CN209011087U - A kind of river leakage preventing structure - Google Patents
A kind of river leakage preventing structure Download PDFInfo
- Publication number
- CN209011087U CN209011087U CN201821739428.8U CN201821739428U CN209011087U CN 209011087 U CN209011087 U CN 209011087U CN 201821739428 U CN201821739428 U CN 201821739428U CN 209011087 U CN209011087 U CN 209011087U
- Authority
- CN
- China
- Prior art keywords
- embedded
- embedded sheet
- leakage preventing
- river
- preventing structure
- 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
- 239000004744 fabric Substances 0.000 claims abstract description 32
- 239000010426 asphalt Substances 0.000 claims abstract description 25
- 230000001413 cellular effect Effects 0.000 claims description 2
- 239000010865 sewage Substances 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 5
- 238000005516 engineering process Methods 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005474 detonation Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 241001062472 Stokellia anisodon Species 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of river leakage preventing structures, it is related to river laying technology field, including riverbed, antiseepage cloth is equipped in riverbed, multiple embedded sheets on antiseepage cloth, embedded sheet surface is mutually spliced to form multiple filling holes perpendicular to antiseepage cloth surface, and between multiple embedded sheets, fills in hole and is fixed with asphalt blocks.There are problems that bottom of river channel is easy to crack the prior art causes sewage to leak, the utility model is mutually spliced to form multiple filling holes by embedded sheet, and asphalt blocks are fixed in filling hole, it is laid on riverbed bottom, the structural strength being made of asphalt blocks and embedded sheet is high, it is not easy to crack, and convenient for construction, it is low in cost.
Description
Technical field
The utility model relates to river laying technology fields, more specifically, it relates to a kind of river leakage preventing structure.
Background technique
Various chemical plant, paper mill, metal smelt mechanism, processing factory, mine and the biggish biochemical mechanism of range etc. produce
Raw sewage has threatened our safety to the pollution of water body and soil, these sewage would generally be conveyed by river
It is handled in processing pond.
The way in traditional river mostly use cement concrete be laid with river bottom surface, but concrete be used for a long time after easily open
It splits, then the sewage in river is penetrated by the slight crack on concrete into bottom of river channel soil, then polluted river channel side
Soil generates natural environment and greatly destroys.
Utility model content
There are problems that bottom of river channel is easy to crack the prior art causes sewage to leak, and the purpose of this utility model is to mention
For a kind of river leakage preventing structure, there is good structural strength, effectively bottom of river channel is avoided to crack, sewage leakage.
To achieve the above object, the utility model provides following technical solution:
A kind of river leakage preventing structure, including riverbed are equipped with antiseepage cloth in the riverbed, are fixed on the antiseepage cloth more
A embedded sheet, the embedded sheet surface are mutually spliced to form multiple perpendicular to antiseepage cloth surface, and between multiple embedded sheets
Hole is filled, is fixed with asphalt blocks in the filling hole.
Through the above technical solutions, formation is filled between embedded sheet in use, first having spliced embedded sheet on antiseepage cloth
Hole then pours pitch into filling hole, after asphalt solidification, forms asphalt brick, is laid on riverbed bottom, by asphalt blocks and in advance
The structural strength for burying piece composition is high, not easy to crack, and convenient for construction, low in cost；In addition, being laid between asphalt blocks and riverbed anti-
Cloth is seeped, the seepage capability of the utility model is enhanced.
Further, the filling hole is square.
Through the above technical solutions, the filling hole of square shape enhances convenient for forming pre-buried skeleton structure between embedded sheet
The structural strength of pitch after laying, and be not easy to crack.
Further, the embedded sheet side, which is equidistantly run through along the embedded sheet width direction, offers slot, described
The width of embedded sheet is twice of the slot length, and the width of the slot is equal to the thickness of the embedded sheet.
Through the above technical solutions, using plug connection between multiple embedded sheets, convenient for forming the filling hole of square, and
Embedded sheet is in the same plane far from the side of antiseepage cloth.
Further, the filling hole is in cellular.
Through the above technical solutions, cellulated filling hole, convenient for forming pre-buried skeleton structure between embedded sheet, enhancing is spread
If the structural strength of rear pitch, and be not easy to crack.
Further, the embedded sheet is wave-shaped, and the highlight of the embedded sheet two sides is respectively arranged with mutual tenon
The tenon and fourth of the twelve Earthly Branches slot of fourth of the twelve Earthly Branches cooperation.
Through the above technical solutions, being cooperated using the Tenon between tenon and fourth of the twelve Earthly Branches slot, it is convenient for phase between multiple embedded sheets
It is mutually fixed, and bonding strength is high.
Further, the riverbed two sides offer deep gouge along the riverbed length direction, and antiseepage cloth two sides are equal
It extends in the deep gouge, the clump weight for being pressed on the antiseepage cloth in the deep gouge is placed in the deep gouge.
Through the above technical solutions, antiseepage cloth two sides are pressed in deep gouge by clump weight, antiseepage cloth two sides is facilitated to tilt.
Further, the deep gouge bottom is pre-buried is provided with pre-buried anchor, is equipped on the clump weight for matching by described in
The pouring weight connection bolt fixed with the pre-buried anchoring.
Through the above technical solutions, clump weight is fixed in deep gouge by connection bolt, clump weight consolidating in deep gouge is improved
Determine intensity.
Further, the embedded sheet surface, which is run through, offers multiple through-holes.
Through the above technical solutions, can be flowed by through-hole in the filling hole of side, when pitch pours thus and side
Asphalt blocks form certain connection, the structural strength after improving asphalt paving.
Compared with prior art, the utility model has the beneficial effects that
(1) filling hole, then the filled bitumen into filling hole are spliced to form by embedded sheet, asphalt blocks are formed, thus effectively
The structural strength after being laid with is improved, and not easy to crack, causes effluent seepage, then by being laid with antiseepage between asphalt blocks and riverbed
Cloth enhances the seepage capability of the utility model；
(2) further, antiseepage cloth two sides are pressed in deep gouge by clump weight, avoid clump weight two sides from tilting, shadow
Ring the structural strength of asphalt blocks after being laid with；
(3) further, by opening up through-hole on embedded sheet, when pouring pitch, between asphalt blocks can by through-hole with
It is connected between adjacent asphalt blocks, to improve the structural strength after being laid with.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the portion A partial enlarged view in Fig. 1；
Fig. 3 is the splicing construction schematic diagram of embedded sheet in the utility model embodiment one；
Fig. 4 is the part detonation configuration signal in the utility model embodiment one between two embedded sheets；
Fig. 5 is the splicing construction schematic diagram of embedded sheet in the utility model embodiment two；
Fig. 6 is the part detonation configuration signal in the utility model embodiment two between two embedded sheets.
Appended drawing reference: 1, riverbed；2, antiseepage cloth；3, embedded sheet；4, hole is filled；5, asphalt blocks；6, slot；7, tenon；8,
Fourth of the twelve Earthly Branches slot；9, deep gouge；10, clump weight；11, pre-buried anchor；12, bolt is connected；13, through-hole.
Specific embodiment
In order to keep the purpose of this utility model, technical scheme and beneficial effects clearer, below with reference to embodiment and attached
The utility model is described in further detail for figure, but the embodiments of the present invention is not limited only to this.
As shown in figures 1 and 3, a kind of river leakage preventing structure, including riverbed 1,1 cross section of riverbed are trapezoidal, floor space
Less than the area of its opening, antiseepage cloth 2 is equipped in riverbed 1, antiseepage cloth 2 uses anti-seepage geotextile in the prior art, prevents
It seeps and is fixed with multiple embedded sheets 3 on cloth 2, embedded sheet 3 is made of metal or rigid plastics, and embedded sheet 3 is in long strip, surface
Product is rectangle, and 3 surface of embedded sheet is mutually inserted to form multiple pros perpendicular to 2 surface of antiseepage cloth, and between multiple embedded sheets 3
The filling hole 4 of shape fills and is fixed with pitch in hole 4, forms asphalt blocks 5.By the filled bitumen in filling hole 4, make originally whole
1 bottom of riverbed of body becomes being made of multiple asphalt blocks 5 and embedded sheet 3, not easy to crack, and the sewage in river is effectively avoided to seep
Leakage improves structural strength and in addition, multiple embedded sheets 3 are mutually spliced to form reticular structure convenient for construction.3 surface of embedded sheet is passed through
It wears and offers multiple through-holes 13, when laying, pitch is cast in filling hole 4, entered in the filling hole 4 of side by through-hole 13,
To realize the interconnection between asphalt blocks 5, the stability after being laid with is improved.
As shown in Figure 3 and Figure 4,3 side of embedded sheet, which is equidistantly run through along 3 width direction of embedded sheet, offers slot 6, pre-buried
The width of piece 3 is twice of 6 length of slot, and the width of slot 6 is equal to the thickness of embedded sheet 3, consequently facilitating 3 phase interfix of embedded sheet
The filling hole 4 to form square is connect, and after embedded sheet 3 is mutually inserted, multiple embedded sheets 3 are in phase far from the side of antiseepage cloth 2
In same plane, to improve the flatness for being laid with rear surface.
As depicted in figs. 1 and 2,1 two sides of riverbed 1 length direction along riverbed offers deep gouge 9, and 9 cross section of deep gouge is ladder
Shape, 9 floor space of deep gouge are greater than its opening area, and 2 two sides of antiseepage cloth all extend in deep gouge 9, are placed with clump weight in deep gouge 9
10, clump weight 10 is made of stone material or steel, and the shape and 9 shape of deep gouge of clump weight 10 match, and is used for antiseepage cloth 2 one
Side compression avoids 2 two sides of antiseepage cloth from tilting in deep gouge 9.9 bottom of deep gouge is embedded with pre-buried anchor 11, is equipped on clump weight 10
For the connection bolt 12 that clump weight 10 and pre-buried anchor 11 is fixed, connection bolt 12 is fixed by pre-buried anchor 11 and clump weight 10,
To which antiseepage cloth 2 is pressed in deep gouge 9.
Embodiment two
A kind of river leakage preventing structure, the difference is that, as shown in Figure 5 and Figure 6, embedded sheet 3 is in wave with embodiment one
Shape, and the highlight of 3 two sides of embedded sheet is respectively arranged with the tenon 7 and fourth of the twelve Earthly Branches slot 8 of mutual Tenon cooperation, multiple 3 Tenons of embedded sheet
Connection forms cellulated filling hole 4.Using the multiple embedded sheets 3 of mortise-tenon joint, plug connection, the company between embedded sheet 3 are compared
Connect the structural strength that intensity is more preferable, after improving laying.
In summary:
When the utility model is used, embedded sheet 3 is spliced to form the reticular structure containing filling hole 4, is embedded in pitch, shape
At multiple asphalt blocks 5, so that the structural strength after being laid with is effectively improved, it is not easy to crack to cause effluent seepage, then by pitch
It is laid with antiseepage cloth 2 between block 5 and riverbed 1, enhances the seepage capability of the utility model；By opening up through-hole 13 on embedded sheet 3,
It, can be by being connected between through-hole 13 and adjacent asphalt blocks 5, to improve the structure after being laid between asphalt blocks 5 when pouring pitch
Intensity；2 two sides of antiseepage cloth are pressed in deep gouge 9 by clump weight 10,10 two sides of clump weight is avoided to tilt, influence to drip after being laid with
The structural strength of green block 5.
The above is only the preferred embodiment of the utility model, and the protection scope of the utility model is not limited merely to
Above-described embodiment, technical solution belonging to the idea of the present invention belong to the protection scope of the utility model.It should refer to
Out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and
Retouching, these improvements and modifications also should be regarded as the protection scope of the utility model.
Claims (8)
1. a kind of river leakage preventing structure, including riverbed (1), which is characterized in that be equipped with antiseepage cloth (2), institute in the riverbed (1)
State and be fixed on antiseepage cloth (2) multiple embedded sheets (3), embedded sheet (3) surface perpendicular to antiseepage cloth (2) surface, and
It is mutually spliced to form multiple filling holes (4) between multiple embedded sheets (3), is fixed with asphalt blocks (5) in the filling hole (4).
2. a kind of river leakage preventing structure according to claim 1, which is characterized in that the filling hole (4) is square.
3. a kind of river leakage preventing structure according to claim 2, which is characterized in that embedded sheet (3) side is equidistant
Along the embedded sheet (3) width direction through offering slot (6), the width of the embedded sheet (3) is the slot (6) length
Twice, the width of the slot (6) is equal to the thickness of the embedded sheet (3).
4. a kind of river leakage preventing structure according to claim 1, which is characterized in that the filling hole (4) is in cellular.
5. a kind of river leakage preventing structure according to claim 4, which is characterized in that the embedded sheet (3) is wave-shaped, and
The highlight of embedded sheet (3) two sides is respectively arranged with the tenon (7) and fourth of the twelve Earthly Branches slot (8) of mutual Tenon cooperation.
6. a kind of river leakage preventing structure according to claim 1, which is characterized in that riverbed (1) two sides are along described
Riverbed (1) length direction offers deep gouge (9), and antiseepage cloth (2) two sides all extend in the deep gouge (9), the deep gouge
(9) clump weight (10) for being pressed on the antiseepage cloth (2) in the deep gouge (9) is placed in.
7. a kind of river leakage preventing structure according to claim 6, which is characterized in that the pre-buried setting in deep gouge (9) bottom
Have pre-buried anchor (11), is equipped on the clump weight (10) for that the clump weight (10) and the pre-buried anchor (11) are fixed
It connects bolt (12).
8. a kind of river leakage preventing structure according to claim 1, which is characterized in that embedded sheet (3) surface, which is run through, opens
Equipped with multiple through-holes (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821739428.8U CN209011087U (en) | 2018-10-24 | 2018-10-24 | A kind of river leakage preventing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821739428.8U CN209011087U (en) | 2018-10-24 | 2018-10-24 | A kind of river leakage preventing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209011087U true CN209011087U (en) | 2019-06-21 |
Family
ID=66840021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821739428.8U Expired - Fee Related CN209011087U (en) | 2018-10-24 | 2018-10-24 | A kind of river leakage preventing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209011087U (en) |
-
2018
- 2018-10-24 CN CN201821739428.8U patent/CN209011087U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20140314494A1 (en) | Polymer grouting method for constructing vertical supporting system | |
| US9469963B2 (en) | Cantilevered wing wall | |
| WO2005028772A1 (en) | Block for building wall and the wall built with said blocks | |
| CN106948340B (en) | A kind of construction method of the Manual excavated pile structure of high polymer grouting protection | |
| CN106759104A (en) | Ecological slope protection structure and construction method | |
| CN203559411U (en) | H-shaped support pile connecting structure | |
| CN105649107B (en) | Reinforced earth corrugated steel retaining wall structure | |
| CA2925768C (en) | Retaining wall system, method of supporting same, and kit for use in constructing same | |
| KR101278547B1 (en) | The precast concrete wall for the water-storage construct | |
| CN209011087U (en) | A kind of river leakage preventing structure | |
| CN106012971A (en) | Vegetation concrete protection slope and construction method thereof | |
| CN206143806U (en) | Novel prefabricated assembled retaining wall | |
| KR101380782B1 (en) | Eco-composite type steel temporary construction and construction method thereof | |
| CN205669211U (en) | A kind of prefabricated Gravity Retaining Wall | |
| CN209368985U (en) | A kind of assembled gutter structure | |
| CN204435160U (en) | Ecological retaining brick | |
| CN103015430A (en) | Long auger pressure filling steel reinforced cement-soil pile foundation pit water-resisting and supporting method | |
| CN107268368A (en) | Latch gap water-permeable brick | |
| CN205062744U (en) | Half gravity type two -stage view anti -flood wall on half cantilever | |
| CN210194655U (en) | Seepage-proofing plugging reinforcing structure for dewatering well of underground building | |
| CN208219559U (en) | Works water outlet temporary blocking device | |
| CN203546713U (en) | H-type support pile connecting structure | |
| CN207812470U (en) | A kind of plastic sheet pile with injected hole | |
| CN207452611U (en) | Latch gap water-permeable brick | |
| CN206736933U (en) | A kind of highway slope protection |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190621 |