CN205035763U - Ecological shore protection interlock brick in high strength river course - Google Patents
Ecological shore protection interlock brick in high strength river course Download PDFInfo
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- CN205035763U CN205035763U CN201520595055.1U CN201520595055U CN205035763U CN 205035763 U CN205035763 U CN 205035763U CN 201520595055 U CN201520595055 U CN 201520595055U CN 205035763 U CN205035763 U CN 205035763U
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Abstract
The utility model provides an ecological shore protection interlock brick in high strength river course, including left side butt joint face, right side butt joint face, the upstream face, the back side, go up stack face and lower stack face, docking the face with the right side, butt joint face in a left side be equipped with spacing convex body and spacing recess on, spacing convex body and spacing recess interval distribution, spacing convex body on two adjacent bricks on the left butt joint face docks the mutual interlock of spacing recess on the face with the right side, be equipped with between upstream face and the back side and add stake solidification through -hole and festival material through -hole, it is used for penetrating of solidification stake to add stake solidification through -hole, it also is fishes and shrimps that festival material through -hole is the space of section material, aquatic animals such as crab perch the space. The utility model provides the high anti unrestrained ability of hitting of the pressure -bearing of dykes and dams river bank under the extreme condition of depth of water torrent billow has been solved the shore protection and has been built the raw and other materials problems of dealing with with silt in short supply such as stone material by laying bricks or stones, promotes river course ecosystem's sound development, and the construction is swift, long service life, can the full play river course in flood control, water drainage, ecological environmental protection and the comprehensive function in the aspect of improving all ring edge borders etc..
Description
Technical field:
The utility model relates to river course dykes and dams shore protection building block, particularly relate to a kind of utilize river and lake silt to fire there is laying bricks of ecological functions.
Background technology:
Along with the development of society; the progress of technology; people more and more pay attention to conservation of natural environment; protection blue mountains and green waters has become the beautiful property Environmental Protection Target of governments at all levels of China, should protect green hill, guard clear water again; this will ask for help to reduce or the unrest of stopping stone material is adopted and disorderly dug; desilting, revetment Strengthen and regulate to be carried out to waters such as existing river, the pool, reservoirs, prevent river levee paralysis from collapsing or breaching a dyke, improve the ecological functions in the waters such as river, the pool, reservoir.At present, the river levee water bank present situation in the waters such as river, lake, the pool, reservoir of China is troubling.For reservoir embankment, the evolution process of the upstream face construction of reservoir embankment is: original earth slope for compacting, and the ability corroded due to earth water resistant wave or tidewater is more weak, especially boisterously washes away, all need maintenance to repair every year, human and material resources drop into greatly.In recent years, people are typically employed in dry paving stone (concrete precast block) or the real paving of band cement joint on earth slope, owing to there is larger gap between stone and stone in dry paving structure, earth in gap is subject to stormy waves or washing away of tidewater and corrodes, time one is long, stone back side causes upstream face avalanche because losing support, although the upstream face that stone is laid is more durable than pure earth upstream face, but also there is fatal weakness after all, its anti-flood capacity is also very poor, be only applicable to stable level, the inland river that area is less, for outer river, lake, reservoir, the dykes and dams riverbank General Requirements in the larger waters of the water surface such as transport river course makes the real paving of employing stone revetment, but in real paving stone scheme, although with cement edge seam between stone and stone, certain snap-in force is had between stone and stone, but stone revetment layer is individual layer to be laid, its pressure-bearing, it is still lower that anti-wave hits ability, at extreme long-time heavy rain weather, river embankment water level is in a high position, in river course, current river is anxious, wind is anxious, and the wave is high, the hydraulic pressure that border, riverbank is subject to is large, current and the impact force of billow to riverbank very big, be easy to generation to breach a dyke initiation flood.For this reason, country more and more payes attention to hydraulic engineering, all will drop into a large amount of funds every year for reservoir, river course, the maintenance of dyke is built, and wherein, solidification embankment is emphasis, and traditional channel revetment engineering lays particular emphasis on flood control, water drainage, diversion, the basic functions such as shipping, in the design of shore protection, main employing grouts stone shore protection, cast-in-situ concrete shore protection, precast concrete block shore protection etc., although this type of rigidity revetment solidification intensity is better than original pure soil property river levee, its bearing strength, anti-unrestrained ability, soundness and application life are improved, but its bearing capacity depends primarily on the basic anti-pressure ability of dykes and dams, because the cured layer of individual layer all depends on basic dykes and dams, for the shore protection that stone band grouts, cast-in-situ concrete shore protection, the bank protection structure that the full width such as precast concrete block shore protection is reinforced, has not only cut off the land and water ecosystem, has eliminated fishes and shrimps, the aquatic animals such as crab class perch space on dykes and dams, also stop the growth of water plant bank, destroy the living environment of the aquatic animals and plants of water system, reduce the self-purification capacity in river course, and causing the unification of channel revetment, larger impact has been experienced in beautifying of water surface view.Now, people are proposed ecology, environmental protection, water is clear, bank is green ecological slope protection structural requirement to the design of the riparian protection of hydraulic engineering.Ecological slope protection structure top priority improves the pressure-bearing anti-wave of dykes and dams riverbank under the extreme condition of depth of water torrent billow to hit ability, secondly should consider that the bank of aquatic animals and plants lives, to factors such as quick, application life of the energy dissipating of water wave, construction and overall view aesthetic feelings, give full play to river course in flood control, water drainage, ecological, environmental protective and the comprehensive function improved in surrounding enviroment etc.
Along with the raising of China environmental protection consciousness and the strict implement of environmental law Laws & Regulations; for preserving the ecological environment; country has forbidden arbitrarily exploiting rock material resource; rock material resource exploitation is extremely restricted; shore protection stone material day is by short supply, and stone material amount needed for the solidification of China riverbank is huge, and only the shore protection demand of annual view section, Jiangsu reaches hundreds thousand of cubes; in this context, ecological revetment is the developing direction of river course hydraulic engineering.
Ecological revetment refers to have nature riverbank " permeability " feature, can meet the artificial revetment form of aquatic animals and plants life habit, take into account the ecological effect of engineering under the prerequisite guaranteeing bank protection structure stability and safety.Except the basic functions such as flood control, also should possess flood detention mend withered, increase bio-diversity, the self-purification of water and Function of Landscaping etc.
In order to the ecological revetment reinforcing meeting China growing beautifies demand, in conjunction with the requirement of the existing river course comprehensive regulation of China, applicant is through studying test for a long period of time, successful design goes out to utilize river and lake silt to fire a complete set of technique of high strength river channel ecology shore protection engaging bricks, the wherein structure design of ecological revetment engaging bricks, and to assemble into high strength river channel ecology shore protection with this ecological revetment engaging bricks be core technology.
Utility model content:
The purpose of this utility model is to provide a kind of high strength river channel ecology shore protection engaging bricks, it can not only improve pressure-bearing and the erosion resistibility of bank protection structure, and meet ecological revetment requirement, also there is quick construction, ecological, environmental protective, the feature of beautifying the environment, not only meet flood control safety requirement but also be beneficial to ecosystem restoration.
The technical scheme that the utility model is taked is as follows:
A kind of high strength river channel ecology shore protection engaging bricks, it is characterized in that: comprise left interface, right interface, upstream face, back side, upper superposition face and lower superposition face, left interface and right interface are provided with spacing convex body and limited impression, spacing convex body and limited impression spaced apart, spacing convex body on adjacent two pieces of upper left interfaces of brick is engaged mutually with the limited impression on right interface, be provided with between upstream face and back side and add stake solidification through hole and joint material through hole, add stake solidification through hole for solidifying penetrating of stake, joint material through hole be joint material space be also fishes and shrimps, the aquatic animals such as crab class perch space.
Further, upper superposition face and lower superposition face are also provided with spacing convex body and limited impression, spacing convex body and limited impression spaced apart.
Further, between upstream face and back side, be at least provided with one add stake solidification through hole.
Further, be provided with one at the center of upstream face and back side and add stake solidification through hole.
Further, add stake solidification through hole and save material through hole and be parallel to each other.
Further, the shape adding stake solidification through hole and joint material through hole described in is polygon or circle.
Further, the shape adding stake solidification through hole described in is polygon.
Further, the shape adding stake solidification through hole described in is square.
Further, upper superposition face and lower superposition face are provided with band stock tank.
Further, to solidify through hole parallel with adding stake to be with stock tank.
It is as follows that the reinforcing of high strength river channel ecology shore protection engaging bricks described in the utility model assembles method:
On the horizontal base face of river levee along the length direction of dike build together band stake reinforcement walls with together with energy dissipating Ecological Wall, band stake reinforcement walls and energy dissipating Ecological Wall all assemble with high strength river channel ecology shore protection engaging bricks band slurry described in utility model and form, on energy dissipating Ecological Wall, the upstream face of all ecological revetment engaging bricks is just to inside water channel, namely contact with river water body, mutually docking is engaged by spacing convex body with limited impression between adjacent two pieces of ecological revetment engaging bricks, between upper and lower two-layer energy dissipating ecological wall, the butt joint formed between adjacent two pieces of ecological revetment engaging bricks staggers mutually, band stake reinforcement walls is arranged between energy dissipating Ecological Wall and river levee vertical plane, in band stake reinforcement walls, the upstream face of all ecological revetment engaging bricks or back side are upward, upper superposition face or lower superposition are worn slurry and are docking integrally with energy dissipating Ecological Wall, in band stake reinforcement walls, all ecological revetment engaging bricks dock with column distribution arrangement by row, superposed to be formed by the upper and lower straight line of ecological revetment engaging bricks along short transverse and vertically solidify post, vertically solidify in post at every root and solidify an insertion indented bars in through hole from the adding stake upstream face, the bottom of indented bars is fixed on the concrete fixed bed on the horizontal base face of river levee, inject concrete and indented bars forms reinforcing pile adding in stake solidification through hole, all be integrally fixed with horizontally disposed horizontal rebar on the top of all vertical rebar of top layer of band stake reinforcement walls, and form dykes and dams shore protection top concrete knot face with concrete cast-in-situ.
This bilayer zone stake is engaged the high strength river channel ecology revetment be laid to, the bearing capacity of dykes and dams, anti-current-rush, anti-billow beating ability can be increased substantially, the formation energy dissipating Ecological Wall be built into ecological revetment engaging bricks can not only cut down impact energy to dykes and dams to the beating of water wave, and perch space for aquatic animal provides, also the growth of water plant bank is convenient to, ensure that the living environment of the aquatic animals and plants of water system, improve the self-purification capacity in river course.Band stake reinforcement walls is set up at the back side of energy dissipating Ecological Wall, an indented bars is inserted in adding in stake solidification through hole of often row ecological revetment engaging bricks in whole band stake reinforcement walls, the bottom of indented bars is fixed on the concrete fixed bed on the horizontal base face of river levee, inject concrete and indented bars forms reinforcing pile adding in stake solidification through hole, all be integrally fixed with horizontally disposed pulling force indented bars on the top of all indented barss of top layer of band stake reinforcement walls, and form the concrete strengthening layer on dykes and dams top with concrete cast-in-situ.So just the bearing strength improving dykes and dams significantly can be become, anti-unrestrained ability, all there are very big raising in soundness and application life, the inner side that such bearing structure equals dykes and dams has been built a bilayer zone stake and has been engaged the high strength river channel ecology revetment be laid to, its bearing capacity, wind and wave resistance, anti-bed scour ability is suitable with concrete cast-in-situ flood protection wall, and energy dissipating Ecological Wall can be cut down the impact energy of water wave to dykes and dams, space is perched again for aquatic animal provides, water plant is littoral growth also, it not only has the ecological performance of the anti-shore protection of earth, and more science, for aquatic animals and plants provides more ecological living environment, improve the self-cleaning ability in river course.The utility model is adopted to carry out revetment quick construction, revetment speed is more than 3 times by stone revetment speed, cement paste consumption can reduce more than 50%, occlusion structure is adopted between brick and brick, antidetonation vibrationproof ability, strong shock resistance, can resist the earthquake of higher level, flood, long service life, use almost zero dimension to protect in the future, river course can be given full play in flood control, water drainage, ecological, environmental protective and the comprehensive function improved in surrounding enviroment etc.Beautifying of the overall ecological environment of dykes and dams can be improved.
Due to ecological revetment engaging bricks described in the utility model raw materials used in be mainly mud in river course, lake, river embankment, not only can solve the handling problems that the in short supply and river and lake silt of the raw material such as stone material built by laying bricks or stones by shore protection, and mud sintered building block has good ventilative water permeability, fully ensure that the exchange between underground water and river water body, remain the ecological functions on riverbank, river course bio-diversity can be maintained, promote the sound development of river channel ecology system.
Accompanying drawing illustrates:
Fig. 1 is a kind of structural representation of ecological revetment engaging bricks described in the utility model;
Fig. 2 is the left view of Fig. 1;
Fig. 3 is the top view of Fig. 1;
Fig. 4 is the stereogram of the engaging bricks of ecological revetment shown in Fig. 1;
Fig. 5 is a kind of structural representation with ecological revetment engaging bricks revetment;
Fig. 6 is the A direction view in Fig. 5;
Fig. 7 is the top view of Fig. 6.
In figure: the left interface of 1-; The right interface of 2-; 3-upstream face; 4-back side; 5-superposes face; Face is superposed under 6-; The spacing convex body of 7-; 8-limited impression; 9-adds stake solidification through hole; 10-saves material through hole; 11-is with stock tank; 12-horizontal base face; 13-river levee vertical plane; 14-is with stake reinforcement walls; 15-energy dissipating Ecological Wall; 16-river water body; 17-vertical rebar; 18-horizontal rebar; 19-shore protection top concrete knot face.
Detailed description of the invention:
Below in conjunction with accompanying drawing, the technical solution of the utility model is clearly and completely described.
Embodiment 1: a kind of high strength river channel ecology shore protection engaging bricks, as shown in Fig. 1 ~ Fig. 7, comprise left interface 1, right interface 2, upstream face 3, back side 4, upper superposition face 5 and lower superposition face 6, left interface 1 and right interface 2 are provided with spacing convex body 7 and limited impression 8, spacing convex body 7 and limited impression 8 spaced apart, spacing convex body 7 on adjacent two pieces of upper left interfaces of brick 1 is engaged mutually with the limited impression 8 on right interface 2, be provided with one at the center of upstream face 3 and back side 4 and add stake solidification through hole 9, joint material through hole 10 is provided with between upstream face 3 and back side 4, add stake solidification through hole 9 and save material through hole 10 and be parallel to each other, the described shape adding stake solidification through hole 9 is square, the shape of joint material through hole 10 is polygon, upper superposition face 5 and lower superposition face 6 are provided with band stock tank 11, to solidify through hole 9 parallel with adding stake for band stock tank 11, add stake solidification through hole 9 for solidifying penetrating of stake, joint material through hole 10 be joint material space be also fishes and shrimps, the aquatic animals such as crab class perch space.
Embodiment 2: be with the difference of embodiment 1, upper superposition face 5 and lower superposition face 6 are also provided with spacing convex body 7 and limited impression 8, spacing convex body 7 and limited impression 8 spaced apart.
Embodiment 3: be with the difference of embodiment 1, is provided with two and adds stake solidification through hole 9 between upstream face 3 and back side 4.
High strength river channel ecology shore protection engaging bricks embodiment described in the utility model is not limited to example, also has the function replacing structures such as a lot, as long as adopt all technical schemes of technical thought of the present utility model all to belong to protection domain of the present utility model.
It is as follows that the reinforcing of high strength river channel ecology shore protection engaging bricks described in the utility model assembles method:
On the horizontal base face 12 of river levee along the length direction of dike build together band stake reinforcement walls 14 with together with energy dissipating Ecological Wall 15, band stake reinforcement walls 14 and energy dissipating Ecological Wall 15 all assemble with high strength river channel ecology shore protection engaging bricks band slurry described in utility model and form, on energy dissipating Ecological Wall 15, the upstream face 3 of all ecological revetment engaging bricks is just to inside water channel, namely contact with river water body 16, mutually docking is engaged by spacing convex body 7 with limited impression 8 between adjacent two pieces of ecological revetment engaging bricks, between upper and lower two-layer energy dissipating ecological wall, the butt joint formed between adjacent two pieces of ecological revetment engaging bricks staggers mutually, band stake reinforcement walls 14 is arranged between energy dissipating Ecological Wall 15 and river levee vertical plane 13, in band stake reinforcement walls 14, the upstream face 3 of all ecological revetment engaging bricks upward, upper superposition face 5 is with slurry and energy dissipating Ecological Wall 15 to be docking integrally, in band stake reinforcement walls 14, all ecological revetment engaging bricks dock with column distribution arrangement by row, superposed to be formed by the upper and lower straight line of ecological revetment engaging bricks along short transverse and vertically solidify post, vertically solidify in post at every root and solidify an insertion vertical rebar 17 in through hole 9 from the adding stake upstream face 3, the bottom of vertical rebar 17 is fixed on the concrete fixed bed on the horizontal base face 12 of river levee, inject concrete and vertical rebar 17 forms reinforcing pile adding in stake solidification through hole 9, all be integrally fixed with horizontally disposed horizontal rebar 18 on the top of all vertical rebar of top layer 17 of band stake reinforcement walls 14, and form dykes and dams shore protection top concrete knot face 19 with concrete cast-in-situ.
Claims (9)
1. a high strength river channel ecology shore protection engaging bricks, it is characterized in that: comprise left interface (1), right interface (2), upstream face (3), back side (4), upper superposition face (5) and lower superposition face (6), left interface (1) and right interface (2) are provided with spacing convex body (7) and limited impression (8), spacing convex body (7) and limited impression (8) spaced apart, spacing convex body (7) on adjacent two pieces of upper left interfaces of brick (1) is engaged mutually with the limited impression (8) on right interface (2), be provided with between upstream face (3) and back side (4) and add stake solidification through hole (9) and joint material through hole (10).
2. high strength river channel ecology shore protection engaging bricks according to claim 1, it is characterized in that: on upper superposition face (5) and lower superposition face (6), be also provided with spacing convex body (7) and limited impression (8), spacing convex body (7) and limited impression (8) spaced apart.
3. high strength river channel ecology shore protection engaging bricks according to claim 1, is characterized in that: between upstream face (3) and back side (4), be at least provided with one add stake solidification through hole (9).
4. high strength river channel ecology shore protection engaging bricks according to claim 3, is characterized in that: be provided with one at the center of upstream face (3) and back side (4) and add stake solidification through hole (9).
5. high strength river channel ecology shore protection engaging bricks according to claim 1, is characterized in that: add stake solidification through hole (9) and save material through hole (10) and be parallel to each other.
6. high strength river channel ecology shore protection engaging bricks according to claim 1, is characterized in that: described in the shape that adds stake solidification through hole (9) and save material through hole (10) be polygon or circle.
7. high strength river channel ecology shore protection engaging bricks according to claim 6, is characterized in that: described in add the shape of stake solidification through hole (9) for square.
8. high strength river channel ecology shore protection engaging bricks according to claim 1, is characterized in that: on upper superposition face (5) and lower superposition face (6), be provided with band stock tank (11).
9. high strength river channel ecology shore protection engaging bricks according to claim 8, is characterized in that: to solidify through hole (9) parallel with adding stake for band stock tank (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520595055.1U CN205035763U (en) | 2015-08-08 | 2015-08-08 | Ecological shore protection interlock brick in high strength river course |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520595055.1U CN205035763U (en) | 2015-08-08 | 2015-08-08 | Ecological shore protection interlock brick in high strength river course |
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| Publication Number | Publication Date |
|---|---|
| CN205035763U true CN205035763U (en) | 2016-02-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520595055.1U Expired - Fee Related CN205035763U (en) | 2015-08-08 | 2015-08-08 | Ecological shore protection interlock brick in high strength river course |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133544A (en) * | 2015-08-08 | 2015-12-09 | 江苏宝能建筑材料有限公司 | High-strength river channel ecological bank protection bonded brick and reinforcing and building method thereof |
| CN107190702A (en) * | 2017-06-08 | 2017-09-22 | 防城港市海河堤管理站 | A kind of flood control sandbox for being easy to stack |
| CN107326860A (en) * | 2017-06-08 | 2017-11-07 | 防城港市海河堤管理站 | A kind of flood control sandbox |
| CN110004874A (en) * | 2019-04-03 | 2019-07-12 | 河海大学 | A volute type ecological wave elimination structure |
| CN110485366A (en) * | 2019-08-05 | 2019-11-22 | 上海市政工程设计研究总院（集团）有限公司 | A kind of section space-efficient interlocking docking Ecological Retaining Wall structure and its construction method |
-
2015
- 2015-08-08 CN CN201520595055.1U patent/CN205035763U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133544A (en) * | 2015-08-08 | 2015-12-09 | 江苏宝能建筑材料有限公司 | High-strength river channel ecological bank protection bonded brick and reinforcing and building method thereof |
| CN107190702A (en) * | 2017-06-08 | 2017-09-22 | 防城港市海河堤管理站 | A kind of flood control sandbox for being easy to stack |
| CN107326860A (en) * | 2017-06-08 | 2017-11-07 | 防城港市海河堤管理站 | A kind of flood control sandbox |
| CN110004874A (en) * | 2019-04-03 | 2019-07-12 | 河海大学 | A volute type ecological wave elimination structure |
| CN110004874B (en) * | 2019-04-03 | 2020-01-17 | 河海大学 | A volute type ecological wave elimination structure |
| CN110485366A (en) * | 2019-08-05 | 2019-11-22 | 上海市政工程设计研究总院（集团）有限公司 | A kind of section space-efficient interlocking docking Ecological Retaining Wall structure and its construction method |
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| C14 | Grant of patent or utility model | ||
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Effective date of registration: 20160902 Address after: 213000, No. 18 Hubin Road, lower New River Town, Jintan District, Changzhou, Jiangsu Patentee after: Changzhou city Jintan District Po Suyuan Technology Co., 2000 Address before: 213200, No. 8 Hubin Road, lower New River Town, Jintan District, Changzhou, Jiangsu Patentee before: Jiangsu Baoneng Building Material Co., Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160217 Termination date: 20180808 |