CN212316823U - Movable double-cavity retaining dam - Google Patents

Movable double-cavity retaining dam Download PDF

Info

Publication number
CN212316823U
CN212316823U CN202020624277.2U CN202020624277U CN212316823U CN 212316823 U CN212316823 U CN 212316823U CN 202020624277 U CN202020624277 U CN 202020624277U CN 212316823 U CN212316823 U CN 212316823U
Authority
CN
China
Prior art keywords
dam
bag
dam bag
retaining
water
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.)
Active
Application number
CN202020624277.2U
Other languages
Chinese (zh)
Inventor
范良凯
施慧
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nanjing Junli Tech Co ltd
Original Assignee
Nanjing Junli Tech Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nanjing Junli Tech Co ltd filed Critical Nanjing Junli Tech Co ltd
Priority to CN202020624277.2U priority Critical patent/CN212316823U/en
Priority to PCT/CN2020/093094 priority patent/WO2021212607A1/en
Application granted granted Critical
Publication of CN212316823U publication Critical patent/CN212316823U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/10Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Barrages (AREA)

Abstract

The utility model discloses a portable two-chamber manger plate dam, the construction simple installation is convenient for set up fast. The utility model discloses a portable two-chamber retaining dam, including setting up retaining dam bag (1) at the upstream face and support dam bag (2) of setting at the surface of a river, support dam bag (2) front portion through connecting band (3) and retaining dam bag (1) rear portion flexible fixed connection, still include anterior ground mat (4) that can laminate, rear end and retaining dam bag (1) sealing connection with ground (5). Preferably, the floor mat (4) comprises a flexible backing plate (43), and a transverse pressing strip (41) is arranged at the front end of the backing plate (43).

Description

Movable double-cavity retaining dam
Technical Field
The utility model belongs to the technical field of emergent manger plate equipment, especially a portable two-chamber manger plate dam.
Background
The rainwater is blocked in time outside underground buildings such as underground garages and subway mouths, and the rainwater blocking device is an effective measure for preventing vehicles and properties in the underground buildings from being flooded due to rainstorm and extra-large rainstorm to cause huge loss.
The Chinese patent application 'double-cavity rubber dam bag' (application number: 201910407519.4, published as 2019.8.16) discloses a double-cavity rubber dam bag, which comprises a water-retaining rubber dam bag arranged on the upstream side and a supporting rubber dam bag arranged on the downstream side, wherein the water-retaining rubber dam bag and the supporting rubber dam bag are respectively filled with water or air, the water-retaining rubber dam bag and the supporting rubber dam bag are arranged in a mutual extrusion manner, the water-retaining rubber dam bag can be obliquely pressed on the supporting rubber dam bag on the downstream side in the opposite direction under the action of hydrostatic pressure, and the bottoms of the water-retaining rubber dam bag and the supporting rubber dam bag are fixed on a foundation through anchoring pieces.
However, the bottom of the dam bag is fixed on a foundation through the anchoring piece, so that the dam bag is difficult to construct, long in installation time, only used in fixed occasions and not suitable for occasions needing temporary and quick water retaining facilities such as underground engineering, roads and the like.
Disclosure of Invention
An object of the utility model is to provide a portable two-chamber manger plate dam, the construction simple installation is convenient for set up fast.
Realize the utility model discloses the technical solution of purpose does:
the utility model provides a portable two-chamber retaining dam, is including setting up retaining dam bag 1 at the upstream face and setting up the support dam bag 2 at the surface of a river, support dam bag 2 front portion through connecting band 3 and retaining dam bag 1 rear portion flexible fixed connection, still include anterior can with 5 laminating of ground, rear end and retaining dam bag 1 sealing connection's ground mat 4.
Preferably, the floor mat 4 comprises a flexible backing plate 43, and a transverse pressing strip 41 is arranged at the front end of the backing plate 43.
Compared with the prior art, the utility model, it is showing the advantage and is:
the construction and installation are simple and convenient: the utility model discloses make full use of ground mat 4 and 5 laminating on ground utilize flood self weight to compress tightly the manger plate dam. The higher the water level is, the larger the pressure is, the self-adaptive fixation of the retaining dam and the ground 5 is realized, the construction and installation are simple and convenient, and the rapid setting is convenient. The device is suitable for occasions needing temporary and quick water retaining facilities such as underground engineering, roads and the like.
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
Drawings
Fig. 1 is a schematic structural view of the movable double-cavity retaining dam of the present invention.
In the figure, a dam bag 1, a supporting dam bag 2, a dam bag filling inlet 11, a supporting dam bag filling inlet 21, a dam bag outlet 12, a supporting dam bag outlet 22, a connecting belt 3, a ground mat 4 and a ground 5.
Detailed Description
As shown in fig. 1, the utility model discloses portable two-chamber retaining dam, including setting up retaining dam bag 1 at the upstream face and setting up the support dam bag 2 at the dorsal face, support dam bag 2 front portion through connecting band 3 and retaining dam bag 1 rear portion flexible fixed connection, still include anterior ground mat 4 that can laminate with 5 on ground, rear end and retaining dam bag 1 sealing connection.
Preferably, the retaining dam bag 1 and the supporting dam bag 2 are in a shape of a horizontal cylinder after being filled with air or water.
The upper part of one end of the dam bag 1 is provided with a dam bag charging port 11 for charging air or water, and the upper part of the other end is provided with a dam bag discharging port 12 for exhausting air or discharging water.
The upper part of one end of the supporting dam bag 2 is provided with a supporting dam bag charging port 21 for charging air or water, and the upper part of the other end is provided with a supporting dam bag discharging port 22 for exhausting or discharging water.
When the flood comes, the ground mats 4 of the movable double-cavity retaining dam are flatly laid on the ground 5, air is respectively filled in the retaining dam bags 1 and the supporting dam bags 2, the flood flows over the ground mats 4, and the retaining dam bags 1 retain the flood; the ground mat 4 is anchored on the ground 5 by flood, and the ground mat 4 prevents the dam bag 1 from being washed away by water; the supporting dam bag 2 supports the retaining dam bag 1 and prevents the retaining dam bag 1 from rotating upwards.
As the flood level rises, the water pump is adopted to fill the blocked flood into the water retaining dam bag 1 and the supporting dam bag 2 to replace the original air. The dam bag 1 and the supporting dam bag 2 generate larger friction force with the ground due to the action of water pressure in the dam body, the capability of resisting flood impact is enhanced, and the water retaining height is increased.
The utility model discloses make full use of ground mat 4 and 5 laminating on ground utilize flood self weight to compress tightly the manger plate dam. The water level is higher, and pressure is big more, realizes the utility model discloses manger plate dam is fixed with 5's on the ground self-adaptation, and the construction simple installation is convenient for set up fast. The device is suitable for occasions needing temporary and quick water retaining facilities such as underground engineering, roads and the like.
As a modification, the floor mat 4 comprises a flexible backing plate 43, and a transverse pressing strip 41 is arranged at the front end of the backing plate 43.
Longitudinal beads 44 are provided on both sides of the front portion of the pad plate 43.
The pressing strips 41 and 44 are arranged at the front end of the backing plate 43 and even on the two sides of the front part, and the pressing strips are made of solid materials with specific gravity far greater than that of water, such as iron blocks and aluminum blocks, so that the floor mat 4 can be prevented from being flushed by water and floating at the initial water blocking stage, and the attaching tightness of the floor mat 4 and the ground 5 is influenced. Therefore, the device can be fixed on the ground by utilizing water pressure more easily, and the water retaining function of the device is realized.
A plurality of drainage ditches 42 are longitudinally arranged on the lower surface of the rear part of the backing plate 43.
Set up longitudinal drainage ditch 42 at backing plate 43 rear portion lower surface, can in time drain away the remaining water on ground or the water of infiltration through backing plate 43 front end or both sides when this device initial stage installation, avoid producing between ground mat 4 and the ground 5 and slide because of having the remaining water to improve ground mat 4's pressure anchor effect more.

Claims (6)

1. The utility model provides a portable two-chamber manger plate dam which characterized in that: the dam comprises a dam retaining bag (1) arranged on the upstream face and a supporting dam bag (2) arranged on the downstream face, wherein the front part of the supporting dam bag (2) is flexibly and fixedly connected with the rear part of the dam retaining bag (1) through a connecting belt (3);
and the front part of the floor mat (4) can be attached to the ground (5), and the rear end of the floor mat is hermetically connected with the dam bag (1).
2. The dam of claim 1, wherein:
the floor mat (4) comprises a flexible base plate (43), and a transverse pressing strip (41) is arranged at the front end of the base plate (43).
3. The dam of claim 2 wherein:
longitudinal pressing strips (44) are arranged on two sides of the front part of the backing plate (43).
4. Dam according to one of claims 2 or 3, characterized in that:
a plurality of drainage ditches (42) are longitudinally arranged on the lower surface of the rear part of the base plate (43).
5. The dam of claim 1, wherein:
the upper part of one end of the dam bag (1) is provided with a dam bag charging inlet (11) for charging air or water, and the upper part of the other end is provided with a dam bag discharging outlet (12) for exhausting or discharging water.
6. The dam of claim 1, wherein:
the upper part of one end of the supporting dam bag (2) is provided with a supporting dam bag charging port (21) for charging air or water, and the upper part of the other end is provided with a supporting dam bag discharging port (22) for exhausting or discharging water.
CN202020624277.2U 2020-04-23 2020-04-23 Movable double-cavity retaining dam Active CN212316823U (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN202020624277.2U CN212316823U (en) 2020-04-23 2020-04-23 Movable double-cavity retaining dam
PCT/CN2020/093094 WO2021212607A1 (en) 2020-04-23 2020-05-29 Movable double-cavity water blocking dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020624277.2U CN212316823U (en) 2020-04-23 2020-04-23 Movable double-cavity retaining dam

Publications (1)

Publication Number Publication Date
CN212316823U true CN212316823U (en) 2021-01-08

Family

ID=74032326

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020624277.2U Active CN212316823U (en) 2020-04-23 2020-04-23 Movable double-cavity retaining dam

Country Status (2)

Country Link
CN (1) CN212316823U (en)
WO (1) WO2021212607A1 (en)

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000303424A (en) * 1999-04-19 2000-10-31 Eiji Machida Sandbag
US20090274519A1 (en) * 2007-05-29 2009-11-05 Lee Shaw Flood control device and method of using same
DE202009006538U1 (en) * 2009-05-05 2009-08-27 Sladkov, Semen Sandbag for dam-like collapsible flood protection system
CN204282296U (en) * 2014-10-30 2015-04-22 上海市堤防(泵闸)设施管理处 The interim flood control dike of a kind of assembling rubber dam
CN104343104B (en) * 2014-11-07 2018-08-21 铁岭尔凡橡塑研发有限公司 High pressure is without overlap joint double bolloon rubber dam and its production technology
CN110130276A (en) * 2019-05-15 2019-08-16 天津大学 Two-chamber rubber stop Dam bag
CN210288264U (en) * 2019-06-25 2020-04-10 姜兆艳 A breakwater reinforcing apparatus for hydraulic engineering

Also Published As

Publication number Publication date
WO2021212607A1 (en) 2021-10-28

Similar Documents

Publication Publication Date Title
US5720576A (en) Underwater construction of impermeable protective sheathings for hydraulic structures
CN204703179U (en) A kind of composite geo-membrane sloping core cofferdam
US20120207545A1 (en) Rapid Deployment, Self-Inflating, Interlocking, Modular Flood-Water Barrier Wall System
CN112195860A (en) Flood control dykes and dams flood season leaking stoppage reinforced structure
CN212316823U (en) Movable double-cavity retaining dam
CN101144273B (en) Geotechnics plastic draining plate with top box used for vacuum prepressing
CN206692973U (en) Permanent seal cooling porous pavement
CN211421046U (en) Seepage-proofing and water-stopping structure for channel cofferdam equipment
CN210066672U (en) Self-adaptive assembled drainage channel for tailing pond surface
CN211898580U (en) Waterproof board connection structure
CN211898413U (en) Foundation pit supporting mechanism convenient to drainage
CN211113488U (en) Soft anchor rubber dam
CN112832199A (en) Quick plugging device of dyke breach in hydraulic engineering construction
CN207987861U (en) A kind of flood control sub-embankment
CN112962524A (en) Integral water-filled electronic dike structure for emergency rescue and construction method thereof
CN214656816U (en) Water delivery channel side slope water guide device
CN211898204U (en) Novel debris flow blocking dam body structure
CN216809738U (en) River course bottom seepage prevention structure
CN215562369U (en) Dam slope reinforcing device for pumped storage power station
CN110453707A (en) A kind of high pressure dewatering well self-sealing waterproof construction and its construction method
CN219060101U (en) Waterproof baffle for civil engineering
CN215857531U (en) Hydraulic engineering is with high-efficient durable flood bank
CN219219098U (en) Retaining wall structure for water and soil conservation of mine waste rock field
CN214033599U (en) Hydraulic engineering prevention of seepage water structure
CN211037052U (en) Underground works lid digs construction top surface supporting construction

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant