CN204282296U - The interim flood control dike of a kind of assembling rubber dam - Google Patents
The interim flood control dike of a kind of assembling rubber dam Download PDFInfo
- Publication number
- CN204282296U CN204282296U CN201420639744.3U CN201420639744U CN204282296U CN 204282296 U CN204282296 U CN 204282296U CN 201420639744 U CN201420639744 U CN 201420639744U CN 204282296 U CN204282296 U CN 204282296U
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- pipe bag
- antiskid
- flood control
- rubber dam
- described pipe
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
The utility model discloses the interim flood control dike of a kind of assembling rubber dam, comprise a pipe bag, some antiskid bases and an impervious blanket, described pipe bag is strip pipe bag; The top of the side near water of described pipe bag is provided with some water intaking valves, some draining valves, some air inlet and exhaust valves and some safety valves; Each described antiskid base comprises base plate and riser, and described floor level is arranged, and described riser is vertically mounted on the upper surface of described base plate and forms the antiskid base in inverted T-shaped structure with described base plate; The uniform some hooks in top of the side near water of described pipe bag, one end of described impervious blanket is connected with described pipe bag by described some hooks, and the other end of described impervious blanket covers the outer wall of the side near water of described pipe bag and extends outward.Assembling rubber dam of the present utility model interim flood control dike is safe and reliable, strong adaptability, quick construction, be convenient to accumulating, can reuse, environmental protection.
Description
Technical field
The utility model belongs to flood control equipment technical field, is specifically related to the interim flood control dike of a kind of assembling rubber dam.
Background technology
City trend and tidal rivers interim flood control dike have that the engineering time is urgent, environmental requirement is high, technical strong, safety high, but existing interim flood control dike is all generally pile up with many sandbags to form, the input of the storage of sandbag and a large amount of labour of traffic requirements, and work progress is slow, the effect of flood control is also bad, during dismounting, after sandbag water suction, weight increases, and slows down dismounting speed.
Summary of the invention
The purpose of this utility model is the defect overcoming prior art, provides a kind of assembling rubber dam interim flood control dike, safe and reliable, strong adaptability, quick construction, be convenient to accumulating, can reuse, environmental protection.
The technical scheme realizing above-mentioned purpose is: the interim flood control dike of a kind of assembling rubber dam, comprises a pipe bag, some antiskid bases and an impervious blanket, wherein:
Described pipe bag is strip pipe bag, and the centre of described pipe bag is straight length, and the two ends of described pipe bag are respectively bend loss, and the side of described pipe bag is side near water, and opposite side is land side;
The top of the side near water of described pipe bag is provided with some water intaking valves, some draining valves, some air inlet and exhaust valves and some safety valves;
Each described antiskid base comprises base plate and riser, described floor level is arranged, described riser is vertically mounted on the upper surface of described base plate and forms the antiskid base in inverted T-shaped structure with described base plate, the right angle portion of the described antiskid base in inverted T-shaped structure is provided with some reinforcing ribs be obliquely installed, one end of described reinforcing rib is connected with the top of described riser, and the other end is connected to the corresponding side of described base plate;
Some described antiskid bases are arranged uniformly along the axis direction interval of described pipe bag, described pipe bag is laid on the right angle portion not establishing reinforcing rib of some described antiskid bases along the axis direction of this pipe bag, and the land side of described pipe bag all contacts with the riser in the right angle portion of reinforcing rib of not establishing of some described antiskid bases;
The uniform some hooks in top of the side near water of described pipe bag, one end of described impervious blanket is connected with described pipe bag by described some hooks, the other end of described impervious blanket covers the outer wall of the side near water of described pipe bag and extends outward, and the top of the part extended out of described impervious blanket is provided with some little sandbags.
In the interim flood control dike of above-mentioned assembling rubber dam, the number of described water intaking valve is four, and the number of described draining valve is two, and the number of described air inlet and exhaust valve is four, and the number of described safety valve is two.
In the interim flood control dike of above-mentioned assembling rubber dam, four described water intaking valves are distributed in the straight length of described pipe bag;
Two described air inlet and exhaust valves are distributed in the straight length of described pipe bag, and air inlet and exhaust valve described in two other is positioned at two bend loss of described pipe bag correspondingly;
Two described safety valves are distributed in the straight length of described pipe bag.
In the interim flood control dike of above-mentioned assembling rubber dam, the material of the tube wall of described pipe bag is sequentially made up of the layer structure of two cloth three glue from top to bottom the first neoprene layer, the first Polyamide Yarns layer of cloth, the second neoprene layer, the second Polyamide Yarns layer of cloth and the 3rd neoprene layer, the material of the tube wall of described pipe bag is composited by hot vulcanization process.
In the interim flood control dike of above-mentioned assembling rubber dam, each described antiskid base all adopts light material to make.
In the interim flood control dike of above-mentioned assembling rubber dam, the thickness of the base plate of each described antiskid base is 0.1m, and the thickness of the riser of each described antiskid base is 0.1m;
The length of each described antiskid base is 2.6m, and wide is 2.3m, and height is 0.8m.
In the interim flood control dike of above-mentioned assembling rubber dam, the material of described impervious blanket is a cloth two glue rubberized fabric.
In the interim flood control dike of above-mentioned assembling rubber dam, the spacing of adjacent two described antiskid bases is 8-12cm.
The technical scheme of the interim flood control dike of assembling rubber dam of the present utility model, have employed the pipe bag of water-filling with water dash, compared with prior art, safe and reliable, strong adaptability, quick construction, be convenient to accumulating, can reuse, environmental protection.
Accompanying drawing explanation
Fig. 1 is the structure chart of the interim flood control dike of assembling rubber dam of the present utility model;
Fig. 2 is the cross-sectional view of the interim flood control dike of assembling rubber dam of the present utility model;
Fig. 3 is the syndeton schematic diagram of pipe bag and antiskid base in embodiment;
Fig. 4 is the cross-sectional view of antiskid base in embodiment;
Fig. 5 is the front view of antiskid base in embodiment.
Detailed description of the invention
In order to make those skilled in the art can understand the technical solution of the utility model better, below in conjunction with accompanying drawing, its detailed description of the invention is described in detail:
Consult Fig. 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5, embodiment of the present utility model, the interim flood control dike of a kind of assembling rubber dam, comprise a pipe bag 1, some antiskid bases 2 and an impervious blanket 3.
Pipe bag 1 is strip pipe bag, and the centre of pipe bag 1 is straight length, and the two ends of pipe bag 1 are respectively bend loss, and the side of described pipe bag is side near water, and opposite side is land side; The top of the side near water of pipe bag 1 is provided with some water intaking valves 11, some draining valves, some air inlet and exhaust valves 12 and some safety valves 13.
Each antiskid base 2 comprises base plate 21 and riser 22, base plate 21 is horizontally disposed with, riser 22 is vertically mounted on the upper surface of base plate 21 and forms the antiskid base 2 in inverted T-shaped structure with base plate 21, the right angle portion of the described antiskid base in inverted T-shaped structure is provided with some reinforcing ribs 23 be obliquely installed, one end of reinforcing rib 23 is connected with the top of described riser 22, and the other end is connected to the corresponding side of base plate 21.
Some antiskid bases 2 are arranged uniformly along the axis direction interval of pipe bag 1, the spacing of two adjacent antiskid bases 2 is 8-12cm, pipe bag 1 is laid on the right angle portion not establishing reinforcing rib 23 of some antiskid bases 2 along the axis direction of this pipe bag 1, and the land side of pipe bag 1 all contacts with the riser 22 in the right angle portion of reinforcing rib 23 of not establishing of some antiskid bases 2.
The uniform some hooks 14 in top of the side near water of pipe bag 1, one end of impervious blanket 3 is connected with pipe bag 1 by some hooks 14, the other end of impervious blanket 3 covers the outer wall of the side near water of pipe bag 1 and extends outward, and the top of the part extended out of impervious blanket 3 is provided with some little sandbags 4, by the part extended out of little sandbag 4 gland impervious blanket 3, seepage paths can be extended, reduce seepage.The material of impervious blanket 3 is a cloth two glue rubberized fabric.
Preferably, the number of water intaking valve 11 is four, is distributed in the straight length of pipe bag 1; The number of draining valve is two; The number of air inlet and exhaust valve 12 is four, and wherein two air inlet and exhaust valves 12 are distributed in the straight length of pipe bag 1, and two other air inlet and exhaust valve 12 is positioned at two bend loss of pipe bag 1 correspondingly; The number of safety valve 13 is two, is distributed in the straight length of pipe bag 1.Water intaking valve 11, draining valve, air inlet and exhaust valve 12 and safety valve 13 cooperatively interact and can carry out rapid water filling and discharge water.
The material of the tube wall of pipe bag 1 is sequentially made up of the layer structure of two cloth three glue from top to bottom the first neoprene layer, the first Polyamide Yarns layer of cloth, the second neoprene layer, the second Polyamide Yarns layer of cloth and the 3rd neoprene layer, the material of the tube wall of pipe bag 1 is composited by hot vulcanization process.There is higher intensity and good anti-permeability performance.Pipe bag 1 cloth, glue except meeting requirement of strength, performances such as also there is ageing-resistant, corrosion-resistant, wear-resistant, shock resistance, anti-ly to subdue, be freeze proof, water-fast, cold-resistant.
Be straight length in the middle of the pipe bag 1 of strip, two ends are bend pipe, and after water-filling, cross section is oval, and pipe bag 1 can need to make various length and color according to dash.When interim flood control dike dash head is 1.2m, selects cross section diametrically and be the pipe bag 1 of circle of 1.8m, be similar ellipse after water-filling, be highly 1.5m after controlling internal water pressure and making water-filling.
Antiskid base 2 all adopts light material to make.Refer to Fig. 4 and Fig. 5 again, the thickness δ 1 of the base plate 21 of each antiskid base 2 is 0.1m, and the thickness δ 2 of the riser 22 of each antiskid base 2 is 0.1m; The long L of each antiskid base 2 is 2.6m, and wide B is 2.3m, and high H is 0.8m.The wide of antiskid base 2 is the length of antiskid base 2 along the axis direction of pipe bag 1.The soffit of the base plate 21 of antiskid base 2 is for manually adding exasperate to improve and ground friction coefficient.
Assembling rubber dam of the present utility model interim flood control dike can be widely used in city trend and the interim flood control of tidal rivers, safe and reliable, strong adaptability, quick construction, be convenient to accumulating, can reuse, environmental protection.
When pipe bag 1, antiskid base 2 and impervious blanket 3 long storage periods, the temperature of storehouse should remain between 0 DEG C ~ 35 DEG C, and regularly launches to check, pipe bag 1 and impervious blanket 3 etc. should not exposed in the sunlight according to solarization, be not less than 2 meters apart from thermal source within storage period.
The interim flood control dike of assembling rubber dam of the present utility model in use, after determining certain the section concrete flood protection wall needing to contain, the flood protection wall length contained as required selects the pipe bag 1 of corresponding length, the antiskid base 2 of respective numbers, first the pipe bag 1 folded, antiskid base 2 and impervious blanket 3 is transported to scene.Pipe bag 1 wants with light packs putting down gently in shipment, forbids pulling and draws, be strictly on guard against mechanical damage, avoids contact oils, acid-base class and organic solvent etc.
Antiskid base 2 is first arranged in the precalculated position on ground by assembling rubber dam of the present utility model interim flood control dike one by one along pipe bag 1 axis direction when using, be then laid on antiskid base by pipe bag 1, carries out water-filling after pipe bag 1 position is fixing.Concrete installation steps are:
1, the concrete installation site of assembling rubber dam interim flood control dike is determined,
After pipe bag 1, antiskid base 2 and impervious blanket 3 are transported to scene, outside flood protection wall 5, the position of axis and the position of anchoring that need to lay pipe bag 1 are demarcated by about 2 ~ 3m place, and mark this position;
2, antiskid base 2 is laid,
Along pipe bag 1 axis direction in precalculated position arrangement antiskid base 2 and geotextiles, unit spacing is about 10cm to adapt to pipe bag micro-displacement and distortion, check whether meet the demands, Correctional tube bag, position base;
3, also stationary pipes bag 1 is laid;
Then folding pipe bag 1 is laid on antiskid base 2 in the axial direction, inflates to pipe bag 1 by air inlet and exhaust valve 12, check whether gas leakage; Then pipe bag 1 is vented;
4, water-filling;
After the installation completing pipe bag 1 and anchoring, the water intaking valve 11 being connected on pipe bag with several water pumps carries out water-filling, tightly note air emptying in pipe bag, stop water-filling during pipe bag water-filling height to 1.5 meter, carry out measuring and checking whether leaking; Impervious blanket 3 is launched, and in outer ledge little sandbag 4 pressure; Pile up pipe bag 1 and flood protection wall 5 binding site with sandbag, sandbag is piled up respectively in inside and outside both sides; Finally like this define a closed water-retaining structure.
After the interim flood control dike of assembling rubber dam of the present utility model uses and terminates, after concrete flood protection wall 5 maintenance and reinforcement completes, the water body in pipe bag 1 is released, packs up pipe bag 1 afterflush clean, pipe bag 1, antiskid base 2 and impervious blanket 3 are transported to warehouse storage, use again in order to next time.
Carry out introducing explanation to the interim flood control dike of assembling rubber dam provided by the utility model above, apply specific case herein to set forth embodiment of the present utility model, the explanation of above embodiment just understands method of the present utility model and core concept thereof for helping, for one of ordinary skill in the art, according to thought of the present utility model, all will change in specific embodiments and applications, this description should not be construed as restriction of the present utility model, as long as in spirit of the present utility model, to the change of the above embodiment, modification all will drop in Claims scope of the present utility model.
Claims (8)
1. the interim flood control dike of assembling rubber dam, is characterized in that, comprises a pipe bag, some antiskid bases and an impervious blanket, wherein:
Described pipe bag is strip pipe bag, and the centre of described pipe bag is straight length, and the two ends of described pipe bag are respectively bend loss, and the side of described pipe bag is side near water, and opposite side is land side;
The top of the side near water of described pipe bag is provided with some water intaking valves, some draining valves, some air inlet and exhaust valves and some safety valves;
Each described antiskid base comprises base plate and riser, described floor level is arranged, described riser is vertically mounted on the upper surface of described base plate and forms the antiskid base in inverted T-shaped structure with described base plate, the right angle portion of the described antiskid base in inverted T-shaped structure is provided with some reinforcing ribs be obliquely installed, one end of described reinforcing rib is connected with the top of described riser, and the other end is connected to the corresponding side of described base plate;
Some described antiskid bases are arranged uniformly along the axis direction interval of described pipe bag, described pipe bag is laid on the right angle portion not establishing reinforcing rib of some described antiskid bases along the axis direction of this pipe bag, and the land side of described pipe bag all contacts with the riser in the right angle portion of reinforcing rib of not establishing of some described antiskid bases;
The uniform some hooks in top of the side near water of described pipe bag, one end of described impervious blanket is connected with described pipe bag by described some hooks, the other end of described impervious blanket covers the outer wall of the side near water of described pipe bag and extends outward, and the top of the part extended out of described impervious blanket is provided with some little sandbags.
2. the interim flood control dike of assembling rubber dam according to claim 1, is characterized in that, the number of described water intaking valve is four, and the number of described draining valve is two, and the number of described air inlet and exhaust valve is four, and the number of described safety valve is two.
3. the interim flood control dike of assembling rubber dam according to claim 2, is characterized in that,
Four described water intaking valves are distributed in the straight length of described pipe bag;
Two described air inlet and exhaust valves are distributed in the straight length of described pipe bag, and air inlet and exhaust valve described in two other is positioned at two bend loss of described pipe bag correspondingly;
Two described safety valves are distributed in the straight length of described pipe bag.
4. the interim flood control dike of assembling rubber dam according to claim 1, it is characterized in that, the material of the tube wall of described pipe bag is sequentially made up of the layer structure of two cloth three glue from top to bottom the first neoprene layer, the first Polyamide Yarns layer of cloth, the second neoprene layer, the second Polyamide Yarns layer of cloth and the 3rd neoprene layer, the material of the tube wall of described pipe bag is composited by hot vulcanization process.
5. the interim flood control dike of assembling rubber dam according to claim 1, is characterized in that, each described antiskid base all adopts light material to make.
6. the interim flood control dike of assembling rubber dam according to claim 1 or 5, it is characterized in that, the thickness of the base plate of each described antiskid base is 0.1m, and the thickness of the riser of each described antiskid base is 0.1m;
The length of each described antiskid base is 2.6m, and wide is 2.3m, and height is 0.8m.
7. the interim flood control dike of assembling rubber dam according to claim 1, is characterized in that, the material of described impervious blanket is a cloth two glue rubberized fabric.
8. the interim flood control dike of assembling rubber dam according to claim 1, is characterized in that, the spacing of adjacent two described antiskid bases is 8-12cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420639744.3U CN204282296U (en) | 2014-10-30 | 2014-10-30 | The interim flood control dike of a kind of assembling rubber dam |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420639744.3U CN204282296U (en) | 2014-10-30 | 2014-10-30 | The interim flood control dike of a kind of assembling rubber dam |
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| CN204282296U true CN204282296U (en) | 2015-04-22 |
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| CN201420639744.3U Active CN204282296U (en) | 2014-10-30 | 2014-10-30 | The interim flood control dike of a kind of assembling rubber dam |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638468A (en) * | 2017-02-14 | 2017-05-10 | 中国水利水电科学研究院 | Assembled type flood control sub-dam interlocking bag and assembling and disassembling method thereof |
| CN108411865A (en) * | 2018-04-02 | 2018-08-17 | 中国电建集团中南勘测设计研究院有限公司 | A kind of construction method of water conservancy diversion discharge structure |
| WO2021212607A1 (en) * | 2020-04-23 | 2021-10-28 | 南京军理科技股份有限公司 | Movable double-cavity water blocking dam |
-
2014
- 2014-10-30 CN CN201420639744.3U patent/CN204282296U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638468A (en) * | 2017-02-14 | 2017-05-10 | 中国水利水电科学研究院 | Assembled type flood control sub-dam interlocking bag and assembling and disassembling method thereof |
| CN108411865A (en) * | 2018-04-02 | 2018-08-17 | 中国电建集团中南勘测设计研究院有限公司 | A kind of construction method of water conservancy diversion discharge structure |
| WO2021212607A1 (en) * | 2020-04-23 | 2021-10-28 | 南京军理科技股份有限公司 | Movable double-cavity water blocking dam |
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