaining wall dorsal part is provided with reinforcing rib, add the intensity of body of wall, more safe and reliable, the left surface of body of wall is provided with projection, the right flank of body of wall is provided with groove, and the projection arranged and fit depressions, so just can in construction of hydro project, prefabricated to retaining wall, then installing, shorten the duration of construction, improve efficiency, and this split type retaining wall for hydraulic engineering, setting due to split defines natural deformation joint, avoid owing to being out of shape the damage causing body of wall, also prevent because the sedimentation of part geology is on the impact of whole retaining wall simultaneously, it is more convenient to safeguard, it is simple that the utility model has structure, easy construction, there is greening function, soil moisture after wall can be discharged in time, and can flow backwards be prevented, intensity is high, resistant slide, prevent distortion and valve pit subsidence, sliceable advantage.
Embodiment 2
As Fig. 1, shown in Fig. 2 and Fig. 3, a kind of split type retaining wall for hydraulic engineering, it comprises body of wall 1, the top of described body of wall 1 is provided with Hua Chi 2, described bottom, colored pond 2 is provided with coarse sands layer 3 and boulder bed 4, the bottom surface in flower pond 2 is provided with gutter 5, described gutter 5 is connected with water inlet pipe 6 and the outlet pipe 7 of horizontally set, one way valve 8 is provided with in the middle part of described water inlet pipe 6, the end of water inlet pipe 6 is provided with filter 9, described filter comprises gridding grille 901 and filter layer of cloth 902, described outlet pipe 7 end is provided with gridding grille 901, the bottom of body of wall 1 is provided with anti-skidding tenon 10, body of wall 1 outside bottom surface is provided with gutter 11, the left surface of body of wall 1 is provided with protruding 12, the right flank of body of wall 1 is provided with and protruding 12 grooves 13 matched, the wall back surface of body of wall 1 is evenly provided with reinforcing rib 14.
Described water inlet pipe 6 and outlet pipe 7 magnitude setting are no less than 1 respectively.
Described one way valve 8 opening direction is set to water inlet pipe 6 to outlet pipe 7 direction.
Described filter 9 arranges order and is followed successively by gridding grille 901 and filter layer of cloth 902 from outside to inside.
Described anti-skidding tenon 10 and body of wall 1 are formed in one structure.
Described reinforcing rib 14 magnitude setting is no less than 2.
A kind of split type retaining wall for hydraulic engineering of the utility model, it comprises body of wall, the top of body of wall is provided with Hua Chi, Hua Chizhong can plant green plants, so just surrounding enviroment can be improved, the bottom in flower pond is provided with coarse sands layer and boulder bed, the bottom surface of Hua Chi is provided with gutter, the setting of this structure just can prevent the impact due to rainy weather etc., after there is ponding in flower pond, can by the filtration of coarse sands layer and boulder bed, discharged by gutter, avoid colored pond internal water accumulation, prevent ponding to the erosion of retaining wall, body of wall inside is provided with horizontal water inlet pipe and outlet pipe in addition, when moisture in soil content is excessive, moisture can be discharged through outlet pipe by the water inlet pipe be arranged in retaining wall, avoid because soil water content is excessive, soil deadweight increases, retaining wall load increases, reduce the load of retaining wall, enhance the application life of retaining wall, improve the safety of hydraulic engineering, and, the moisture of discharging is discharged by the gutter being arranged on wall outer side bottom surface, avoid current for a long time to the corrosion bottom body of wall, enhance the life-span of body of wall, in addition water inlet pipe mouth of pipe place is provided with filter, moisture in soil can through the effect of gridding grille and filter layer of cloth, by soil gear outside retaining wall, avoid soil to enter into pipeline to go, prevent the blocking of pipeline, and on water inlet pipe, be provided with one way valve, when the metope side water yield increases, current can be entered by outlet pipe, at this moment one way valve just prevents current to enter into soil horizon by outlet pipe, prevent pouring in down a chimney of current, and water inlet pipe mouth of pipe place is provided with gridding grille and also can prevents the current impurity poured in down a chimney from entering pipeline, the bottom of body of wall is provided with anti-skidding tenon, avoiding problems because the upper time is subject to the pressure of body of wall back side soil, the danger of slippage can be there is in retaining wall, security performance is better, in addition retaining wall dorsal part is provided with reinforcing rib, add the intensity of body of wall, more safe and reliable, the left surface of body of wall is provided with projection, the right flank of body of wall is provided with groove, and the projection arranged and fit depressions, so just can in construction of hydro project, prefabricated to retaining wall, then installing, shorten the duration of construction, improve efficiency, and this split type retaining wall for hydraulic engineering, setting due to split defines natural deformation joint, avoid owing to being out of shape the damage causing body of wall, also prevent because the sedimentation of part geology is on the impact of whole retaining wall simultaneously, it is more convenient to safeguard, it is simple that the utility model has structure, easy construction, there is greening function, soil moisture after wall can be discharged in time, and can flow backwards be prevented, intensity is high, resistant slide, prevent distortion and valve pit subsidence, sliceable advantage.
Claims (6)
1. a split type retaining wall for hydraulic engineering, it comprises body of wall, it is characterized in that: the top of described body of wall is provided with Hua Chi, described Hua Chi bottom is provided with coarse sands layer and boulder bed, the bottom surface of Hua Chi is provided with gutter, described gutter is connected with water inlet pipe and the outlet pipe of horizontally set, one way valve is provided with in the middle part of described water inlet pipe, the end of water inlet pipe is provided with filter, described filter comprises gridding grille and filter layer of cloth, described outlet pipe end is provided with gridding grille, the bottom of body of wall is provided with anti-skidding tenon, wall outer side bottom surface is provided with gutter, the left surface of body of wall is provided with projection, the right flank of body of wall is provided with the groove matched with projection, the wall back surface of body of wall is evenly provided with reinforcing rib.
2. the split type retaining wall for hydraulic engineering of one according to claim 1, is characterized in that: described water inlet pipe and outlet pipe magnitude setting are no less than 1 respectively.
3. the split type retaining wall for hydraulic engineering of one according to claim 1, is characterized in that: described one way valve opening direction is set to water inlet pipe to outlet pipe direction.
4. the split type retaining wall for hydraulic engineering of one according to claim 1, is characterized in that: described filter arranges order and is followed successively by gridding grille and filter layer of cloth from outside to inside.
5. the split type retaining wall for hydraulic engineering of one according to claim 1, is characterized in that: described anti-skidding tenon and body of wall are formed in one structure.
6. the split type retaining wall for hydraulic engineering of one according to claim 1, is characterized in that: described reinforcing rib magnitude setting is no less than 2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420774138.2U CN204343246U (en) | 2014-12-11 | 2014-12-11 | A kind of split type retaining wall for hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420774138.2U CN204343246U (en) | 2014-12-11 | 2014-12-11 | A kind of split type retaining wall for hydraulic engineering |
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| Publication Number | Publication Date |
|---|---|
| CN204343246U true CN204343246U (en) | 2015-05-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420774138.2U Expired - Fee Related CN204343246U (en) | 2014-12-11 | 2014-12-11 | A kind of split type retaining wall for hydraulic engineering |
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| CN (1) | CN204343246U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105002928A (en) * | 2015-08-10 | 2015-10-28 | 中建八局第一建设有限公司 | Gravity type point-adhered rubble stone plant caulking ecological retaining wall and construction method thereof |
| CN105200959A (en) * | 2015-09-17 | 2015-12-30 | 华北水利水电大学 | Mobile flood prevention combined embankment and gravity water blocking section thereof |
| CN107313396A (en) * | 2017-08-14 | 2017-11-03 | 宿州冬宇环保科技有限公司 | A kind of environment-friendly type lake isolating device |
| CN108331012A (en) * | 2018-03-12 | 2018-07-27 | 中国建筑第二工程局有限公司 | A kind of civil construction retaining wall structure and its construction method |
| CN108374388A (en) * | 2018-04-03 | 2018-08-07 | 晋泽兵 | A kind of retaining wall for hydraulic engineering |
| CN109469000A (en) * | 2018-11-20 | 2019-03-15 | 大连德联科技有限公司 | A kind of application method of quick-splicing type sewage deflector |
| CN110397049A (en) * | 2019-07-19 | 2019-11-01 | 河北工业大学 | A kind of counterfort wall and its construction method with drainage |
| CN111350207A (en) * | 2020-03-11 | 2020-06-30 | 赵金玉 | Hydraulic engineering retaining wall |
-
2014
- 2014-12-11 CN CN201420774138.2U patent/CN204343246U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105002928A (en) * | 2015-08-10 | 2015-10-28 | 中建八局第一建设有限公司 | Gravity type point-adhered rubble stone plant caulking ecological retaining wall and construction method thereof |
| CN105200959A (en) * | 2015-09-17 | 2015-12-30 | 华北水利水电大学 | Mobile flood prevention combined embankment and gravity water blocking section thereof |
| CN107313396A (en) * | 2017-08-14 | 2017-11-03 | 宿州冬宇环保科技有限公司 | A kind of environment-friendly type lake isolating device |
| CN108331012A (en) * | 2018-03-12 | 2018-07-27 | 中国建筑第二工程局有限公司 | A kind of civil construction retaining wall structure and its construction method |
| CN108331012B (en) * | 2018-03-12 | 2023-07-25 | 中国建筑第二工程局有限公司 | Retaining wall structure for civil construction and construction method thereof |
| CN108374388A (en) * | 2018-04-03 | 2018-08-07 | 晋泽兵 | A kind of retaining wall for hydraulic engineering |
| CN109469000A (en) * | 2018-11-20 | 2019-03-15 | 大连德联科技有限公司 | A kind of application method of quick-splicing type sewage deflector |
| CN110397049A (en) * | 2019-07-19 | 2019-11-01 | 河北工业大学 | A kind of counterfort wall and its construction method with drainage |
| CN111350207A (en) * | 2020-03-11 | 2020-06-30 | 赵金玉 | Hydraulic engineering retaining wall |
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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: 20150520 Termination date: 20151211 |
|
| EXPY | Termination of patent right or utility model |