CN107083762A - A kind of vegetation ecological concrete protective slope structure and construction method - Google Patents
A kind of vegetation ecological concrete protective slope structure and construction method Download PDFInfo
- Publication number
- CN107083762A CN107083762A CN201710178671.0A CN201710178671A CN107083762A CN 107083762 A CN107083762 A CN 107083762A CN 201710178671 A CN201710178671 A CN 201710178671A CN 107083762 A CN107083762 A CN 107083762A
- Authority
- CN
- China
- Prior art keywords
- slight slope
- bank protection
- cage
- protection net
- mounting groove
- 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.)
- Withdrawn
Links
Classifications
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G22/00—Cultivation of specific crops or plants not otherwise provided for
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/202—Securing of slopes or inclines with flexible securing means
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Botany (AREA)
- Environmental Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of vegetation ecological concrete protective slope structure and construction method, including slight slope, the side of slight slope is provided with solid shore cage toe wall, the top of slight slope is provided with bank protection net cage, eco-concrete is filled with the bank protection net cage, side of the bank protection net cage away from slight slope, which is provided with the first mounting groove, the first mounting groove, is provided with spud pile, and one end of spud pile is run through the inner bottom part of the first mounting groove and extended in slight slope.The present invention is simple in construction, and thing is taken root in by the eco-concrete cultivation in bank protection net cage, so that the ability of rain-impact is resisted on the surface for strengthening slight slope, turning set is pulled out simultaneously, spring is in extended state, makes the second fixture block and the second exact separation, rotates turning set, pass through the first fixture block and the first neck clamping, axis of rotation is driven, plate is driven by connecting rod, inserting board is entered in slight slope, spud pile is set not to be drawn out easily, so as to strengthen the bonding strength of bank protection net cage and slight slope.
Description
Technical field
The present invention relates to protective slope structure technical field, more particularly to a kind of vegetation ecological concrete protective slope structure and construction party
Method.
Background technology
Bank protection referred to prevent side slope from being washed away, the various general designations paved and transplanted done on domatic, bridge site institute
In section, the concave bank on riverbank is met by current scour year by year, riverbank can be made constantly to cave in, for protection bridge and embankment safety, palpus
Protective structure is built in concave bank, in addition, when causing river to flow to change, concave bank because setting bridge and jeopardize farmland and villages and small towns,
Also protective structure must be built on riverbank；Existing protective slope structure is usually that bank protection net cage is fixed on into slight slope using spud pile
On, it is to avoid there is the situation of landslide, still, currently used spud pile has structure single, bonding strength deficiency etc.
Shortcoming, is this it is proposed that a kind of vegetation ecological concrete protective slope structure.
The content of the invention
The invention aims to solve shortcoming present in prior art, and a kind of vegetation ecological concrete proposed
Protective slope structure and construction method.
To achieve these goals, present invention employs following technical scheme：
A kind of vegetation ecological concrete protective slope structure, including slight slope, the side of slight slope are provided with solid shore cage toe wall, slight slope it is upper
Side, which is provided with bank protection net cage, the bank protection net cage, is filled with eco-concrete, and side of the bank protection net cage away from slight slope is provided with first
Spud pile is provided with mounting groove, the first mounting groove, one end of spud pile runs through the inner bottom part of the first mounting groove and extends to slight slope
Interior, the one end of spud pile away from slight slope, which is provided with the second mounting groove, spud pile, is provided with cavity, is provided with and turns in second mounting groove
Dynamic set, the outer ring of turning set is provided with the second fixture block, and the side wall of second mounting groove is provided with corresponding with the second fixture block second
Neck, turning set is set close to one end of cavity is through the inner bottom part of the second mounting groove and extends in cavity in the turning set
There is rotating shaft, rotating shaft is provided with the first fixture block, and the inwall of turning set is provided with first neck corresponding with the first fixture block, the rotating shaft
On be socketed with spring, the two ends of spring are fixedly connected with turning set and rotating shaft respectively, and the rotating shaft is provided with the 3rd mounting groove, the
The inwall of three mounting grooves is rotatably connected to connecting rod, and the one end of connecting rod away from rotating shaft is rotatably connected to plate, the cavity
Inwall is provided with the impenetrating mouth corresponding with plate.
Preferably, the number of first fixture block and the second fixture block is at least equidistant ring between three, and the first fixture block
Shape is arranged, and equidistant ring is arranged between the second fixture block.
Preferably, the number of the connecting rod is three, and three connecting rod equidistant ring arrangements.
Preferably, the angle between the connecting rod and plate is acute angle.
The construction method of above-mentioned vegetation ecological concrete bank protection knot is solid shore cage toe wall of first constructing, and treats that solid shore cage toe wall is torn open
Mould maintenance reaches after intensity that slight slope of constructing installs bank protection net cage, bank protection net cage is entered with plate, rotating shaft, spud pile and turning set
Row is fixed, and covers waterproof cover；
Gu the construction of shore cage toe wall, including basement process, the cushion construction of solid shore cage toe wall are applied with solid shore cage toe wall main body
Work；Gu the ground of shore cage toe wall must be solid reliable, it will be changed when there is mollisol or ground is uneven and fill out processing, and make ground
Bearing capacity uniformity；Need to carry out the qualified ability casting concrete bed course of acceptance of concealed work after basement process；Bed course coagulation
Solid shore cage toe wall main body construction could be carried out after soil hardening；Gu during the cage toe wall main body construction of shore, it is to be ensured that Gu shore cage toe wall main body
Perpendicularity meet the requirements；
Gu the construction of slight slope is carried out after the complete acceptance(check) of shore cage toe wall main body construction；Slight slope uses moisture content to be optimal aqueous
The native compaction in layers of element of rate；
When bank protection net cage is installed, slight slope is now repaired regular, by bank protection net cage making on the surface of slight slope, spud pile worn
The hole for crossing bank protection net cage is squeezed into slight slope, plate, rotating shaft and turning set is installed, with spud pile, plate, rotating shaft and turning set pair
Bank protection net cage is fixed, after all fixing, and covers waterproof cover.
Compared with prior art, the beneficial effects of the invention are as follows：The present invention is simple in construction, passes through the life in bank protection net cage
Thing is taken root in the cultivation of state concrete, so that the ability of rain-impact is resisted on the surface for strengthening slight slope, while pulling out at turning set, spring
In extended state, make the second fixture block and the second exact separation, rotate turning set, pass through the first fixture block and the first neck clamping, band
Dynamic axis of rotation, drives plate by connecting rod, inserting board is entered in slight slope, spud pile is not drawn out easily, so as to strengthen bank protection
The bonding strength of net cage and slight slope.
Brief description of the drawings
Fig. 1 is structural representation proposed by the present invention；
Fig. 2 is part A structural representation in Fig. 1；
Fig. 3 is the schematic cross-section of spud pile；
Fig. 4 is the connection diagram of spud pile and turning set.
In figure：Slight slope 1, plate 2, rotating shaft 3, spud pile 4, turning set 5, waterproof cover 6, bank protection net cage 7, solid shore cage toe wall 8,
First fixture block 9, spring 10, connecting rod 11, the second fixture block 12.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.
Reference picture 1-4, a kind of vegetation ecological concrete protective slope structure, including slight slope 1, the side of slight slope 1 are provided with solid shore cage
Toe wall 8, the top of slight slope 1, which is provided with bank protection net cage 7, bank protection net cage 7, is filled with eco-concrete, and bank protection net cage 7 is away from slight slope 1
Side be provided with the first mounting groove, spud pile 4 is provided with the first mounting groove, one end of spud pile 4 is through the interior of the first mounting groove
Bottom is simultaneously extended in slight slope 1, and the one end of spud pile 4 away from slight slope 1, which is provided with the second mounting groove, spud pile 4, is provided with cavity, the
Turning set 5 is provided with two mounting grooves, the outer ring of turning set 5 is provided with the second fixture block 12, and the side wall of the second mounting groove is provided with and second
The second corresponding neck of fixture block 12, turning set 5 is close to one end of cavity is through the inner bottom part of the second mounting groove and extends to sky
Rotating shaft 3 is provided with intracavitary, turning set 5.
Rotating shaft 3 is provided with the number at least three of the first fixture block 9, the first fixture block 9 and the second fixture block 12, and the first card
Equidistant ring is arranged between block 9, and equidistant ring is arranged between the second fixture block 12, it is ensured that turning set 5 more steps up with the clamping of spud pile 4
Close, the inwall of turning set 5, which is provided with the first neck corresponding with the first fixture block 9, rotating shaft 3, is socketed with spring 10, spring 10
Two ends are fixedly connected with turning set 5 and rotating shaft 3 respectively, and rotating shaft 3 is provided with the 3rd mounting groove, and the inwall of the 3rd mounting groove, which is rotated, to be connected
Connecting rod 11 is connected to, the one end of connecting rod 11 away from rotating shaft 3 is rotatably connected to plate 2, and the number of connecting rod 11 is three, and three
The individual equidistant ring of connecting rod 11 arrangement, the angle between connecting rod 11 and plate 2 is acute angle, and the inwall of cavity is provided with and plate 2
Corresponding impenetrating mouth.
A kind of construction method of described vegetation ecological concrete bank protection knot, solid shore cage toe wall 8 of first constructing, treats solid shore cage toe
The form removal of wall 8 maintenance reaches after intensity that slight slope 1 of constructing installs bank protection net cage 7, with plate 2, rotating shaft 3, spud pile 4 and turning set 5
Bank protection net cage 7 is fixed, waterproof cover 6 is covered；
Gu the construction of shore cage toe wall 8, includes basement process, cushion construction and the solid main body of shore cage toe wall 8 of solid shore cage toe wall 8
Construction；Gu the ground of shore cage toe wall 8 must be solid reliable, it will be changed when there is mollisol or ground is uneven and fill out processing, made
Foundation bearing capacity uniformity；Need to carry out the qualified ability casting concrete bed course of acceptance of concealed work after basement process；Bed course
The solid main body construction of shore cage toe wall 8 could be carried out after concrete hardening；Gu during cage toe 8 main body construction of wall of shore, it is to be ensured that Gu shore cage toe
The perpendicularity of the main body of wall 8 meets the requirements；
Gu the construction of slight slope 1 is carried out after the complete acceptance(check) of main body construction of shore cage toe wall 8；Slight slope 1 uses moisture content to be optimal
The native compaction in layers of element of moisture content, it is exactly optimum moisture content to most closely knit water content that can make soil pressure, and the numerical value of different soil is not
With, but belong to basic general knowledge for those skilled in the art.
When bank protection net cage 7 is installed, slight slope 1 is now repaired regular, by the making of bank protection net cage 7 on the surface of slight slope 1, by fixation
Stake 4 is squeezed into slight slope 1 through the hole of bank protection net cage 7, installs plate 2, rotating shaft 3 and turning set 5, with spud pile 4, plate 2, is turned
Bank protection net cage 7 is fixed with turning set 5 for axle 3, after all fixing, and covers waterproof cover 6.
Operation principle：Thing is taken root in eco-concrete cultivation in bank protection net cage 7, so as to strengthen the surface resistance rain of slight slope
The ability of water slug, while pulling out turning set 5, spring 10 is in extended state, makes the second fixture block 12 and the second exact separation, turns
Dynamic turning set 5, by the first fixture block 9 and the first neck clamping, drives rotating shaft 3 to rotate, plate 2 is driven by connecting rod 11, will
In the insertion slight slope 1 of plate 2, turning set 5 is unclamped, under the pulling force of spring 10, turning set 5 is drawn into the second mounting groove, make the
Two fixture blocks 12 and the second neck clamping, fixed rotating shaft 3, make spud pile 4 not be drawn out easily, so as to strengthen the company of bank protection net cage and slight slope
Connect intensity.
The foregoing is only a preferred embodiment of the present invention, but protection scope of the present invention be not limited thereto,
Any one skilled in the art the invention discloses technical scope in, technique according to the invention scheme and its
Inventive concept is subject to equivalent substitution or change, should all be included within the scope of the present invention.
Claims (5)
1. a kind of vegetation ecological concrete protective slope structure, including slight slope (1), the side of slight slope (1) are provided with solid shore cage toe wall (8),
The top of slight slope (1) is provided with bank protection net cage (7), it is characterised in that eco-concrete, shield are filled with the bank protection net cage (7)
Side of the slope net cage (7) away from slight slope (1), which is provided with the first mounting groove, the first mounting groove, is provided with spud pile (4), spud pile (4)
One end through the first mounting groove inner bottom part and extend in slight slope (1), the one end of spud pile (4) away from slight slope (1) is provided with
It is provided with second mounting groove, spud pile (4) in cavity, second mounting groove and is provided with turning set (5), the outer ring of turning set (5)
Provided with the second fixture block (12), the side wall of second mounting groove is provided with second neck corresponding with the second fixture block (12), rotates
Set (5) is provided with the turning set (5) and turned close to one end of cavity is through the inner bottom part of the second mounting groove and extends in cavity
Axle (3), rotating shaft (3) is provided with the first fixture block (9), and the inwall of turning set (5) is provided with first card corresponding with the first fixture block (9)
Spring (10) is socketed with groove, the rotating shaft (3), the two ends of spring (10) are fixed with turning set (5) and rotating shaft (3) respectively to be connected
Connect, the rotating shaft (3) is provided with the 3rd mounting groove, the inwall of the 3rd mounting groove is rotatably connected to connecting rod (11), connecting rod
(11) one end away from rotating shaft (3) is rotatably connected to plate (2), and the inwall of the cavity is provided with and plate (2) is corresponding passes through
Wear mouth.
2. a kind of vegetation ecological concrete protective slope structure according to claim 1, it is characterised in that first fixture block
(9) and the second fixture block (12) number be at least between three, and the first fixture block (9) equidistant ring arrange, the second fixture block
(12) equidistant ring is arranged between.
3. a kind of vegetation ecological concrete protective slope structure according to claim 1, it is characterised in that the connecting rod (11)
Number be between three, and three connecting rods (11) equidistant ring arrange.
4. a kind of vegetation ecological concrete protective slope structure according to claim 1, it is characterised in that the connecting rod (11)
Angle between plate (2) is acute angle.
5. the construction method of the vegetation ecological concrete bank protection knot described in a kind of claim 1, it is characterised in that first construct Gu Bin
Cage toe wall (8), after solid shore cage toe wall (8) form removal maintenance reach intensity after, construct slight slope (1), install bank protection net cage (7), with insert
Bank protection net cage (7) is fixed for plate (2), rotating shaft (3), spud pile (4) and turning set (5), covers waterproof cover (6)；
Gu the construction of shore cage toe wall (8), includes basement process, cushion construction and solid shore cage toe wall (8) master of solid shore cage toe wall (8)
Body construction；Gu the ground of shore cage toe wall (8) must be solid reliable, it will be changed when there is mollisol or ground is uneven and fill out place
Reason, makes foundation bearing capacity uniformity；Need to carry out the qualified ability casting concrete bed course of acceptance of concealed work after basement process；
Solid shore cage toe wall (8) main body construction could be carried out after blinding concrete hardening；During shore Gu cage toe wall (8) main body construction, it is to be ensured that
The perpendicularity of shore Gu cage toe wall (8) main body meets the requirements；
Gu the construction of slight slope (1) is carried out after the complete acceptance(check) of shore cage toe wall (8) main body construction；Slight slope (1) uses moisture content for most
The native compaction in layers of element of good moisture content；
When bank protection net cage (7) are installed, slight slope (1) is now repaired regular, will by bank protection net cage (7) making on the surface of slight slope (1)
The hole of spud pile (4) through bank protection net cage (7) is squeezed into slight slope (1), is installed plate (2), rotating shaft (3) and turning set (5), is used
Bank protection net cage (7) is fixed for spud pile (4), plate (2), rotating shaft (3) and turning set (5), after all fixing, covers anti-
Water cover (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710178671.0A CN107083762A (en) | 2017-03-23 | 2017-03-23 | A kind of vegetation ecological concrete protective slope structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710178671.0A CN107083762A (en) | 2017-03-23 | 2017-03-23 | A kind of vegetation ecological concrete protective slope structure and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107083762A true CN107083762A (en) | 2017-08-22 |
Family
ID=59614670
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710178671.0A Withdrawn CN107083762A (en) | 2017-03-23 | 2017-03-23 | A kind of vegetation ecological concrete protective slope structure and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107083762A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107588272A (en) * | 2017-10-14 | 2018-01-16 | 江苏恒润波纹管有限公司 | A kind of fixing device of additional reinforcement connection bellows |
| CN107618816A (en) * | 2017-10-27 | 2018-01-23 | 山东通泰橡胶股份有限公司 | A kind of adjustable rubber conveyer belt |
| CN107926365A (en) * | 2017-12-26 | 2018-04-20 | 上海双骏环保科技有限公司 | A kind of shore bank band vertical greening planting equipment and its implantation methods |
| CN108396708A (en) * | 2018-01-25 | 2018-08-14 | 浙江水利水电学院 | A kind of mask board construction method of resistant to breakage |
| CN110904982A (en) * | 2019-12-03 | 2020-03-24 | 李治平 | Reverse locking reusable slope strengthening device |
| CN113716701A (en) * | 2021-09-17 | 2021-11-30 | 江苏省泗洪洪泽湖湿地国家级自然保护区管理处 | Flood wetland pond-beach-island ecological restoration mode |
| CN114164723A (en) * | 2021-11-19 | 2022-03-11 | 山东高速工程建设集团有限公司 | Muck type construction waste filled highway subgrade and construction method thereof |
-
2017
- 2017-03-23 CN CN201710178671.0A patent/CN107083762A/en not_active Withdrawn
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107588272A (en) * | 2017-10-14 | 2018-01-16 | 江苏恒润波纹管有限公司 | A kind of fixing device of additional reinforcement connection bellows |
| CN107588272B (en) * | 2017-10-14 | 2023-01-10 | 江苏恒润波纹管有限公司 | Fixing device for assisting in reinforcing and connecting corrugated pipe |
| CN107618816A (en) * | 2017-10-27 | 2018-01-23 | 山东通泰橡胶股份有限公司 | A kind of adjustable rubber conveyer belt |
| CN107926365A (en) * | 2017-12-26 | 2018-04-20 | 上海双骏环保科技有限公司 | A kind of shore bank band vertical greening planting equipment and its implantation methods |
| CN108396708A (en) * | 2018-01-25 | 2018-08-14 | 浙江水利水电学院 | A kind of mask board construction method of resistant to breakage |
| CN110904982A (en) * | 2019-12-03 | 2020-03-24 | 李治平 | Reverse locking reusable slope strengthening device |
| CN113716701A (en) * | 2021-09-17 | 2021-11-30 | 江苏省泗洪洪泽湖湿地国家级自然保护区管理处 | Flood wetland pond-beach-island ecological restoration mode |
| CN114164723A (en) * | 2021-11-19 | 2022-03-11 | 山东高速工程建设集团有限公司 | Muck type construction waste filled highway subgrade and construction method thereof |
| CN114164723B (en) * | 2021-11-19 | 2022-12-13 | 山东高速工程建设集团有限公司 | Muck type building waste filled highway subgrade and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107083762A (en) | A kind of vegetation ecological concrete protective slope structure and construction method | |
| CN204418127U (en) | A kind of landscape type overfall dam | |
| CN205077461U (en) | Absorption basin protects anti - drainage structures of straining of smooth bottom plate | |
| CN208055802U (en) | A kind of row oozes mating type road structure | |
| CN106717218A (en) | A kind of mining collapse area agricultural is reclaimed comprehensive processing method | |
| CN203675617U (en) | Ship-type automatic lotus root digging machine | |
| CN207392127U (en) | A kind of bank protection barricade applied to hydraulic engineering | |
| CN205152945U (en) | Rig bored concrete pile is dug soon in all casing drill combination | |
| CN204151796U (en) | A kind of reinforcement eco-concrete bank protection | |
| CN106939610A (en) | A kind of integrated precipitation pumping system | |
| CN207033489U (en) | Water rich strata tunnel bottom discharge structure | |
| CN206616517U (en) | A kind of vegetation ecological concrete protective slope structure | |
| CN202023185U (en) | Concrete tubular pile | |
| CN206143783U (en) | Supporting device for preventing mud rock landslide | |
| CN206015511U (en) | One implant post steel pipe column | |
| CN101139837A (en) | Construction plant for tree-root shaped pile | |
| CN201349400Y (en) | Drilling machine | |
| CN210482182U (en) | Double-river structure for constructing ecological circulating water system | |
| CN204728270U (en) | For the guard system of Hydraulic and Hydro-Power Engineering side slope | |
| CN207392141U (en) | A kind of ecological revetment of river and lake recycling sludge disposal | |
| CN207211173U (en) | CFRD reverse drainage system | |
| CN208650075U (en) | A kind of construction stage catch pit precipitation construction | |
| CN209053454U (en) | A kind of architectural engineering sandy soil radical occlusion device | |
| CN208934004U (en) | A kind of retaining wall for hydraulic engineering for arranging ponding | |
| CN203846479U (en) | Saturated loose sand compacting system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20170822 |