CN206189429U - Cofferdam for river channel revetment - Google Patents

Cofferdam for river channel revetment Download PDF

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Publication number
CN206189429U
CN206189429U CN201621254996.XU CN201621254996U CN206189429U CN 206189429 U CN206189429 U CN 206189429U CN 201621254996 U CN201621254996 U CN 201621254996U CN 206189429 U CN206189429 U CN 206189429U
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China
Prior art keywords
fixedly connected
plate
described matrix
river course
swash plate
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CN201621254996.XU
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Chinese (zh)
Inventor
黄兴成
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Tianhong Construction Co Ltd
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Tianhong Construction Co Ltd
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Abstract

The utility model discloses a cofferdam for river channel revetment, including the base member, the top fixedly connected with swash plate on base member right side, the bottom fixedly connected with backup pad on base member right side, the right side fixedly connected with slide rail of base member, sliding connection has the slider on the slide rail, the right side fixedly connected with kickboard of slider, the bottom fixedly connected with of the swash plate hole that leaks, the first buffer block of top fixedly connected with on swash plate right side, the fixed surface of swash plate is connected with the connecting block. Comprising a base bod,

Description

River course slope protection cofferdam
Technical field
The utility model is related to bank protection cofferdam technical field, specially river course slope protection cofferdam.
Background technology
Cofferdam refers in hydraulic engineering construction, to build permanent water conservancy projects, the provisional building enclosure built.Its Effect is to prevent water and soil from building position into building, so that in cofferdam internal drainage, excavation pit builds building.One As be mainly used in waterwork, except as formal building a part in addition to, cofferdam is removed typically after being finished.Cofferdam is highly Higher than the peak level being likely to occur in the construction time.
Slight slope by river course needs to use cofferdam when protection, and existing cofferdam may be only available for current and delay Slow river, when being used by the river course that The turbulent river crashes its way through, cofferdam cannot be protected to slopes, and the soil property of slopes can be caused to dredge Pine, easily causes security threat to pedestrian.
Utility model content
The purpose of this utility model is to provide river course slope protection cofferdam, and possessing can be in the river course that The turbulent river crashes its way through to slopes The advantage protected, solves the problems, such as that existing cofferdam cannot be protected in the river course that The turbulent river crashes its way through to slopes.
To achieve the above object, the utility model provides following technical scheme:River course slope protection cofferdam, including matrix, institute State the top on the right side of matrix and be fixedly connected with swash plate, the bottom on the right side of described matrix is fixedly connected with supporting plate, described matrix Right side is fixedly connected with slide rail, and sliding block is slidably connected on the slide rail, and kickboard is fixedly connected with the right side of the sliding block, described The bottom of swash plate is fixedly connected with leaking hole, and the top on the right side of the swash plate is fixedly connected with the first buffer stopper, the swash plate Surface is fixedly connected with contiguous block, and the front surface of the contiguous block is connected with baffle plate by rotating shaft, and baffle plate is located at first The bottom of buffer stopper, the front surface of the baffle plate is fixedly connected with buffer board, and arc block is fixedly connected with the top of the baffle plate, The surface of the arc block is fixedly connected with the second buffer stopper, and connecting plate, the connection are fixedly connected with the right side of the baffle plate The left side that swash plate is through on the left of plate is fixedly connected with projection, and fixed block is fixedly connected with the top of described matrix, described solid Determine to offer deep-slotted chip breaker on the right side of block, the bottom land of the deep-slotted chip breaker offers cushion hole, and first is offered on the left of described matrix Through hole, the bolt that passes on left of described matrix is fixedly connected with plugging plate.
Preferably, the bottom of the bottom of described matrix and supporting plate is fixedly connected with pillar by fixture, described oblique The surface of plate offers the opening used cooperatively with connecting plate.
Preferably, the surface of the buffer board offers the second through hole, and the front surface of the supporting plate and the back side are fixed It is connected with sealing plate.
Preferably, the right side at the top of the kickboard offers locating slot, and the bottom of the projection is fixedly connected with locating piece, And locating piece is used cooperatively with locating slot.
Preferably, limited location plate, the cross section of the spacing plate surface are fixedly connected with the top and bottom of the slide rail Cross-sectional area of the product more than slide rail two ends.
Compared with prior art, the beneficial effects of the utility model are as follows:
1st, the utility model is by setting matrix, swash plate, supporting plate, slide rail, sliding block, kickboard, contiguous block, baffle plate, buffering Plate, arc block, the second buffer stopper, connecting plate, projection and pillar, solving existing cofferdam cannot be in the river course pair that The turbulent river crashes its way through The problem that slopes are protected, it is to avoid because caused by The turbulent river crashes its way through slopes the soil is porous, reduce the peace caused to pedestrian It is complete to threaten.
2nd, the setting that the utility model passes through leaking hole, plays a part of to be easy to water to enter on the left of swash plate, and kickboard is entered Row support, by the setting of the first buffer stopper, plays a part of to carry out energy dissipating to current, it is to avoid current are excessively rapid to be splashed to In slopes, the damage that water is caused to slopes is reduced, by the setting of fixed block and deep-slotted chip breaker, play further is carried out to water The effect of efficiency, prevents the too high effect being splashed in slopes of current, by the setting of cushion hole, plays the impact for reducing water The effect of power, by the setting of first through hole, plays a part of to be easy to banket intrinsic silicon, increases the weight of matrix, Increase the stability of matrix, by the setting of plugging plate, play a part of to avoid the soil for being filled into intrinsic silicon falling out, By the setting of pillar, play a part of fixed cofferdam position, increased the stability in cofferdam, by the setting of the second through hole, Play a part of to carry out efficiency to the water inside river course, by the setting of sealing plate, play and avoid water inside river course to oblique Part on the left of plate causes the effect for damaging, and increased the service life of part, reduces the economic loss of user, by fixed The setting of position block, plays and avoids the phenomenon that kickboard occurs disengaging with connecting plate when docking, and increased baffle plate to water Enter stability during row buffering, by the setting of limiting plate, play a part of to avoid sliding block disengaging slide rail, increased cofferdam Practicality.
Brief description of the drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the front schematic view of the utility model sealing plate;
Fig. 3 is the partial enlarged drawing of the utility model A-A.
In figure:1 matrix, 2 swash plates, 3 supporting plates, 4 slide rails, 5 sliding blocks, 6 kickboards, 7 leaking holes, 8 first buffer stoppers, 9 connections Block, 10 baffle plates, 11 buffer boards, 12 arc blocks, 13 second buffer stoppers, 14 connecting plates, 15 projections, 16 fixed blocks, 17 deep-slotted chip breakers, 18 Cushion hole, 19 first through hole, 20 plugging plates, 21 pillars, 22 second through holes, 23 sealing plates, 24 locating pieces, 25 limiting plates.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Fig. 1-3, river course slope protection cofferdam, including matrix 1 are referred to, the bottom of matrix 1 and the bottom of supporting plate 3 pass through Fixture is fixedly connected with pillar 21, by the setting of pillar 21, plays a part of fixed cofferdam position, increased the steady of cofferdam It is qualitative, by the setting of the second through hole 22, to play a part of to carry out the water inside river course efficiency, the surface of swash plate 2 offers The opening used cooperatively with connecting plate 14, the top on the right side of matrix 1 is fixedly connected with swash plate 2, and the bottom on the right side of matrix 1 is fixed and connected Supporting plate 3 is connected to, the right side of matrix 1 is fixedly connected with slide rail 4, and the top and bottom of slide rail 4 are fixedly connected with limited location plate 25, By the setting of limiting plate 25, play a part of to avoid the disengaging slide rail 4 of sliding block 5, increased the practicality in cofferdam, limiting plate 25 The cross-sectional area on surface slidably connects sliding block 5 more than the cross-sectional area at the two ends of slide rail 4 on slide rail 4, the right side of sliding block 5 is fixed Kickboard 6 is connected with, the right side at the top of kickboard 6 offers locating slot, and the bottom of projection 15 is fixedly connected with locating piece 24, by fixed The setting of position block 24, plays and avoids the phenomenon that kickboard 6 occurs disengaging with connecting plate 14 when docking, and increased baffle plate 10 Stability when row buffering is entered to water, and locating piece 24 uses cooperatively with locating slot, the bottom of swash plate 2 is fixedly connected with leak Hole 7, by the setting of leaking hole 7, plays a part of to be easy to water to enter into the left side of swash plate 2, and kickboard 6 is supported, and swash plate 2 is right The first buffer stopper 8 is fixedly connected with the top of side, by the setting of the first buffer stopper 8, plays a part of to carry out energy dissipating to current, Avoid that current are excessively rapid to be splashed in slopes, reduce the damage that water is caused to slopes, the surface of swash plate 2 is fixedly connected with Contiguous block 9, the front surface of contiguous block 9 is connected with baffle plate 10 by rotating shaft, and baffle plate 10 is located at the bottom of the first buffer stopper 8 Portion, the front surface of baffle plate 10 is fixedly connected with buffer board 11, and the surface of buffer board 11 offers the second through hole 22, supporting plate 3 Front surface and the back side have been fixedly connected with sealing plate 23, by the setting of sealing plate 23, play the water pair avoided inside river course The part in the left side of swash plate 2 causes the effect for damaging, and increased the service life of part, reduces the economic loss of user, keeps off The top of plate 10 is fixedly connected with arc block 12, and the surface of arc block 12 is fixedly connected with the second buffer stopper 13, the right side of baffle plate 10 Side is fixedly connected with connecting plate 14, and the left side that the left side of connecting plate 14 is through to swash plate 2 is fixedly connected with projection 15, matrix 1 Top is fixedly connected with fixed block 16, and the right side of fixed block 16 offers deep-slotted chip breaker 17, by fixed block 16 and deep-slotted chip breaker 17 Set, play a part of further to carry out efficiency to water, prevent the too high effect being splashed in slopes of current, deep-slotted chip breaker 17 Bottom land offers cushion hole 18, by the setting of cushion hole 18, plays a part of to reduce the impulsive force of water, the left side of matrix 1 First through hole 19 is offered, by the setting of first through hole 19, plays a part of to be easy to being banketed inside matrix 1, increased The weight of matrix 1, increases the stability of matrix, and the bolt that passes on left of matrix 1 is fixedly connected with plugging plate 20, by plugging plate 20 setting, plays a part of to avoid the soil being filled into inside matrix 1 falling out.
When using, the left side for entering into swash plate 2 by leaking hole 7 when The turbulent river crashes its way through drives kickboard 6 to move up, Docked with projection 15 by kickboard 6, drive projection 15 to move, projection 15 is driven connecting plate 14, connecting plate 14 to drive baffle plate 10 enter row buffering, water are carried out when impact upwards to right rotation, the water in river course by buffer board 11 and arc block 12 Efficiency, has reached the effect of protection slopes.
In sum:The river course slope protection cofferdam, by setting matrix 1, swash plate 2, supporting plate 3, slide rail 4, sliding block 5, floating Plate 6, contiguous block 9, baffle plate 10, buffer board 11, arc block 12, the second buffer stopper 13, connecting plate 14, projection 15 and pillar 21, solution Determine the problem that existing cofferdam cannot be protected in the river course that The turbulent river crashes its way through to slopes, it is to avoid cause because The turbulent river crashes its way through Slopes the soil is porous, reduce the security threat caused to pedestrian.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art, It is appreciated that these embodiments can be carried out various changes in the case where principle of the present utility model and spirit is not departed from, repaiies Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.

Claims (5)

1. river course slope protection cofferdam, including matrix(1), it is characterised in that:Described matrix(1)It is fixedly connected with the top of right side tiltedly Plate(2), described matrix(1)The bottom on right side is fixedly connected with supporting plate(3), described matrix(1)Right side be fixedly connected with cunning Rail(4), the slide rail(4)On slidably connect sliding block(5), the sliding block(5)Right side be fixedly connected with kickboard(6), it is described Swash plate(2)Bottom be fixedly connected with leaking hole(7), the swash plate(2)The first buffer stopper is fixedly connected with the top of right side (8), the swash plate(2)Surface be fixedly connected with contiguous block(9), the contiguous block(9)Front surface connected by rotating shaft activity It is connected to baffle plate(10), and baffle plate(10)Positioned at the first buffer stopper(8)Bottom, the baffle plate(10)Front surface be fixedly connected with Buffer board(11), the baffle plate(10)Top be fixedly connected with arc block(12), the arc block(12)Surface fix connect It is connected to the second buffer stopper(13), the baffle plate(10)Right side be fixedly connected with connecting plate(14), the connecting plate(14)A left side Side is through to swash plate(2)Left side and projection(15)It is fixedly connected, described matrix(1)Top be fixedly connected with fixed block (16), the fixed block(16)Right side offer deep-slotted chip breaker(17), the deep-slotted chip breaker(17)Bottom land offer cushion hole (18), described matrix(1)Left side offer first through hole(19), described matrix(1)The bolt that passes on left be fixedly connected with Plugging plate(20).
2. river course slope protection cofferdam according to claim 1, it is characterised in that:Described matrix(1)Bottom and supporting plate (3)Bottom pillar is fixedly connected with by fixture(21), the swash plate(2)Surface offer and connecting plate(14)Match somebody with somebody The opening that conjunction is used.
3. river course slope protection cofferdam according to claim 1, it is characterised in that:The buffer board(11)Surface offer Second through hole(22), the supporting plate(3)Front surface and the back side be fixedly connected with sealing plate(23).
4. river course slope protection cofferdam according to claim 1, it is characterised in that:The kickboard(6)Opened up on the right side of top There are locating slot, the projection(15)Bottom be fixedly connected with locating piece(24), and locating piece(24)Used cooperatively with locating slot.
5. river course slope protection cofferdam according to claim 1, it is characterised in that:The slide rail(4)Top and bottom it is equal It is fixedly connected with limiting plate(25), the limiting plate(25)The cross-sectional area on surface is more than slide rail(4)The cross-sectional area at two ends.
CN201621254996.XU 2016-11-22 2016-11-22 Cofferdam for river channel revetment Active CN206189429U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621254996.XU CN206189429U (en) 2016-11-22 2016-11-22 Cofferdam for river channel revetment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621254996.XU CN206189429U (en) 2016-11-22 2016-11-22 Cofferdam for river channel revetment

Publications (1)

Publication Number Publication Date
CN206189429U true CN206189429U (en) 2017-05-24

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CN201621254996.XU Active CN206189429U (en) 2016-11-22 2016-11-22 Cofferdam for river channel revetment

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109183708A (en) * 2018-09-26 2019-01-11 张小皎 One kind is based on Qiantang River coastal waters mouthful sightseeing bank protection
CN109338985A (en) * 2018-10-11 2019-02-15 交通运输部天津水运工程科学研究所 A kind of hydrophilic emergency gear Mare Undarum bank safeguard structure
CN112900362A (en) * 2021-01-21 2021-06-04 福州外语外贸学院 Slope protection device for hydraulic engineering

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109183708A (en) * 2018-09-26 2019-01-11 张小皎 One kind is based on Qiantang River coastal waters mouthful sightseeing bank protection
CN109183708B (en) * 2018-09-26 2020-09-01 芦思洁 Sightseeing dike dam based on qian tang river offshore mouth
CN109338985A (en) * 2018-10-11 2019-02-15 交通运输部天津水运工程科学研究所 A kind of hydrophilic emergency gear Mare Undarum bank safeguard structure
CN109338985B (en) * 2018-10-11 2023-09-15 交通运输部天津水运工程科学研究所 Hydrophilic type emergency wave-blocking coast protection structure
CN112900362A (en) * 2021-01-21 2021-06-04 福州外语外贸学院 Slope protection device for hydraulic engineering

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