CN213952157U - Multi-material composite ecological environment-friendly pine pile channel - Google Patents
Multi-material composite ecological environment-friendly pine pile channel Download PDFInfo
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- CN213952157U CN213952157U CN202022210953.4U CN202022210953U CN213952157U CN 213952157 U CN213952157 U CN 213952157U CN 202022210953 U CN202022210953 U CN 202022210953U CN 213952157 U CN213952157 U CN 213952157U
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- 235000008331 Pinus X rigitaeda Nutrition 0.000 title claims abstract description 67
- 235000011613 Pinus brutia Nutrition 0.000 title claims abstract description 67
- 241000018646 Pinus brutia Species 0.000 title claims abstract description 67
- 239000000463 material Substances 0.000 title claims abstract description 27
- 239000002131 composite material Substances 0.000 title claims description 22
- 239000004567 concrete Substances 0.000 claims abstract description 67
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 41
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 41
- 241001330002 Bambuseae Species 0.000 claims abstract description 41
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 41
- 239000011425 bamboo Substances 0.000 claims abstract description 41
- 239000002689 soil Substances 0.000 claims abstract description 21
- HQQADJVZYDDRJT-UHFFFAOYSA-N ethene;prop-1-ene Chemical group C=C.CC=C HQQADJVZYDDRJT-UHFFFAOYSA-N 0.000 claims abstract description 15
- 150000001875 compounds Chemical class 0.000 claims abstract description 4
- 230000007613 environmental effect Effects 0.000 claims abstract description 4
- 239000004744 fabric Substances 0.000 claims description 13
- 239000000835 fiber Substances 0.000 claims description 12
- 229920005989 resin Polymers 0.000 claims description 11
- 239000011347 resin Substances 0.000 claims description 11
- 238000012856 packing Methods 0.000 claims description 5
- 239000004812 Fluorinated ethylene propylene Substances 0.000 abstract description 9
- 229920009441 perflouroethylene propylene Polymers 0.000 abstract description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 8
- 241000196324 Embryophyta Species 0.000 abstract description 3
- 230000035939 shock Effects 0.000 abstract description 3
- 238000004162 soil erosion Methods 0.000 abstract description 3
- 238000005192 partition Methods 0.000 abstract 1
- 238000005266 casting Methods 0.000 description 8
- 239000004575 stone Substances 0.000 description 5
- 238000004140 cleaning Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 229920001155 polypropylene Polymers 0.000 description 2
- PEVRKKOYEFPFMN-UHFFFAOYSA-N 1,1,2,3,3,3-hexafluoroprop-1-ene;1,1,2,2-tetrafluoroethene Chemical compound FC(F)=C(F)F.FC(F)=C(F)C(F)(F)F PEVRKKOYEFPFMN-UHFFFAOYSA-N 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- XIUFWXXRTPHHDQ-UHFFFAOYSA-N prop-1-ene;1,1,2,2-tetrafluoroethene Chemical group CC=C.FC(F)=C(F)F XIUFWXXRTPHHDQ-UHFFFAOYSA-N 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model belongs to the agricultural field relates to a compound ecological environmental protection pine stake channel of many materials, including seting up in the channel on ridge surface, the both sides of channel have domaticly, the domatic backfill soil that is equipped with the tamp in channel both sides, the side cover of backfill soil has the fluorinated ethylene propylene film of gathering, gathers the ethylene propylene film outside and lays the bamboo chip layer, the pine stake is buried to the partition in the ground soil of channel, and this pine stake compresses tightly the bamboo chip layer on domatic, the bamboo chip layer outside just is located and is equipped with the concrete curb plate between two adjacent pine stakes. The bamboo sheet layer is compounded with the concrete side plates and fixed through the pine piles, so that good mechanical property is guaranteed, the shock resistance is good, and the flood season rainstorm impact can be resisted. Tamp through the backfill soil between bamboo chip layer and the ridge to set up and gather the fluorinated ethylene propylene film, can effectively prevent the weeds growth of channel inner wall, prevent soil erosion and water loss.
Description
Technical Field
The utility model belongs to the agricultural field relates to a channel for drainage, especially relates to a compound ecological environmental protection pine stake channel of many materials.
Background
The drainage channel is a sloping field distributed around the ridge, and the terminal of the drainage channel is connected with a reservoir or a ditch of a natural drainage channel for rainwater evacuation and regulation. The traditional drainage ditch is built by bricks or concrete, but soil and water loss is easy to occur in sandy soil or mucky soil, and particularly when rainstorm occurs in a summer flood season, water flow impacts transversely and longitudinally, so that the ditch is easy to be damaged.
Disclosure of Invention
The application aims to solve the problems and provide a multi-material composite ecological environment-friendly pine pile channel;
in order to achieve the above purpose, the utility model adopts the following technical proposal:
the application creatively provides a compound ecological environmental protection pine stake channel of many materials, including seting up in the channel on ridge surface, the both sides of channel have domaticly, the domatic backfill soil that is equipped with the tamp in channel both sides, the side cover of backfill soil has the fluorinated ethylene propylene film of gathering, gathers the ethylene propylene film outside and lays the bamboo chip layer, separate to insert in the ground soil of channel and bury the pine stake, this pine stake compresses tightly the bamboo chip layer on domatic, the bamboo chip layer outside just is located and is equipped with the concrete curb plate between two adjacent pine stakes.
In the multi-material composite ecological environment-friendly pine pile channel, the bottom of the channel is provided with a filler layer for fixing a wood pile.
In the multi-material composite ecological environment-friendly pine pile channel, the packing layer comprises a broken stone cushion layer and a concrete bottom plate which are sequentially arranged from bottom to top.
In the multi-material composite ecological environment-friendly pine pile channel, the concrete bottom plate and the concrete side plate are built by resin concrete.
In the multi-material composite ecological environment-friendly pine pile channel, fiber mesh cloth is arranged between the pine pile and the bamboo sheet layer and fixed in the concrete side plate through masonry.
In the multi-material composite ecological environment-friendly pine pile channel, the slope slopes on the two sides of the channel are 1: 0.3-1: 0.5, and the backfill soil side is provided with a backfill soil slope with a slope of 1: 0.1-1: 0.2.
In the multi-material composite ecological environment-friendly pine pile channel, the thickness of the concrete bottom plate is 1.5-2.5 times of the thickness of the gravel cushion layer.
In the multi-material composite ecological environment-friendly pine pile channel, at least one first pouring groove is formed in the pine pile, the axis of the first pouring groove is arranged along the radial direction of the pine pile, and the concrete bottom plate is provided with a bottom plate convex part embedded into the first pouring groove.
In the multi-material composite ecological environment-friendly pine pile channel, at least one second pouring groove is formed in each of two sides of the pine pile, and side ends of the concrete side plates are provided with side plate convex parts embedded into the second pouring grooves.
In the multi-material composite ecological environment-friendly pine pile channel, the second pouring groove is connected with the first pouring groove through a connecting groove which is obliquely arranged.
Compared with the prior art, the utility model has the advantages of:
1) the bamboo sheet layer is compounded with the concrete side plates and fixed through the pine piles, so that good mechanical property is guaranteed, the shock resistance is good, and the flood season rainstorm impact can be resisted. Tamp through the backfill soil between bamboo chip layer and the ridge to set up and gather the fluorinated ethylene propylene film, can effectively prevent the weeds growth of channel inner wall, prevent soil erosion and water loss.
2) The slope of the two side slopes of the channel is more gentle than that of the backfill slope, so that backfill soil layers with inverted triangle or inverted trapezoid cross sections are formed on the two sides of the channel, and the backfill soil on the lower portion is more compact.
3) Rainwater permeating into the ground can be filtered through the broken stone cushion layer, and pollution to underground water is reduced.
4) The concrete bottom plate and the concrete side plates are made of resin concrete, so that the surface can be smoother, cleaning is facilitated, the mechanical strength is improved, and the concrete bottom plate and the concrete side plates are connected with the first pouring groove and the second pouring groove of the pine pile, so that the ditch structure has integrity, and the impact resistance is further improved.
5) The concrete side plates are connected with the fiber mesh cloth and seal gaps among the bamboo chips in the bamboo chip layer, so that the channel forms a smooth inner wall and a strong mechanical structure.
Drawings
Fig. 1 is a schematic cross-sectional structural diagram provided in the present application.
Fig. 2 is a schematic top view of the structure provided in the present application.
Fig. 3 is a schematic structural diagram of a pine pile provided by the present application.
Fig. 4 is a schematic cross-sectional structure view of a pine pile provided by the present application.
In the figure, a channel 1, a fluorinated ethylene propylene film 11, a bamboo sheet layer 12, a pine pile 13, a first pouring groove 131, a second pouring groove 132, a connecting groove 133, a packing layer 14, a gravel cushion layer 141, a concrete bottom plate 142, a concrete side plate 15, a fiber mesh cloth 16 and backfill soil 2.
Detailed Description
Further illustrated by the following specific examples;
as shown in figures 1 and 2, the multi-material composite ecological environment-friendly pine pile channel comprises a channel 1 arranged on the surface of a ridge, wherein two sides of the channel 1 are provided with slopes, tamped backfill 2 is arranged on the slopes on two sides of the channel 1, a perfluorinated ethylene propylene polymer film 11 covers the side face of the backfill 2, a bamboo sheet layer 12 is laid on the outer side of the perfluorinated ethylene propylene polymer film 11, pine piles 13 are inserted into foundation soil of the channel 1 at intervals, the pine piles 13 compress the bamboo sheet layer 12 on the slope, and a concrete side plate 15 is arranged on the outer side of the bamboo sheet layer 12 and between two adjacent pine piles 13. The bamboo sheet layer 12 and the concrete side plates 15 are compounded and fixed through the pine piles 13, so that good mechanical property is guaranteed, the shock resistance is good, and the flood season rainstorm impact can be resisted. Tamp through backfill 2 between bamboo chip layer 12 and the ridge to set up and gather perfluoroethylene propylene film 11, can effectively prevent the weeds growth of 1 inner wall of channel, prevent soil erosion and water loss.
Specifically, the slope of the slope at two sides of the channel 1 is 1: 0.3-1: 0.5, and the side surface of the backfill 2 is provided with a backfill slope with the slope of 1: 0.1-1: 0.2. The slope of the slopes at the two sides of the channel 1 is more gentle than that of the backfill slope, so that backfill layers with inverted triangle or inverted trapezoid cross sections are formed at the two sides of the channel 1, and the backfill at the lower part is more compact.
The bamboo sheet layer 12 is formed by splicing bamboo sheets along the horizontal direction, the bamboo sheets are made by uniformly dividing bamboo poles into four or six pieces, and the length of the bamboo sheets is 1 m. The bamboo pieces are connected to each other by a binding tape (not shown in the figure), and the binding tape is connected to the perfluoroethylene-propylene copolymer film 11 by an anchor. The height of the bamboo layer 12 is 705 mm.
The fluorinated ethylene propylene film 11 is provided with two layers, so that the water and soil loss is prevented to a greater extent.
As shown in fig. 3 and 4, the pine stump 13 has a length of 1.5m and a diameter of 120 mm. The pine pile 13 is provided with a first pouring groove 131, and the axis of the first pouring groove 131 is arranged along the radial direction of the pine pile 13. Two sides of the pine pile 13 are respectively provided with a second pouring groove 132. The second casting groove 132 is connected to the first casting groove 131 through an obliquely disposed connecting groove 133.
As shown in fig. 1, the bottom of the canal 1 is provided with a filling layer 14 for fixing the timber piles. The packing layer 14 comprises a gravel cushion layer 141 and a concrete bottom plate 142 which are arranged from bottom to top in sequence. Preferably, the thickness of the concrete bottom plate 142 is 1.5 to 2.5 times of the thickness of the crushed stone pad layer 141. In this embodiment, the gravel cushion 141 is formed by laying pebbles and gravel, and has a thickness of 50 mm. The thickness of the concrete bottom plate 142 and the concrete side plate 15 are both 100 mm. Rainwater permeating into the ground can be filtered through the gravel cushion layer 141, and pollution to underground water is reduced.
Referring to fig. 1, 3 and 4, the concrete bottom plate 142 and the concrete side plate 15 are respectively constructed on the crushed stone cushion 141 and outside the bamboo chip layer 12 with resin concrete. The concrete bottom plate 142 has a bottom plate protrusion fitted into the first casting groove 131, and the side end of the concrete side plate 15 has a side plate protrusion fitted into the second casting groove 132. The first pouring groove 131 is formed in one side, away from the bamboo sheet layer 12, of the pine pile 13, the pine pile 13 is obliquely arranged at a position corresponding to the position of the concrete bottom plate 142, and resin concrete of the concrete bottom plate 142 is obliquely slid into the first pouring groove 131 through an opening of the first pouring groove 131 for filling, so that the pine pile 13 and the concrete bottom plate 142 form a connected and fixed structure. The second pouring grooves 132 correspond to both side ends of the concrete side plates 15 on both sides of the pine pile 13, and the resin concrete of the concrete side plates 15 slides into the second pouring grooves 132 through the openings of the second pouring grooves 132 and is connected with the bottom plate protrusion material in the first pouring grooves 131 through the connecting grooves 133, so that a stable connecting structure is formed between the concrete side plates 15, and the impact resistance of the channel 1 is ensured. The concrete bottom plate 142 and the concrete side plate 15 are made of resin concrete, so that the surface can be smoother to facilitate cleaning, the mechanical strength is improved, and the concrete bottom plate is connected with the first pouring groove 131 and the second pouring groove 132 of the pine pile to enable the ditch structure to have integrity and further improve the impact resistance. The sections of the first casting groove 131 and the second casting groove 132 are grooves with the length and width of 20-30 mm.
In a more preferred embodiment, a fiber mesh cloth 16 is provided between the pine pile 13 and the bamboo chip layer 12, and the fiber mesh cloth 16 is fixed by being laid on the concrete side panel 15. The fiber mesh cloth 16 is specifically a glass fiber mesh cloth.
In this embodiment, the resin concrete is modified epoxy resin concrete mortar produced by beijing wufeng cheng zhi ji cheng zhi architectural engineering limited. In other embodiments, other concrete mortars or finished resin concrete blocks may be used.
The utility model discloses the construction process of well irrigation canals and ditches as follows:
firstly, a ditch 1 is excavated with a set gradient, backfill 2 is compacted on the side wall of the ditch 1 with the set gradient, then two layers of fluorinated ethylene propylene films 11 are laid on the backfill 2, bamboo pieces are fixedly laid on the outer sides of the fluorinated ethylene propylene films 11 to form bamboo piece layers 12, and a layer of fiber gridding cloth 16 is laid on the outer sides of the bamboo piece layers 12. Then, pine piles 13 are driven into the foundation in parallel to the bamboo chip layer 12, the pine piles 13 are obliquely pressed on the fiber mesh cloth 16 to press the bamboo chip layer 12 tightly, and a gravel cushion layer 141 is laid at the bottom of the channel 1. Finally, the concrete bottom plate 142 and the concrete side plates 15 are constructed with resin concrete. The resin concrete fixes the concrete bottom plate 142, the concrete side plate 15 and the pine pile 13, and simultaneously the concrete side plate 15 is connected with the fiber mesh cloth 16, and the gaps of the bamboo chips in the bamboo chip layer 12 are sealed, so that the channel 1 forms a smooth inner wall and a strong mechanical structure.
The specific embodiments described herein are merely illustrative of the spirit of the invention. Various modifications, additions and substitutions for the specific embodiments described herein may be made by those skilled in the art without departing from the spirit of the invention or exceeding the scope of the invention as defined in the accompanying claims.
Although the terms of the canal 1, the fluorinated ethylene propylene film 11, the bamboo sheet layer 12, the pine stump 13, the first casting groove 131, the second casting groove 132, the connecting groove 133, the filler layer 14, the crushed stone pad layer 141, the concrete bottom plate 142, the concrete side plate 15, the fiber mesh cloth 16, and the backfill 2 are used more frequently, the possibility of using other terms is not excluded. These terms are used merely to more conveniently describe and explain the nature of the present invention and should not be interpreted as imposing any additional limitations that are contrary to the spirit of the present invention.
Claims (10)
1. The utility model provides a compound ecological environmental protection pine stake channel of many materials, includes channel (1) of seting up on ridge surface, and the both sides of channel (1) have domatic, its characterized in that: channel (1) both sides are domatic to be equipped with tamped backfill (2), the side of backfill (2) covers has and gathers perfluor ethylene propylene film (11), gathers perfluor ethylene propylene film (11) outside and lays bamboo chip layer (12), separate in the ground soil of channel (1) and insert and bury pine stake (13), this pine stake (13) compress tightly bamboo chip layer (12) on domatic, the bamboo chip layer (12) outside is located and is equipped with concrete curb plate (15) between pine stake (13).
2. The multi-material composite ecological environment-friendly pine pile channel of claim 1, characterized in that: and a packing layer (14) for fixing the wooden piles is arranged at the bottom of the channel (1).
3. The multi-material composite ecological environment-friendly pine pile channel of claim 2, characterized in that: the packing layer (14) comprises a gravel cushion layer (141) and a concrete bottom plate (142) which are arranged from bottom to top in sequence.
4. The multi-material composite ecological environment-friendly pine pile channel of claim 3, characterized in that: the concrete bottom plate (142) and the concrete side plate (15) are formed by resin concrete in a masonry mode.
5. The multi-material composite ecological environment-friendly pine pile channel of claim 4, characterized in that: and a fiber mesh cloth (16) is arranged between the pine pile (13) and the bamboo sheet layer (12), and the fiber mesh cloth (16) is fixed in the concrete side plate (15) through masonry.
6. The multi-material composite ecological environment-friendly pine pile channel of claim 1, characterized in that: the slope gradient of the two side slopes of the channel (1) is 1: 0.3-1: 0.5, and the side face of the backfill soil (2) is provided with a backfill soil slope with the slope gradient of 1: 0.1-1: 0.2.
7. The multi-material composite ecological environment-friendly pine pile channel of claim 3, characterized in that: the thickness of the concrete bottom plate (142) is 1.5 to 2.5 times of the thickness of the gravel cushion layer (141).
8. The multi-material composite ecological environment-friendly pine pile channel of claim 4, characterized in that: the pine pile (13) is provided with at least one first pouring groove (131), the axis of the first pouring groove (131) is arranged along the radial direction of the pine pile (13), and the concrete bottom plate (142) is provided with a bottom plate convex part embedded into the first pouring groove (131).
9. The multi-material composite ecological environment-friendly pine pile channel of claim 8, characterized in that: two sides of the pine pile (13) are respectively provided with at least one second pouring groove (132), and side ends of the concrete side plates (15) are provided with side plate convex parts embedded into the second pouring grooves (132).
10. The multi-material composite ecological environment-friendly pine stump channel of claim 9, wherein: the second pouring groove (132) is connected with the first pouring groove (131) through a connecting groove (133) which is obliquely arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022210953.4U CN213952157U (en) | 2020-09-30 | 2020-09-30 | Multi-material composite ecological environment-friendly pine pile channel |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022210953.4U CN213952157U (en) | 2020-09-30 | 2020-09-30 | Multi-material composite ecological environment-friendly pine pile channel |
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| Publication Number | Publication Date |
|---|---|
| CN213952157U true CN213952157U (en) | 2021-08-13 |
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| CN202022210953.4U Active CN213952157U (en) | 2020-09-30 | 2020-09-30 | Multi-material composite ecological environment-friendly pine pile channel |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113981909A (en) * | 2021-11-02 | 2022-01-28 | 广西大学 | Interception and purification method for watershed ditch water pollutants |
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2020
- 2020-09-30 CN CN202022210953.4U patent/CN213952157U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113981909A (en) * | 2021-11-02 | 2022-01-28 | 广西大学 | Interception and purification method for watershed ditch water pollutants |
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Address after: Room 1607, Building 2, Xichengji Business Building, Xihu District, Hangzhou City, Zhejiang Province, 310000 Patentee after: Hangzhou Huageng Design Group Co.,Ltd. Address before: Room 1607, building 2, xichengji business building, Xihu District, Hangzhou City, Zhejiang Province, 310012 Patentee before: HANGZHOU HUAGENG LAND PLANNING AND DESIGN CONSULTING Co.,Ltd. |