CN108035319A - The fixed telescopic breach plugging device of one kind, method - Google Patents

The fixed telescopic breach plugging device of one kind, method Download PDF

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Publication number
CN108035319A
CN108035319A CN201711473087.4A CN201711473087A CN108035319A CN 108035319 A CN108035319 A CN 108035319A CN 201711473087 A CN201711473087 A CN 201711473087A CN 108035319 A CN108035319 A CN 108035319A
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CN
China
Prior art keywords
rope
shut
breach
group
fixed
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.)
Pending
Application number
CN201711473087.4A
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Chinese (zh)
Inventor
石立公
田由甲
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.)
Zhengzhou One Robot Co Ltd
Original Assignee
Zhengzhou One Robot 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 Zhengzhou One Robot Co Ltd filed Critical Zhengzhou One Robot Co Ltd
Priority to CN201711473087.4A priority Critical patent/CN108035319A/en
Publication of CN108035319A publication Critical patent/CN108035319A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/22Stop log dams; Emergency gates
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/54Sealings for gates

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Operating, Guiding And Securing Of Roll- Type Closing Members (AREA)

Abstract

The invention discloses the fixed telescopic breach plugging device of one kind, it is characterised in that including:Fixed tower, shut-off damper group, rope;The fixed tower is located on dykes and dams, and the fixed tower is used for the rope that carry closure bursts to use;The rope includes hawser rope and thin cord;The shut-off damper group has Telescopic, and during for bursting to shut off, the structure insulating course that blocks water shuts off for one group and uses plate object;The shut-off damper group can carry on the rope.A kind of fixed tower proposed by the present invention, on dykes and dams, the fixed tower has certain height, and for that can not move or be inconvenient to the building moved, the fixed tower plays the role of the stifled rope trend for bursting to use of guiding, can move rope one end.It can rapidly and efficiently be disposed, and can be used in various weather, easy to operate, cope with different breach situations.

Description

The fixed telescopic breach plugging device of one kind, method
Technical field
The present invention relates to water conservancy machinery, more particularly to a kind of fixed telescopic breach plugging device, method.
Background technology
During rivers and lakes dike breach, the disaster brought, caused by economic loss it is extremely serious.The skill of blocking up used at present Art has " combined dam of steel, wood, soil and stone " technology, throws the methods of blocking up such as steel reinforcement cage, cobble bag, sandbag, stone and shipwreck, work efficiency Relatively low, blocking up, the time used is longer, and cost is higher.In order to resist the disaster of breach, people have ground out the various closure dresses that burst Put, the patent for having China Patent No. to be 99220156.X discloses a kind of Special gate ship for blocking dike breach, by by lock ship Sinking, then the current at the hydraulic pressure triangle lock blocking breach slope position with its loading.China Patent No. is 20032011234.8 Patent disclose a kind of Quickspeed flood inhibition boat, can drive piles, most water is stopped with roller shutter, finally with the water blockoff for filling water Nylon cloth bag is blocked at roller shutter leak, completes operation of blocking up.The patent that China Patent No. is 200520055064.8 discloses one Kind river closure device for fighting flood and preventing burst, being suspended in midair on the crossbeam for the upper support that one is lying in breach has row's upright bar, and the upright bar is upward Trip inclination extends to water-bed soil, is to be connected to water bag between upright bar, and water bag rising formation water curtain is achieveed the purpose that to shut off by mighty torrent.
Above-mentioned technology, does not consider for flexile breach size, breach depth, to current at breach to the huge of equipment Complicated landform, complicated meteorological condition etc. consider deficiency at large impact power, breach, larger using difficulty.
The content of the invention
Technical problem:
In view of the defects existing in the prior art, the telescopic closure side of bursting of a kind of fixed telescopic fixation proposed by the present invention Method and device, it is simple in structure, it can rapidly and efficiently dispose, can be used in various weather, it is easy to operate, cope with difference Breach situation, failure rate is low.
Technical solution:
To achieve the above object, the present invention proposes a kind of breach shut-off damper group, including:One basic baffle, at least one A cell shutter, be not more than a tailgate;
The basis baffle includes:Basic baffle main body, at least one basic baffle slideway, at least one basic baffle limit Position component, at least two basic baffle hooks;
The basis baffle main body is rectangle tabular thing, and thickness is more than 1 millimeter, and length is more than 0.5 meter, and width is More than 5 centimetres;
Coordinate fixed setting at least one parallel to long side above the basis baffle main body, parallel to described in above Basic baffle slideway;The basis baffle slideway perforation basic baffle main body;The basis baffle slideway main body it is transversal Face includes one of following shape:Inverse-T-shaped, triangle, trapezoidal, semicircle, regular polygon.
The one end fits of the basis baffle slideway set basic baffle limiting component, and the other end closes or be equipped with base Plinth baffle limiting component, the basis baffle slideway and its attached basic baffle limiting component cause, matched to use When slide unit slides on, it is impossible to skid off the basic baffle slideway from the both ends of the basic baffle slideway.
The basis baffle hook coordinates the rear end face for being fixed on the basic baffle, is anti-drop hook, can prevent anticreep Hook deviates from depended on object;Two basic baffle hooks are respectively positioned at the left and right of the basic baffle rear end face.
Further, the basic baffle hook is positioned at the both ends of the basic baffle rear end face.
The cell shutter includes:At least one cell shutter slideway, at least one cell shutter limiting component, at least one A cell shutter slideway;
The basis baffle is rectangle tabular thing, and thickness is more than 1 millimeter, and length is more than 0.5 meter, and width is 5 lis It is more than rice;
Coordinate above the cell shutter fixed setting at least one parallel to long side, parallel to the unit above Baffle slideway;The cell shutter slideway penetrates through the cell shutter;At least wrap the cross section of the cell shutter slideway main body Include one of following shape:Inverse-T-shaped, triangle, trapezoidal, regular polygon.
The one end fits setting unit baffle limiting component of the cell shutter slideway, the other end close or are equipped with list First baffle limiting component, the cell shutter slideway and its attached cell shutter limiting component cause, matched to use When slide unit slides on, it is impossible to skid off the cell shutter slideway from the both ends of the cell shutter slideway.
Cell shutter slide unit coordinates the rear end being fixedly installed on below the cell shutter;The cell shutter is slided Dynamic component is equipped with the basic baffle slideway, the cell shutter is slided on the basic baffle.
The cell shutter limiting component, as the basic baffle limiting modular construction;The unit limiting component Coordinate the mode of the setting of the cell shutter main body, coordinate the basic baffle main body with the basic baffle limiting component Setting mode it is the same.
The cell shutter can also be slided in another described cell shutter, the cell shutter and another described list The situation that first baffle fit uses, the basic baffle slideway with the cell shutter slide unit and the basic baffle Situation about being used cooperatively is consistent.
The tailgate includes:Tailgate main body, at least one tailgate slide unit;
The tailgate main body is rectangle tabular thing, and thickness is more than 1 millimeter, and length is more than 0.5 meter, and width is 5 lis It is more than rice;
Rear end below the tailgate main body coordinates fixed setting and at least one tailgate slide unit;The tailgate Slide unit is equipped with the cell shutter slideway, the tailgate is slided in the cell shutter.
Further, the tailgate further includes tailgate fixed component;The tailgate fixed component, which coordinates, is fixedly installed on institute The front end of tailgate main body is stated, its shape includes one of the following:It is pointed, hook-shaped, trident is hook-shaped.
The basis baffle, the cell shutter, the tailgate are referred to as baffle.
The basis baffle slideway, the cell shutter slideway, are referred to as baffle slideway;
The cell shutter slide unit, the tailgate slide unit, are referred to as barrier slides component.
The cell shutter slide unit close to the cell shutter of the basic baffle is slided with the basic baffle Road is equipped with, and the cell shutter is slidably reciprocated along the basic baffle;
Between the two neighboring cell shutter, the cell shutter slide unit of cell shutter described in the latter is with before The cell shutter slideway of one cell shutter is equipped with, and enables cell shutter described in the latter along previous The cell shutter slidably reciprocates.
The tailgate slide unit of the tailgate is equipped with the cell shutter slideway of the cell shutter, is made The tailgate slidably reciprocates along the cell shutter.
In use, the shut-off damper group hangs over the things such as rope by the basic baffle on the basic baffle On body.
Further, between adjacent two pieces of baffles, the baffle slideway and the barrier slides that are equipped with Component, it is partly or entirely corresponding to coordinate exchange to be arranged on the corresponding baffle.
According to another aspect of the present invention, the present invention proposes a kind of sealing plate group, it can fold and be unfolded, to block Long narrow gap.
According to another aspect of the present invention, the present invention proposes a kind of distance member, including:Between partition body, two or more Every hook;
The partition body occupies certain length in the straight direction, for separating the object at both ends;
The interval hook coordinates with the partition body to be fixedly installed, respectively the left side above the partition body The right side, for the partition body being fixed to the object of straight line stretching, extension.
Further, more than 20 millimeters of the external diameter of a circle of the both ends of the surface of the partition body.
Further, the shape of the both ends of the surface of the partition body is tubulose, sheet.
Further, the interval hook is anti-drop hook.
Further, both ends of the interval hook above the partition body.
According to another aspect of the present invention, the present invention proposes a kind of fixed tower, and the fixed tower is located on dykes and dams, described Fixed tower has certain height, and for that can not move or be inconvenient to the building moved, it is stifled certainly that the fixed tower plays guiding The effect for the rope trend that mouth uses, can move rope one end.
The fixed tower includes support member and rope guide member;The support member is equipped with the fixed tower Main body on, and the support member is stretched out outside the main body of the fixed tower;
Further, the support member can be moved up and down along the fixed tower;
Further, the support member being capable of telescopic adjustment length;
Further, the support member can be along System of Rotating about Fixed Axis;
Further, the fixed tower further includes rope fixed component, and the rope fixed component is used for stationary rope;Institute State rope fixed component and coordinate fixed setting with the fixed tower or ground.
Further, it is adjacent or be separated by 1 and be provided with rope between the fixation tower of N number of fixed tower.
According to another aspect of the present invention, the present invention proposes a kind of fixed telescopic breach plugging device, method, its skill Art is contemplated as follows:
Along one group of fixation tower of dam construction, there is certain interval between two fixed towers;Dike breach occur after, positioned at Between the fixed tower of two of breach both ends, or between a fixed tower and a crane (mobile hoisting device), erect 1 and arrive A plurality of rope;Then, after suspension can stop the object of current on rope, mobile rope, the object hung on rope is put Enter in water, play the role of stopping breach current;After object on a plurality of rope is sequentially placed into water, gradually closure is burst, by Decrescence lack in the unit interval by the water for outflow of bursting.
It is pre-placed flood control material, including some shut-off damper groups, some sealing plate groups, some intervals Component, some ropes (line of engagement wheel uses).
The quantity of the sealing plate group subtracts one no less than the quantity of the shut-off damper group;
The quantity of the distance member subtracts one no less than the quantity of the sealing plate group;
The rope includes hawser rope and/or thin cord;
The rope includes steel wire rope and/or chain.
When needs shut off breach, by the flood control material transportation to breach both ends on the bank;Institute is set up at breach both ends Rope is stated, method is a variety of, such as from breach one end (A ends) on the bank, draws the thin cord, reaches the other end (B of breach End);Then, coordinate in the thin cord of one end and the hawser rope is fixedly installed, the other end draws the thin cord, by institute Hawser rope is stated to win over;The both ends of the hawser rope, are respectively cooperating with being fixedly installed on the rope that tower is fixed described in breach both ends On rope fixed component, the hawser rope can be lifted, moved back and forth, hemicompact, loosening;Repetition sets the more hawser ropes;
On a hawser rope, shut-off damper group described in one or more groups is hung up, and be unfolded;Adjust the height of rope ends Degree, makes the shut-off damper group on the hawser rope slide into suitable position;When the shut-off damper group slides into properly Latter of the position hawser rope on the total length of multigroup shut-off damper group be more than breach width, or more institutes The multigroup shut-off damper group stated on hawser rope is used cooperatively, and the total length of multigroup shut-off damper group is more than the width that bursts Degree;It should be noted that shut-off damper group described in multilayer is set, to strengthen the overall strength of shut-off damper group;
Using the method to set up of the similar shut-off damper group, the sealing plate group is set;Make each described after expansion Sealing plate group, corresponds to the gap between the shut-off damper group, after the sealing plate group is put into water, is attached to described shut off On baffle group, and in place of the gap between the shut-off damper group, under the action of hydraulic pressure, it is attached to shut-off damper group On.
According to another aspect of the present invention, the present invention proposes a kind of fixed telescopic breach method for blocking, including following place Manage step (including description to the telescopic breach plugging device of fixation):
Step 1. is transported;When block burst when, will flood control material transportation to breach both ends on the bank;
The flood control material includes:The shut-off damper group, the distance member, the rope, the sealing plate group;
Step 2. frame rope;One is set up across the rope to burst;The method of frame rope have it is a variety of, such as:From breach one end (A ends) on the bank, draws the thin cord, reaches the other end (B ends) of breach on the bank;Then, the cord of one end The hawser rope is fixedly installed in Suo Peihe, and the other end draws the thin cord, and the hawser rope is drawn;
After the hawser rope passes through the rope guide member, the both ends of the hawser rope are respectively cooperating with being fixedly installed on point It Wei Yu not be fixed described in breach both ends in the rope fixed component of tower, the hawser rope is fixed, is partly stretched;Word " half Stretch ", refer to the hawser rope and be not tightened up, there is the tenesmus of certain amplitude in centre;
It should be noted that using speedboat or unmanned plane or Rocket anchor transmitter, from breach one end (A ends) on the bank, lead Draw the thin cord, reach the other end (B ends) of breach on the bank;
It should be noted that:Breach both ends, set at least two relatively independent hawser ropes;Every hawser rope Both ends, be respectively cooperating with through after the different rope guide members, be fixedly installed on the different rope fixed components On;;
Step 3. sets the shut-off damper group;In a hawser rope on the part between A ends, B ends, successively Hang up the shut-off damper group;Under gravity, the shut-off damper group slides to the tenesmus portion of the hawser rope automatically Position, is crowded together;It is corresponding that breach both ends adjust same root rope respectively, the support member and/or rope guide member And/or rope fixed component and/or rope, make the hawser rope elongated so that the shut-off damper group is stretched in water;
Further, the total length of multigroup shut-off damper group on a hawser rope is more than breach width, Huo Zheduo Multigroup shut-off damper group described in root on hawser rope is used cooperatively, and is more than the total length of multigroup shut-off damper group Breach width;
Need to illustrate this, when the suspension hook of crane falls in step 4, the shut-off damper on the hawser rope Group, after lower part enters in water, is impacted be subject to current, can be deviated to breach water (flow) direction, top is limited be subject to hawser rope System, shut-off damper group tilt, and its underpart is deviated to water (flow) direction;
It should be noted that the hawser rope of the shut-off damper group described in carry, the direction within breach;
Further, then according to this method, sets at least two layers of shut-off damper group;It is described on the different hawser ropes Shut-off damper group, is staggered, to block the gap between the shut-off damper.
Step 5. sets the sealing plate group
On another coarse-wire rope, the sealing plate group is hung up successively, one is hung between two sealing plate groups A or multiple distance members;Under gravity, the sealing plate group, the distance member slide to described thick automatically The tenesmus position of rope, is crowded together;
It is corresponding that breach both ends adjust same root rope respectively, the support member and/or rope guide member and/or rope Rope fixed component and/or rope, make the rope elongated so that the sealing plate group is stretched in water, at breach;
Further, the total length of multigroup sealing plate group on a hawser rope is more than breach width, or more Multigroup sealing plate group on the hawser rope is used cooperatively, and the total length of multigroup sealing plate group is more than the width that bursts Degree;
It should be noted that the hawser rope of sealing plate group described in carry, with respect to the institute of shut-off damper group described in carry State for hawser rope, the direction within breach;
Further, then according to this method, sets at least two layers of sealing plate group.
Step 6. takes throwing steel reinforcement cage, cobble bag, sandbag, stone etc. to block up method to block breach completely.
Further, step 2.1 is further included before step 3:Set up and strengthen anchor line;The fire of erection on the bank at breach both ends Arrow anchor transmitter, strengthens anchor line so that strengthen anchor line and be fixed on the bottom, distance along the transmitting of direction obliquely downward of the hawser rope More than half breach distance of reinforcement anchor line emission port;Set up the reinforcement anchor line of more than one.
Technique effect:
The shut-off damper group, the distance member, the rope, the sealing plate group are all modularized equipments, both just In storage, also allow for transporting stifled breach construction site, can in all weather construct, can adapt to different length, depth Breach.
The rope coordinates fixed tower to use, and can move the position of rope, can by adjusting the height at both ends respectively Adjust the shut-off damper group hung thereon or the position of the distance member or the sealing plate group;Multiple ropes It is used cooperatively, site operation speed can be accelerated, also reduces the intensity requirement to single rope.
The shut-off damper assembles and closes the rope, fixed tower uses, and can rapidly be set at breach, in water shape Into the baffle group at baffle contact (fixation) bottom, stop that current pass through;
The distance member coordinates the sealing plate group to use, and can be formed on the rope spaced multiple described Sealing plate group;
The sealing plate group, coordinates the rope, fixed tower to use, and can rapidly be set at breach, in water shape The sealing plate string long into one, is blocked in before the gap between the shut-off damper group, stops current from the gear that shuts off Gap outflow between plate group;
The telescopic breach plugging device of the fixation, method, can at breach, by setting the shut-off damper group, One of barrier structure is formed, stops current;
The fixed tower, can support across the rope to burst, and can lift, move back and forth rope, tense, loosen, Stationary rope can simultaneously pre-set the fixed tower, it is quickly come into operation when bursting and occurring, beneficial to quick blocking Burst.
The telescopic breach plugging device of the fixation, method, can at breach, by setting the shut-off damper group, One of barrier structure is formed, stops current;
The telescopic breach plugging device of the fixation, method, additionally it is possible to set between the shut-off damper group described close Sealing plate group, stops the gap flowing water between the shut-off damper group;
The telescopic breach plugging device of the fixation, method, by shut-off damper group described in subsection setup, reduce described The stress of rope, the single rope guide member, can preferably set the shut-off damper group in water;
The telescopic breach plugging device of the fixation, method, by sealing plate group described in subsection setup, reduce the rope The stress of rope, the single rope guide member, can preferably set the sealing plate group in water;
Shut-off damper group can stop the rapids of the overwhelming majority as the basic staggered shut-off damper group of the skeleton that shuts off Set sealing baffle group to seal the current appeared at anxious current, then gap between shut-off damper group, slow down water speed, Flood fighters can carry out repairing the work of dykes and dams rapidly;
One kind proposed by the present invention fixes telescopic breach plugging device, method and device, simple in structure, can be quickly high Effect deployment, can use in various weather, easy to operate, cope with different breach situations, failure rate is low.
Brief description of the drawings
Attached drawing described herein is used for providing further understanding this patent, forms the part of the application, this hair Bright schematic description and description is used to explain this patent, does not form the improper restriction to this patent.In the accompanying drawings:
Fig. 1 is the top view of the basic baffle of another embodiment of the present invention.
Fig. 2 is the side view of the basic baffle shown in Fig. 1.
Fig. 3 is the main view profile of the basic baffle shown in Fig. 1.
Fig. 4 is the top view of the cell shutter of another embodiment of the present invention.
Fig. 5 is the side view of the cell shutter shown in Fig. 4.
Fig. 6 is the main view profile of the cell shutter shown in Fig. 4.
Fig. 7 is the top view of the tailgate of another embodiment of the present invention.
Fig. 8 is the side view of the tailgate shown in Fig. 7.
Fig. 9 is the main view profile of the tailgate shown in Fig. 7.
Figure 10 is the side view of the shut-off damper group of another embodiment of the present invention.
Figure 11 is the main view profile of the shut-off damper group shown in Figure 11.
Figure 12 is the top view of the sealing plate of another embodiment of the present invention.
Figure 13 is the side view of the sealing plate shown in Figure 12.
Figure 14 is the top view under the sealing plate group unfolded state formed using the sealing plate shown in Figure 12.
Figure 15 is the top view of the sealing plate of another embodiment of the present invention.
Figure 16 is the top view under the sealing plate group unfolded state formed using the sealing plate shown in Figure 15.
Figure 17 is the side view under the sealing plate group folded state shown in Figure 16.
Figure 18 is the top view of the embodiment of the interface components of the sealing plate group shown in Figure 16.
Figure 19 is the side view of the distance member of another embodiment of the present invention.
Figure 20 is the front view of the distance member shown in Figure 19.
Figure 21 is the side view of the fixation tower of another embodiment of the present invention.
Figure 22 is the top view of the fixation tower shown in Figure 21.
Figure 23 is the application schematic diagram of the closure method of another embodiment of the present invention.
Figure 24 is the application schematic diagram of the closure method of another embodiment of the present invention.
Figure 25 is the front view of the fixation tower of another embodiment of the present invention.
Figure 26 is the side view of the fixation tower shown in Figure 25.
Figure 27 is the front view of slide unit in fixation tower shown in Figure 25.
Figure 28 is the application schematic diagram (top view) of the closure method of another embodiment of the present invention.
Figure 29 is the application schematic diagram (top view) of the closure method of another embodiment of the present invention.
Figure 30 is the application schematic diagram (front view) of the closure method of another embodiment of the present invention.
In figure:
03- shut-off damper groups, 31- bases baffle, 32- bases baffle main body, 33- bases baffle slideway, 34- bases baffle Front limit component, limiting component after the baffle of 35- bases, 36- bases baffle hook,
37- cell shutters, 38- cell shutter main bodys, 39- cell shutter slideways, 40- cell shutter front limit components, 41- Limiting component after cell shutter, 42- cell shutter slide units,
43- tailgates, 44- tailgate main bodys, 45- tailgate slide units, 46- tailgate fixed components;
05- sealing plate groups, 51- the first sealing plate groups, 52- the first sealing unit plates, 53- first module plate main bodys, 54- One connecting component, 55- second connecting portion parts, the first axis pins of 56-, the first sealing plates of 57- hook,
58- the second sealing plate groups, 59- the second sealing unit plates, 60- second unit plate main bodys, the 3rd connecting components of 61-, The 4th connecting components of 62-, 63- interface components, the second axis pins of 64-, the second sealing plates of 65- hook;
07- distance members, 71- partition bodies, 72- intervals hook;
08- coarse-wire ropes;
82- strengthens anchor line;
The first tower bodies of 91-, the first support members of 92-, 93- the first rope fixed components, 94- the first rope guide members,
The first columns of 95-, the second columns of 96-, 97- crossbeam platforms, 98- slide units, 981- sliding bodies, 982- second Rope guide member, 983- locking devices, 99- platform slideways.
Embodiment
In the present invention, unless otherwise clear and definite regulation and definition, all technical and scientific terms used herein with The normally understood implication of those skilled in the art for belonging to the present invention is identical.It should be appreciated that term " " center ", " transverse direction ", " longitudinal direction ", "front", "rear", "left", "right", " on ", " under ", " vertical ", " level ", " top ", " bottom ", " interior ", " outer ", " two The orientation or position relationship of the instructions such as side " are based on orientation shown in the drawings or position relationship, are for only for ease of description originally Patent and simplifying describes, rather than instruction or device shown in implying or component must have specific orientation, with specific side Position construction and operation, therefore it is not intended that limiting the scope of the invention.
In the present invention, broad sense should be done unless otherwise clear and definite regulation and the term such as definition, " installation ", " connection " " fixation " Understand, for example, it may be being fixedly connected, can also be detachably connected or be integrally connected;Can mechanically connect, Can be electrically connected;Can be directly connected to, and can be indirectly connected by intermediary;Can be inside two elements Connection.For the ordinary skill in the art, the tool of above-mentioned term in the present invention can be understood as the case may be Body implication.
Below with reference to the attached drawing of the embodiment of the present invention, the present invention is hereinafter described more fully.It is but of the invention Can occur with many different forms, and should not be construed as being limited to the embodiments set forth herein, pass through embodiment, sheet Invention becomes more complete;On the contrary, these embodiments provided by way of example cause the disclosure to pass the scope of the present invention Up to those skilled in the art of the present technique.In addition, attached drawing is only schematical and is not drawn on scale, the identical numeral beginning Same or similar element or component are represented eventually.
The basic thought of the present invention is to provide a kind of method of device for bursting to shut off and breach of shutting off using this kind of device, This is to include shut-off damper group, sealing plate group, distance member, the object such as rope, line for matching these devices by providing Wheel, fix tower etc. to realize.
Implement use-case one
As shown in Figs. 1-3, it is the basic baffle 31 of another embodiment of the invention.Basic baffle 31 includes basic baffle Main body 32, at least one basic baffle slideway 33, at least one basic baffle limiting component (including basic baffle front limit portion Limiting component 35 after part 34 and basic baffle), at least one basic baffle hook 36.
Basic baffle main body 32 is rectangle tabular thing, and thickness is more than 1 millimeter, length is more than 0.5 meter, width 5 More than centimetre;Preferably, thickness is 10 millimeters, and length is 3 meters, and width is 2 meters.
Fixed setting at least one is coordinated to be kept off parallel to long side, parallel to basis above above basic baffle main body 32 Plate slideway 33;Basic baffle slideway 33 slides on for the matched slide unit used;Basic baffle slideway 33 passes through Wear basic baffle main body 32;The cross section of basic 33 main body of baffle slideway includes one of following shape:Inverse-T-shaped, triangle, Trapezoidal, regular polygon;Preferably, the same basic baffle slideway 33 of two strips, the structure of being arranged in parallel, basic baffle slideway 33 cross section is inverse-T-shaped, and two basic baffle slideways 33 are in basic baffle main body 32 along basic 32 long side of baffle main body Symmetry axis center symmetric setting;
The one end fits of basic baffle slideway 33 set basic baffle limiting component, and the other end closes or be equipped with basis Baffle limiting component, basic baffle slideway 33 and its attached basic baffle limiting component cause, the matched slip used When component slides on, it is impossible to skid off basic baffle slideway 33 from the both ends of basic baffle slideway 33;Preferably, in base The both ends of plinth baffle slideway 33 are respectively provided with basic baffle limiting component.
Basic baffle limiting component coordinates with basic baffle slideway 33 to be fixedly installed;Basic 33 comparative basis of baffle slideway gear Front end, the rear end of plate main body 32, are successively front end, the rear end of basic baffle slideway 33;
Basic baffle limiting component includes limiting component 35 after basic baffle front limit component 34 and/or basic baffle.
The front end of basic baffle slideway 33 coordinates the basic baffle limiting component of fixed setting to be basic baffle front limit portion Part 34, the basic baffle slideway must not be fully slid out forwards for being blocked in the object slided on basic baffle slideway 33 33;The rear end of basic baffle slideway 33 coordinates the basic baffle limiting component of fixed setting to be limiting component 35 after basic baffle, Basic baffle slideway 33 must not be rearward fully slid out for being blocked in the object slided on basic baffle slideway 33;
Limiting component 35 after basic baffle front limit component 34 and basic baffle, is fixed in a manner of facilitating dismounting, is easy to Slide being put into for object.
Limiting component 35 is located at the inside of basic baffle main body 32 after basic baffle front limit component 34 and basic baffle, or It is the outside of basic baffle main body 32, or part is positioned at the inside of basis baffle main body 32, partly positioned at basic baffle main body 32 outside;Preferably, basic baffle front limit component 34 and limiting component 35 after basic baffle are located at basic baffle main body 32 Inside.
The structure of limiting component 35 is identical or different after basic baffle front limit component 34, basic baffle, it is preferred that phase Together;
The cross section shape of limiting component 35 and basic baffle slideway 33 after basic baffle front limit component 34 and basic baffle Shape, size are equipped with, and are coordinated by screw in basic 33 groove of baffle slideway being fixedly installed in basic baffle main body 32 Both ends.
Basic baffle hook 36 coordinates the rear end face for being fixed on basic baffle main body 32, it is preferred that basic baffle hook 36 There is stopping mechanism, be anti-drop hook, be the prior art, can prevent the depended on object of basic 36 abjection of baffle hook;It is preferred that , basic baffle hook 36 is positioned at the both ends of the basic baffle rear end face.
Optionally, above basic baffle main body 32 and/or below on coordinate fixed setting at least 1 reinforcing rib, use In the mechanical strength of the basic baffle 31 of enhancing, it is preferred that 20 reinforcing ribs are uniformly arranged on basic baffle main body 32, are handed over Pitch to be latticed, above the basic baffle main body 32 of covering.Preferably, reinforcing rib is set.
Optionally, the basic baffle slideway 33 on basic baffle 31, is partly or entirely replaced by and basic baffle slideway The slide unit (being known as basic barrier slides component) that the same slideway in 12 structures, position is used cooperatively;Basic barrier slides portion Part, which coordinates, to be fixedly installed on above basic baffle main body 32;Basic barrier slides component, which coordinates, is fixedly installed on basic baffle Front portion above main body 32;Preferably, setting is not exchanged.
Implement use-case two
As Figure 4-Figure 6, for the present invention another embodiment shut-off damper group 03 cell shutter 37.Cell shutter 37 include:Cell shutter main body 38, at least one cell shutter slideway 39, at least one cell shutter limiting component (including list Limiting component 41 after first baffle front limit component 40 and cell shutter), at least one cell shutter slide unit 42.
Cell shutter main body 38 is rectangle tabular thing, and thickness is more than 1 millimeter, length is more than 0.5 meter, width 5 More than centimetre;Preferably, thickness is 10 millimeters, and length is 3 meters, and width is 2 meters.
Fixed setting at least one is coordinated to be kept off parallel to long side, parallel to unit above above cell shutter main body 38 Plate slideway 39;Cell shutter slideway 39 slides on for the matched slide unit used;Cell shutter slideway 39 passes through Wear cell shutter main body 38;The cross section of 39 main body of cell shutter slideway includes one of following shape:Inverse-T-shaped, triangle, Trapezoidal, regular polygon;Preferably, the same cell shutter slideway 39 of two strips, the structure of being arranged in parallel, cell shutter slideway 39 cross section is inverse-T-shaped, and two cell shutter slideways 39 are in cell shutter main body 38 along 38 long side of cell shutter main body Symmetry axis center symmetric setting;
The one end fits of cell shutter slideway 39 set basic baffle limiting component, and the other end closes or be equipped with unit Baffle limiting component, cell shutter slideway 39 and its attached cell shutter limiting component cause, the matched slip used When component slides on, it is impossible to skid off cell shutter slideway 39 from the both ends of cell shutter slideway 39;Preferably, in list The both ends of first baffle slideway 39 are respectively provided with cell shutter limiting component.
Cell shutter limiting component coordinates with cell shutter slideway 39 to be fixedly installed;39 confrontation unit of cell shutter slideway is kept off Front end, the rear end of plate main body 38, are followed successively by front end, the rear end of cell shutter slideway 39;
Cell shutter limiting component includes limiting component 41 after cell shutter front limit component 40 and/or cell shutter.
The front end of cell shutter slideway 39 coordinates the basic baffle limiting component of fixed setting to be limiting section after cell shutter Part 41, the cell shutter slideway must not be fully slid out forwards for being blocked in the object slided on cell shutter slideway 39 39;The rear end of cell shutter slideway 39 coordinates the cell shutter limiting component of fixed setting to be limiting component 41 after cell shutter, Cell shutter slideway 39 must not be rearward fully slid out for being blocked in the object slided on cell shutter slideway 39;
Limiting component 41 after limiting component 41 and cell shutter, is fixed in a manner of facilitating dismounting, is easy to after cell shutter Slide being put into for object.
Limiting component 41 is located at the inside of cell shutter main body 38 after limiting component 41 and cell shutter after cell shutter, or It is the outside of cell shutter main body 38, or part is located at the inside of cell shutter main body 38, is partly located at cell shutter main body 38 outside;Preferably, limiting component 41 is located at cell shutter main body 38 after limiting component 41 and cell shutter after cell shutter Inside.
The structure of limiting component 41 is identical or different after limiting component 41, cell shutter after cell shutter, it is preferred that phase Together;
After cell shutter after limiting component 41 and cell shutter limiting component 41 and cell shutter slideway 39 cross section shape Shape, size are equipped with, and are coordinated by screw in 39 groove of cell shutter slideway being fixedly installed in cell shutter main body 38 Both ends.
Cell shutter slide unit 42 coordinates the rear end being fixedly installed on below cell shutter 37;Cell shutter sliding part Part 42 is equipped with basic baffle slideway 33, cell shutter 37 is slided on basic baffle 31, both match somebody with somebody at shape Close, dimensional fits are set;Preferably, cell shutter slide unit 42 is inverse-T-shaped corresponding each basic baffle slideway 41, if Put a cell shutter slide unit 42.Unit bar limiting component, as basic rod slideway limiting component structure;Unit bar The mode of the setting of limiting component engagement unit baffle main body 38, coordinates basic baffle main body with basic rod slideway limiting component The mode of 32 setting is the same.
Optionally, above cell shutter main body 38 and/or below on coordinate fixed setting at least 1 reinforcing rib, use In the mechanical strength of the basic baffle 31 of enhancing, it is preferred that 20 reinforcing ribs are uniformly arranged on cell shutter main body 38, are handed over Pitch to be latticed, above capping unit baffle main body 38.Preferably, reinforcing rib is set.
It should be noted that cell shutter 37 can also be slided in another cell shutter 37, cell shutter 37 with it is another The situation that a cell shutter 37 is used cooperatively, the basic baffle slideway 33 with cell shutter slide unit 42 and basic baffle 31 Situation about being used cooperatively is consistent.
Optionally, when cell shutter 37 is used cooperatively with basic baffle 31, the cell shutter in cell shutter main body 38 Slide unit 42, is partly or entirely replaced by basic baffle slideway 33, the basic baffle slideway 33 in basic baffle main body 32 Corresponding, cell shutter slide unit 42 is partly or entirely replaced by, basic baffle slideway 33 and cell shutter are slided Component 42 is equipped with, and cell shutter 37 is slided along basic baffle 31;
When previous cell shutter 37 and the latter cell shutter 37 are used cooperatively, the list on previous element baffle 37 First barrier slides component 42, is partly or entirely replaced by cell shutter slideway 39, the unit gear in the latter cell shutter 37 Plate slideway 39 is corresponding, is partly or entirely replaced by cell shutter slide unit 42, the previous list after the completion of replacement Cell shutter slide unit 42 on first baffle 37 is equipped with the cell shutter slideway 39 in the latter cell shutter 37, The latter cell shutter 37 is set to be slided along previous element baffle 37;Preferably, do not replace.
Implement use-case three
As Figure 7-9, for the present invention another embodiment shut-off damper group 03 tailgate 43.Tailgate 43 includes: Tailgate main body 44, tailgate slide unit 45;
Tailgate main body 44 is rectangle tabular thing, and thickness is more than 1 millimeter, length is more than 0.5 meter, width is 5 centimetres More than;Preferably, thickness is 10 millimeters, and length is 2.76 meters, and width is 2 meters.
Rear end below tailgate main body 44 coordinates fixed setting and at least one tailgate slide unit 45;Tailgate slide unit 45 are equipped with cell shutter slideway 39, tailgate 43 is slided in cell shutter 37.
Preferably, tailgate slide unit 45 with implement the relative position of cell shutter slide unit 42 in use-case seven, size, Structure, shape, number etc. are all.
Optionally, coordinate in tailgate main body 44 and be fixedly installed reinforcing rib, for increasing the anti-pressure ability of tailgate 43;It is excellent Choosing, 19 reinforcing ribs are uniformly arranged above tailgate main body 44, are intersected to be latticed, above covering tailgate main body 44, The width in the cross section of every reinforcing rib is 10 millimeters, is highly 10 millimeters.
Further, when tailgate 43 and cell shutter 37 are used cooperatively, cell shutter slideway 39 and tailgate slide unit 45 position partly or entirely exchanges, i.e., on tailgate 43, coordinates and part or all of cell shutter slideway 39, phase is fixedly installed Answer, in cell shutter 37, coordinate and the matched part or all of tailgate slide unit 45 used is fixedly installed, make tail Plate 43 can be slided along cell shutter 37;
Alternatively, when tailgate 43 is used cooperatively with basic baffle 31, basic baffle slideway 33 and tailgate slide unit 45 Position partly or entirely exchanges, i.e., on basic baffle 31, coordinates and part or all of tailgate slide unit 45, phase is fixedly installed Answer, on tailgate 43, coordinate the matched part or all of basic baffle slideway 33 used of fixed setting, make tailgate 43 It can be slided along basic baffle 31.
Optionally, tailgate 43 further includes tailgate fixed component 46;
Tailgate fixed component 46 coordinates the front end for being fixedly installed on tailgate main body 61, its shape includes one of the following:Pointed, It is hook-shaped, trident is hook-shaped, the total length of tailgate fixed component 46 is not less than 5 centimetres, and main diameter is not less than 5 millimeters, for by tail Plate 3 is inserted into the silt at the bottom, or is hooked on stone and plays the role of fixed tailgate 43;
Preferably, tailgate 43 includes tailgate fixed component 46, and tailgate fixed component 46 is pointed, and main diameter is 8 centimetres, Total length is 20 centimetres, and the length of the pointed part in head is 4 centimetres.
Implement use-case four
Shut-off damper group includes:One 37, basic baffle 31, more than one cell shutter tailgates 43.Such as Figure 10-11 It is shown, for the shut-off damper group 03 of another embodiment of the present invention.In figure, shut-off damper group 03 includes:One implementation use-case 31, three, the basic baffle cell shutter implemented in use-case seven 37, one tailgate 43 implemented in use-case eight in six;
Cell shutter slide unit 42 close to the cell shutter 37 of basic baffle 31 is set with basic 53 cooperation of baffle slideway Put, cell shutter 37 is slidably reciprocated along basic baffle 31;
Between two neighboring cell shutter 37, cell shutter slide unit 42 and the previous list of the latter cell shutter 37 The cell shutter slideway 39 of first baffle 37 is equipped with, and enables the latter cell shutter 37 along previous element baffle 37 Return and slide.
The tailgate slide unit 45 of tailgate 43 and the cell shutter slideway 39 of a module unit baffle 37 topmost are equipped with, Make tailgate 43 along can topmost a module unit baffle 37 slidably reciprocate.
Optionally, shut-off damper group 03 can include tailgate 43 with portion, preferably include tailgate 43.
Specifically:Between two adjacent baffles, the front and rear limiting component of previous baffle is opened, the latter is kept off The slide unit of plate is fitted into previous baffle main body, the latter baffle is connected by slide unit with previous baffle;Will After the front and rear limiting component opened coordinates fixation again, the latter baffle can just slide on previous baffle, and will not take off From.
Optionally, the baffle slideway being used cooperatively and slide unit between adjacent two block baffle, it is partly or entirely corresponding Exchange is coordinated to be arranged on corresponding baffle;Preferably, setting is not exchanged.
In use, shut-off damper group 03 is hung on the objects such as rope by the basic baffle hook 36 on basic baffle 31.
It should be noted that actual in use, quantity and the breach of the cell shutter 37 that shut-off damper group 03 includes Depth it is related, according to the depth of breach, the length of cell shutter 37, reasonably select the quantity of cell shutter 37 so that shut off After baffle group 03 stretches, breach bottom can be reached.
Implement use-case five
As shown in figs. 12-14, it is the sealing plate group 05 of another embodiment of the invention, is known as the first sealing plate group 51, Including:First sealing unit plate 52, the first axis pin 56, the first sealing plate hook 57;
Wherein, the first sealing unit plate 52 as illustrated by figs. 12-13, including:First module plate main body 53, first connecting portion Part 54, second connecting portion part 55;
First module plate main body 53 is planar structure, and it is in quadrangle, polygon, sector that its overall shape, which includes at least, One, preferably rectangle, 30 centimetres of length, 50 centimetres of width, 3 millimeters of thickness;
The front end of first module plate main body 53 is equipped with more than one groove, and the rear end of first module plate main body 53 is equipped with one Protrusion more than a, the groove of adjacent two blocks of first module plates main body 53 coordinates with position, size, shape, the position protruded to be set Put;Preferably, 2 grooves are set, 2 protrusions are set.
Coordinate fixed setting first connecting portion below the position of the both sides of 53 front end respective slot of first module plate main body Part 54, the first connecting portion part 54 include pin hole;The axis direction of the pin hole is parallel with 53 front ends of first module plate main body;
Coordinate fixed setting second connecting portion part 55, second connecting portion part below the protrusion of 53 rear end of first module plate main body 55 include pin hole;The pin hole and the first connecting portion part of second connecting portion part 55 between adjacent two blocks of first module plates main body 53 The size of 54 pin hole, position are equipped with;
The first connecting portion part 54 and second connecting portion part 55 of two the first sealing unit plates 52 can pass through the first axis pin 56 are flexibly connected;Multiple first module plate main bodys 53 interconnect, and become the first sealing plate group 51;First sealing plate Group 51 can be rolled, is unfolded, and be roller shutter type structure.
It should be noted that groove with protrusion one to one presence, can be 1 or more than one, preferably two it is recessed Groove, two protrusions;
When each first module plate main body 53 includes a groove with protrusion, the first connecting portion part 54 is respectively cooperating with It is fixedly installed on the position on 53 groove both sides of first module plate main body, the still cooperation of second connecting portion part 55 is fixedly installed on Below protrusion;
When each first module plate main body 53 includes more than one groove with protrusion, the first connecting portion part 54 is distinguished Cooperation is fixedly installed in the first module plate main body 53 of the protrusion between two neighboring groove, and second connecting portion part 55 remains unchanged Cooperation is fixedly installed on below protrusion.
The upper surface of first piece of first sealing unit plate 52 in first sealing plate group 51 coordinates fixed at least one first Sealing plate hook 57, the first sealing plate hook 57 is anti-drop hook, has stopping mechanism, is the prior art, can prevent the first sealing The depended on object of 57 abjection of plate hook;Preferably, two the first sealing plates are set to link up with 57, both are single positioned at first respectively The both sides of the upper surface of first plate main body 53, are symmetrical arranged.
Implement use-case six
As shown in figures 15-18, it is the sealing plate group 05 of another embodiment of the invention, is known as the second sealing plate group 58, Including:Second sealing unit plate 59, interface components 63, the second axis pin 64, the second sealing plate hook 65;
Wherein, as shown in figure 15, the second sealing unit plate 59 includes:Second unit plate main body 60, the 3rd connecting component 61, 4th connecting component 62.
Second unit plate main body 60 is planar structure, its overall shape includes at least one of quadrangle, polygon, sector, Preferably rectangle, 30 centimetres of length, 50 centimetres of width, 3 millimeters of thickness;
3rd connecting component 61 coordinates the front end for being fixedly installed on second unit plate main body 60, with pin hole;
4th connecting component 62 coordinates the rear end for being fixedly installed on second unit plate main body 60, with pin hole;
The size of 3rd connecting component 61 and the 4th connecting component 62, position are equipped with;Preferably, the 3rd connecting component 61 and the 4th connecting component 62 be respectively cooperating with being fixedly installed on four angles of second unit plate main body 60.
As shown in figure 18, interface components 63 are used to connect two adjacent second unit plate main bodys 60, are platy structure, its Shape includes at least one of quadrangle, polygon, with two pin holes;Preferably fillet rectangle.Two pin holes are positioned at length Square both ends, interface components 63 are equipped with second unit main body 83, and two pin holes of interface components 63, are respectively cooperating with Connect the 3rd connecting component 61 and the 4th connecting component 62 of two adjacent second unit plate main bodys 60.Adjacent two Two cell board main bodys 60 are by that after two conjunctions of interface components 56 link together, can surround axis pin and rotate.
After multiple second sealing unit plates 59 connect together, become the second sealing plate group 58.
Coordinate fixed setting at least one the in the upper end of first piece of second sealing unit plate 59 of the second sealing plate group 58 Two sealing plates hook 65, the second sealing plate hook 65 is anti-drop hook, with stopping mechanism, is the prior art, can prevent second The depended on object of 65 abjection of sealing plate hook;Preferably, two the second sealing plates are set to link up with 65, both are respectively positioned at the The both sides of the upper surface of two sealing unit plates 59, are symmetrical arranged.At this time, the second sealing plate group 58 after connection can be stacked, opened up Open, be organ type structure.
First sealing plate group 51 and the second sealing plate group 58 are referred to as sealing plate group 05.
Implement use-case seven
It is the distance member 07 of another embodiment of the present invention as shown in Figure 19-20, including:Partition body 71, two Interval hook 72 above;
Partition body 71 occupies certain length in the straight direction, for separating the object at both ends;
More than 20 millimeters of the external diameter of a circle of the both ends of the surface of partition body 71;The shape of 71 both ends of the surface of partition body is pipe Shape or sheet, it is preferred that it is square piece shape, 50 millimeters of the length of side;
Preferably, interval hook 72 is anti-drop hook, is the prior art with stopping mechanism, can prevent interval hook 72 The depended on object of abjection;
Preferably, two interval hooks 72 are set, respectively the both ends above partition body 71.
Implement use-case eight
Figure 21-29 is the schematic diagram of the fixation tower of another embodiment of the present invention.Fixation tower in the present embodiment is first Fixed tower, the first fixation tower include:One the first tower body 91, more than one first support member 92, more than one first rope Guide member 94;
First tower body 91 is fixed buildings, for carrying the first support member 92;
First support member 92 is stretched out outside the first tower body 91, is rod-shaped or platform-like, preferably platform-like;Preferably Have two the first support members 92, respectively positioned at the top and bottom of tower main body, be respectively the first support member of upper strata 92, under The first support member 92 of layer;
Optionally, the first fixation tower comes with lifting gear, can move up and down the first support member 92, be existing skill Art;Preferably, the first fixation tower does not include lifting gear;
Optionally, the first support member 92 can shrink expansion, to adjust the length stretched out outside the first fixation tower, be The prior art;Preferably, the first support member 92 cannot shrink expansion;
Optionally, each first support member 92 carries more than one first rope fixed component 93;Preferably, set 5 the first rope fixed components 93, are uniformly distributed in the both sides of plane in the first support member 92;
Optionally, the first fixation tower further includes hoisting device, for slinging flood control material;Preferably, do not include slinging dress Put, the function of slinging of needing to use in step is shut off in breach is provided by extra crane.
A kind of fixed telescopic breach method for blocking proposed by the present invention, including following processing steps (including fixation is stretched The description of contracting formula breach plugging device):
Step 0. fixes tower along dam construction first, has certain interval between two first fixation towers.First fixation Tower can also also serve as lookout terrace in non-flood period.
Step 1. is transported;When block burst when, will flood control material transportation to breach both ends on the bank;
Flood control material includes:Shut-off damper group 03, distance member 07, rope, sealing plate group 05;
Rope includes hawser rope and/or thin cord;
Rope includes steel wire rope and/or chain, preferably steel wire rope.
Step 2. frame rope;One is set up across the rope to burst;From breach one end (A ends) on the bank, seizing wire is drawn, Reach the other end (B ends) to burst on the bank;Then, the seizing wire of one end coordinates fixed setting coarse-wire rope 08, the other end Dilatory seizing wire, coarse-wire rope 08 is pulled through;After with crane, coarse-wire rope 08 half is stretched, the both ends of coarse-wire rope 08 In the rope fixed component for being respectively cooperating with being fixedly installed on the first support member of upper strata 92 of the first fixation tower;Word " half Exhibition ", refers to coarse-wire rope 08 and is not tightened up, and there is the tenesmus of certain amplitude in centre;
Breach both ends, set at least two relatively independent coarse-wire ropes 08;The both ends of every coarse-wire rope 08, match somebody with somebody respectively Conjunction is fixedly installed in corresponding rope fixed component;Preferably, three coarse-wire ropes 08 are erected, to hang up required thing Part.
It should be noted that crossing Rocket anchor transmitter using speedboat or unmanned plane, from breach one end (A ends) on the bank, lead Draw seizing wire, reach the other end (B ends) of breach on the bank;Preferably speedboat.
Step 3. sets shut-off damper group 03;On another coarse-wire rope 08, shut-off damper group 03 is hung up successively;In weight Under the action of power, shut-off damper group 03 slides to the tenesmus position of coarse-wire rope 08 automatically, is crowded together;Until coarse-wire rope 08 On the overall width of shut-off damper group 03 be more than multigroup shut-off damper group 03 in breach length, or more coarse-wire ropes 08 It is used cooperatively, the total length of multigroup shut-off damper group 03 is more than breach width;Then, it is synchronous by crane at breach both ends The both ends by the corresponding same root coarse-wire rope 08 in machine adjustment breach both ends, consolidate from the rope of the first support member of upper strata 92 Determine to be moved on component in the rope fixed component of the first support member of lower floor 92, then by adjusting the first supporting part of lower floor 92 and/or first rope guide member 94 of part and/or the first rope fixed component 93 and/or coarse-wire rope 08, become rope It is long so that the shut-off damper group 03 on coarse-wire rope 08 is located at all bars that shut off on the coarse-wire rope 08 of step 3 setting Group 01 is fixed at breach towards breach current updrift side, shut-off damper group 03;
Optionally, the total length of multigroup shut-off damper group 03 on a coarse-wire rope 08 is more than breach width, Huo Zheduo Multigroup shut-off damper group 03 on root coarse-wire rope 08 is used cooperatively, and is more than the total length of multigroup shut-off damper group 03 and is burst Width;Preferably, a coarse-wire rope 08 is set;Preferably, two coarse-wire ropes 08 are used cooperatively.
Need to illustrate this, the shut-off damper group 03 on coarse-wire rope 08, after lower part enters in water, be subject to current Impact, can deviate to breach water (flow) direction, and top be limited be subject to coarse-wire rope 08, and shut-off damper group 03 tilts, its underpart to Water (flow) direction deviates;The shut-off damper group 03 of offset, touches when shutting off bar group 01, degrees of offset is limited.
Step 4. sets sealing plate group 05;On another coarse-wire rope 08, sealing plate group 05, two sealings are hung up successively The distance member 07 of one or more is hung between plate group 05, specific quantity needs the length of foundation distance member 07 and shuts off The width of baffle group 03 determines, at the gap that can be located in order to the position of sealing plate group 05 between two groups of shut-off damper groups 03; Under gravity, sealing plate group 05, distance member 07 slide to the tenesmus position of coarse-wire rope 08 automatically, are crowded together;Directly The width of all sealing plate groups 05 on to coarse-wire rope 08 is more than breach length;Synchronous by crane at breach both ends By the both ends of the corresponding same root coarse-wire rope 08 in machine adjustment breach both ends, fixed from the rope of the first support member of upper strata 92 It is moved on component in the rope fixed component of the first support member of lower floor 92, then by adjusting the first support member of lower floor 92 and/or first rope guide member 94 and/or the first rope fixed component 93 and/or coarse-wire rope 08, make rope elongated, So that 08 upper sealing panel group 05 of coarse-wire rope is located at all 03 faces of shut-off damper group on the coarse-wire rope 08 of step 4 setting To breach current updrift side, sealing plate group 05 is stretched in water, at breach.
Sealing plate group 05 on coarse-wire rope 08, into water after, impacted be subject to current, can be to breach water (flow) direction Offset;Ideally, the sealing plate group 05 of offset is just attached at the gap between shut-off damper group 03.
Optionally, the total length of multigroup sealing plate group 05 on a hawser rope is more than breach width, or more hawser Multigroup sealing plate group 05 on rope is used cooperatively, and the total length of multigroup sealing plate group 05 is more than breach width;Preferably, make With a coarse-wire rope 08.
Top view after all flood control materials are provided with is as shown in figure 23.
Step 6. takes throwing steel reinforcement cage, cobble bag, sandbag, stone etc. to block up method to block breach completely.
It should be noted that as shown in figure 24, in actual operating process, it is possible that the first support member 92 If load-bearing capacity be not enough to carrying a piece coarse-wire rope 08 for overworking shut-off damper group 03 or overwork some sealing plate groups 05 and The weight of the coarse-wire rope 08 of dry distance member 07, plus the impact force of current, the treating method of such case, selection does not exist Above-mentioned flood control object is overworked on a piece coarse-wire rope 08, but hangs up half or less.Because object is controlled flood on rope The distance of landing is that the height at 08 both ends of coarse-wire rope at foundation breach both ends determines, if the height at 08 both ends of coarse-wire rope Unanimously, then flood control object slides to center;If the height at 08 both ends of coarse-wire rope is inconsistent, the position that flood control object slides is just It can be deviated to low one side, principle, the weight on a coarse-wire rope 08 is assigned on multiple coarse-wire ropes 08 to mitigate according to this To the burden of single first support member 92.
It should be noted that since the first fixation tower is fixed buildings, also tower can be fixed each first in advance Between set up seizing wire, save the time for later erection coarse-wire rope 08.
Implement use-case nine
This implementation use-case nine and the difference for implementing use-case eight are different in fixed tower, and second in this implementation use-case eight is solid Determine tower to build for class memorial archway, as shown in Figure 24-27, the second fixation tower includes:At least one first column 95, at least one Two columns 96, at least one crossbeam platform 97, at least one slide unit 98;
First column 95 and the second column 96 are arranged on ground or dykes and dams;Preferably, it is arranged on dykes and dams;
Crossbeam platform 97, which coordinates, to be fixed on the first column 95 and the second column 96;First column 95 and the second column 96 It is located at the left side and the right of crossbeam platform 97 respectively, plays the role of support beam platform 97;Crossbeam platform 97 is perpendicular to breach Preceding normal water (flow) direction;
Crossbeam platform 97 includes rectangle, ellipse, fillet rectangle, preferably rectangle for plate object;Crossbeam is put down Dykes and dams are stretched out in one end of platform 97, are suspended from above the water surface;
The upper plane or lower plane of crossbeam platform 97 set more than one platform slideway 99;The length of platform slideway 99 with The length of crossbeam platform 97 is essentially the same;99 both ends of platform slideway set limiting component, for the object for preventing to slide on From 99 front and back prolapse upwards platform slideway 99 of platform slideway;Preferably, one platform is set in the lower plane of crossbeam platform 97 Slideway 99, the length of platform slideway 99 is as the length of crossbeam platform 97;
As shown in figure 26, slide unit 98 includes sliding body 981, the second rope guide member 982, locking device 983; Sliding body 981 is equipped with slideway, can be slidably reciprocated along slideway, and will not above deviate from slideway from vertical direction;
Locking device 983, which coordinates, to be fixed on sliding body 981, is fixed screw, fixation for fixing slide unit 98 The modes such as hole, preferable fixed screw, is the prior art;
Coordinate the second rope guide member 982 of fixed setting on slide unit 98;Second rope guide member 982 is used to draw The trend of conductor rope rope, it is pulley or " U-shaped " ring or " D types " ring that coarse-wire rope 08, which passes through the second rope guide member 982,; Preferably, it is " D types " ring;Preferably, five slide units 98 are set, are arranged in order;
It should be noted that when suspension cord, it is also necessary to hoist engine is used, for folding and unfolding, stationary rope, volume Raise machine cooperation to be fixed on ground, its number is consistent with 98 quantity of slide unit;
Optionally, hoisting device is further included, for slinging flood control material;Preferably, do not needing to hang including hoisting device When playing material, shut-off damper group 03, the both ends of mobile rope are such as hung up, are worked by independent crane.
A kind of fixed telescopic breach plugging device proposed by the present invention, method, including following processing steps (including to solid The description of fixed telescopic breach plugging device):
Step 0. fixes tower along dam construction second, and fixing tower for two second has certain interval.Second fixes the of tower One column 95 and the second column 96 are located at the both sides of dykes and dams road respectively, and the Pedestrians and vehicles not influenced on dykes and dams passes through.
Step 1. is transported;When block burst when, will flood control material transportation to breach both ends on the bank;
Flood control material includes:Shut-off damper group 03, distance member 07, rope, sealing plate group 05;
Rope includes hawser rope and/or thin cord;
Rope includes steel wire rope and/or chain, preferably steel wire rope.
Step 2. frame rope;From breach one end (A ends) on the bank, seizing wire is drawn, reaches the other end (B ends) of breach On the bank;Then, the seizing wire of one end coordinates fixed setting coarse-wire rope 08, and the other end draws seizing wire, by thicker wire Rope 08 is pulled through;The both ends of coarse-wire rope 08, which are each passed through the slide unit 98 of the second fixation tower and coordinate, is fixedly installed on elevator On machine, coarse-wire rope 08 half is stretched;Word " partly stretches ", refers to coarse-wire rope 08 and is not tightened up, and there is certain amplitude in centre Tenesmus;
Breach both ends, set at least two relatively independent coarse-wire ropes 08;The both ends of every coarse-wire rope 08, match somebody with somebody respectively Conjunction is fixedly installed on different hoist engines;Preferably, three coarse-wire ropes 08 are erected, to hang up required object.
It should be noted that using speedboat or unmanned plane or Rocket anchor transmitter, from breach one end (A ends) on the bank, lead Draw seizing wire, reach the other end (B ends) of breach on the bank;Preferably speedboat.
It should be noted that in this step, it is necessary to first using by hand, the mode that crane or rope pull will be sliding Dynamic component 98 is moved to suitable position, and suitable position said herein refers to that the distance between slide unit 98 is greater than 10 centimetres, less than 3 meters, preferably 0.5 meter, and the position of slide unit 98 is fixed by locking device 983.
Step 3. sets shut-off damper group 03;Shut-off damper group 03 is hung up on from A ends and/or B ends to coarse-wire rope 08; Under the action of gravity, shut-off damper group 03 slides to the tenesmus position of coarse-wire rope 08 automatically, is crowded together;Pass through hoist engine tune Whole breach both ends correspond to the both ends of the coarse-wire rope 08 of same root, and operation hoist engine releases coarse-wire rope 08, makes coarse-wire rope 08 Elongated, whereabouts, shut-off damper group 03 is stretched in water, at breach;
Optionally, the total length of multigroup shut-off damper group 03 on a coarse-wire rope 08 is more than breach width, Huo Zheduo Multigroup shut-off damper group 03 on root coarse-wire rope 08 is used cooperatively, and is more than the total length of multigroup shut-off damper group 03 and is burst Width;Preferably, a coarse-wire rope 08 is set.
It should be noted that the shut-off damper group 03 on coarse-wire rope 08, after lower part enters in water, is rushed be subject to current Hit, can be deviated to breach water (flow) direction, top be limited be subject to coarse-wire rope 08, and shut-off damper group 03 tilts, and its underpart is to water Flow direction offset;The shut-off damper group 03 of offset, touches when shutting off bar group 01, degrees of offset is limited.
Step 4. sets sealing plate group 05;On the coarse-wire rope 08 of another opposite shut-off damper group updrift side, according to It is secondary to hang up sealing plate group 05, hang the distance member 07 of one or more between two sealing plate groups 05, specific quantity need according to Determined according to the length of distance member 07 and the width of shut-off damper group 03, can be located at two in order to the position of sealing plate group 05 At gap between group shut-off damper group 03;Under gravity, sealing plate group 05, distance member 07 slide to thicker wire automatically The tenesmus position of rope 08, is crowded together;Burst to grow until the width of all sealing plate groups 05 on coarse-wire rope 08 is more than Degree;Operate hoist engine and release coarse-wire rope 08, make that coarse-wire rope 08 is elongated, falls, until sealing plate group 05 is stretched in water, At breach.
Sealing plate group 05 on coarse-wire rope 08, into water after, impacted be subject to current, can be to breach water (flow) direction Offset;Ideally, the sealing plate group 05 of offset is just attached at the gap between group shut-off damper group 03.
Optionally, the total length of multigroup sealing plate group 05 on a coarse-wire rope 08 is more than breach width, or more Multigroup sealing plate group 05 on coarse-wire rope 08 is used cooperatively, and the total length of multigroup sealing plate group 05 is more than breach width;It is excellent Choosing, a coarse-wire rope 08 is set.
Top view after all flood control materials are provided with is consistent with implementation use-case eight.
Step 5. takes throwing steel reinforcement cage, cobble bag, sandbag, stone etc. to block up method to block breach completely.
It should be noted that in actual operating process, it is possible that the load-bearing capacity of slide unit 98 is not enough to A piece coarse-wire rope 08 for overworking shut-off damper group 03 of carrying overworks some sealing plate groups 05 and some distance members 07 The weight of coarse-wire rope 08, plus the impact force of current, the treating method of such case, selects not in a coarse-wire rope rope Above-mentioned flood control object is overworked on rope 08, but hangs up half or less, as shown in figure 24.Because object is controlled flood on rope The distance of landing be that the height at 08 both ends of coarse-wire rope according to breach both ends determines, if the height at 08 both ends of coarse-wire rope Degree is consistent, then object of controlling flood slides to center;If the height at 08 both ends of coarse-wire rope is inconsistent, the position of flood control object landing It will be deviated to low one side, principle, the weight on a coarse-wire rope 08 is assigned on multiple coarse-wire ropes 08 to subtract according to this Gently to the burden of single slide unit 98.
It should be noted that since the first fixation tower is fixed buildings, also tower can be fixed each first in advance Between set up seizing wire, save the time for later erection coarse-wire rope 08.
Implement use-case ten
As shown in figure 28, it is the telescopic breach plugging device of fixation of the present invention, another embodiment of method Schematic diagram, this implementation use-case ten is with implementing use-case eight and implementing the difference of use-case nine, is set in this implementation use-case ten There is two layers of sealing plate group 05.
Step 4. sets sealing plate group 05 and then sets at least one layer of sealing plate group according to same method, so as to more preferable Block the gap between adjacent breach shut-off damper group 5;Preferably, as shown in figure 28, then two layers of sealing plate group 05, its position be set It is staggered in the shut-off damper group 03 on different coarse-wire ropes 08, and on different coarse-wire ropes 08, is cut to block Flow the gap between baffle group 03.
Implement use-case 11
In the present embodiment, the telescopic breach plugging device of fixation proposed by the invention, the another kind of method are elaborated Embodiment, this implementation use-case 11 and implement use-case eight and implementation use-case nine difference be, this implementation use-case 11 In, multilayer shut-off damper group 4 is set, and the 4 interlaced arrangement of multilayer shut-off damper group, can stop most torrent.
Step 3. is setting shut-off damper group 4 and then is setting at least one layer of shut-off damper group 4 according to same method;It is excellent Choosing, as shown in figure 29, then two layers of shut-off damper group 4 is set, and adjacent two layers shut-off damper group 4 is staggered.
Implement use-case 12
Figure 30 is the application schematic diagram of the reinforcement anchor line 82 of another embodiment of the present invention.This implementation use-case 12 and reality Difference using example eight, implementation use-case nine, implementation use-case ten, implementation use-case 11 is, is provided with and strengthens anchor line 82 (step 2.1), this is before step 3.
Step 2.1, which is set up, strengthens anchor line 82.With Rocket anchor transmitter along the hawser rope 0 erected slightly by outside of bursting On the bank, anchor line 82 is strengthened in the transmitting of direction obliquely downward of perpendicular so that strengthens anchor line 82 and is fixed on the bottom, apart from Rocket anchor More than half breach distance of the emission port of transmitter;And set up the reinforcement anchor line 82 of more than one;Preferably, anchor line 82 is strengthened It is fixed at 2/3rds breach distances of breach transmitting terminal, sets up two reinforcement anchor lines 82, both are into cross-like (two Bank is launched respectively).
It should be noted that set the method for strengthening anchor line 82 very much, such as:Set-up mode of ship anchor etc..
In the description of this specification, the description of reference term " the present embodiment ", " specific embodiment " etc. is intended to combine and is somebody's turn to do Embodiment description specific features, structure the features such as be contained at least one embodiment of the present invention.In description of the invention In, a schematic expression of the above terms does not necessarily refer to the same embodiment or example.Moreover, the specific spy of description Sign, structure, feature etc. can combine in an appropriate manner in any one or more of the embodiments or examples.As long as in addition, not Form and conflict, each embodiment in the present invention and each feature in each embodiment can be combined with each other, the skill formed Art scheme is within protection scope of the present invention.
The above, is only the specific implementation case of the present invention, and protection scope of the present invention is not limited thereto, Ren Hesuo All any modification, equivalent and improvement that the those of ordinary skill in category field is made within the spirit and principles in the present invention etc. It should be included within the scope of the present invention is claimed.

Claims (10)

1. the fixed telescopic breach method for blocking of one kind, it is characterised in that including at least following steps:
Step 1. is transported;When block burst when, will flood control material transportation to breach both ends on the bank;
The flood control material includes:Shut-off damper group, distance member, rope, sealing plate group;
The shut-off damper group has Telescopic, and during for bursting to shut off, the structure insulating course that blocks water shuts off for one group and uses plate
Shape thing;
The distance member is used for the object for being spaced its both ends;
The rope includes hawser rope and thin cord;
The sealing plate group can be folded and is unfolded, to block long narrow gap;
Step 2. frame rope;One is set up across the rope to burst;
Step 3. sets the shut-off damper group;On the part between A ends, B ends, hung up successively in a hawser rope The shut-off damper group;Under gravity, the shut-off damper group slides to the tenesmus position of the hawser rope automatically, squeezes Together;It is corresponding that breach both ends adjust same root rope respectively, the support member and/or rope guide member and/or rope Fixed component and/or rope, make the hawser rope elongated so that the shut-off damper group is stretched in water;
Step 4. sets the sealing plate group;On another coarse-wire rope, the sealing plate group, two institutes are hung up successively State and one or more distance members are hung between sealing plate group;
Under gravity, the sealing plate group, the distance member slide to the tenesmus position of the hawser rope automatically, squeeze Together;It is corresponding that breach both ends adjust same root rope respectively, the support member and/or rope guide member and/or rope Fixed component and/or rope, make the rope elongated so that the sealing plate group is stretched in water, at breach;
Step 5. takes throwing steel reinforcement cage, cobble bag, sandbag, stone etc. to block up method to block breach completely.
2. telescopic breach method for blocking is fixed according to claim 1, it is characterised in that multigroup institute on a hawser rope State multigroup shut-off damper that the total length of shut-off damper group is more than on breach width, or the more hawser ropes and assemble conjunction Use, the total length of multigroup shut-off damper group is more than breach width.
3. telescopic breach method for blocking is fixed according to claim 1, it is characterised in that multigroup institute on a hawser rope Stating multigroup sealing plate that the total length of sealing plate group is more than on breach width, or the more hawser ropes and assembling conjunction makes With making the total length of multigroup sealing plate group be more than breach width.
4. telescopic breach method for blocking is fixed according to claim 1, it is characterised in that the method further includes following steps Suddenly:
In step 4, at least two layers of sealing plate group, and two adjacent groups sealing plate group is staggered are set.
5. telescopic breach method for blocking is fixed according to claim 1, it is characterised in that the method further includes following steps Suddenly:
In step 3, at least two layers of shut-off damper group, and two adjacent groups shut-off damper group is staggered are set.
6. according to the telescopic breach method for blocking of any one of the claim 1-5 fixations, it is characterised in that before step 3 Further include:
Step 2.1., which is set up, strengthens anchor line;So that strengthening anchor line is fixed on the bottom, the reinforcement anchor line is used to shut off described in fixation Baffle group.
7. telescopic breach method for blocking is fixed according to claim 6, it is characterised in that set and strengthened with anchor line transmitter Anchor line.
8. telescopic breach method for blocking is fixed according to claim 7, it is characterised in that set up the reinforcement anchor of more than one Rope.
9. the fixed telescopic breach plugging device of one kind, it is characterised in that including:
Fixed tower, shut-off damper group, rope;
The fixed tower is located on dykes and dams, and the fixed tower is used for the rope that carry closure bursts to use;
The rope includes hawser rope and thin cord;
The shut-off damper group has Telescopic, and during for bursting to shut off, the structure insulating course that blocks water shuts off for one group and uses tabular Thing;The shut-off damper group can carry on the rope.
10. telescopic breach plugging device is fixed according to claim 9, it is characterised in that the fixed tower includes support Component and rope guide member;The support member is equipped with the main body of the fixed tower, and the support member Stretch out outside the main body of the fixed tower.
CN201711473087.4A 2017-12-29 2017-12-29 The fixed telescopic breach plugging device of one kind, method Pending CN108035319A (en)

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Application Number Priority Date Filing Date Title
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108661011A (en) * 2018-07-18 2018-10-16 扬州大学 A kind of collapsible breach plugging device and its application process
CN109281287A (en) * 2017-12-29 2019-01-29 郑州玄机器人有限公司 It is a kind of to use breach plugging device, the method for fixing tower
CN111268548A (en) * 2020-03-13 2020-06-12 上海外高桥造船有限公司 Gate lifting rope positioning tool

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KR100653276B1 (en) * 2006-08-16 2006-12-04 주식회사 도화종합기술공사 Suspension type cofferdam
CN106120529A (en) * 2016-08-22 2016-11-16 清华大学 A kind of large-span multifunctional robotization engineering construction equipment
CN106400740A (en) * 2016-09-23 2017-02-15 武汉大学 Novel plugging method and device used after dike breaking

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100653276B1 (en) * 2006-08-16 2006-12-04 주식회사 도화종합기술공사 Suspension type cofferdam
CN106120529A (en) * 2016-08-22 2016-11-16 清华大学 A kind of large-span multifunctional robotization engineering construction equipment
CN106400740A (en) * 2016-09-23 2017-02-15 武汉大学 Novel plugging method and device used after dike breaking

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109281287A (en) * 2017-12-29 2019-01-29 郑州玄机器人有限公司 It is a kind of to use breach plugging device, the method for fixing tower
CN108661011A (en) * 2018-07-18 2018-10-16 扬州大学 A kind of collapsible breach plugging device and its application process
CN108661011B (en) * 2018-07-18 2023-11-24 扬州大学 Folding type breach plugging device and application method thereof
CN111268548A (en) * 2020-03-13 2020-06-12 上海外高桥造船有限公司 Gate lifting rope positioning tool

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