CN208219559U - Works water outlet temporary blocking device - Google Patents
Works water outlet temporary blocking device Download PDFInfo
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- CN208219559U CN208219559U CN201820772583.3U CN201820772583U CN208219559U CN 208219559 U CN208219559 U CN 208219559U CN 201820772583 U CN201820772583 U CN 201820772583U CN 208219559 U CN208219559 U CN 208219559U
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- steel pipe
- outer steel
- stringer
- supporting steel
- water
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Abstract
The utility model provides a kind of works water outlet temporary blocking device, the trapezium structure of whole closures main body is divided into several triangles using diagonal brace outer steel pipe in the utility model, and flexible sealing rod is added at both ends, more with stability and anti-permeability performance.It can be mounted directly in block-up position, lifting can also be made near block-up position.The utility model is according to the actual demand of construction site, on the basis of pile film cofferdam, it can guarantee that band water builds weir, do not need stable cofferdam of driving piles, and meet two-sided the needs of meeting water, at low cost, the main material of selection can recycle, speed of application is fast, high-efficient, it is convenient for disassembly and assembly, it is pollution-free to water body after dismounting, do forensic science environmental protection.
Description
Technical field
The utility model relates to hydraulic engineering fields, relate generally to a kind of constructing device in small-sized cofferdam, more particularly, to
A kind of works water outlet temporary blocking device.
Background technique
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 generally removed after being finished.Cofferdam height
Higher than the peak level being likely to occur in the construction time.
Cofferdam builds up the earth embankment of trapezoid cross section with mound, and the side slope of upstream face should not be suddenly in 1:2 (vertical horizontal ratio, similarly hereinafter), base
Hole side slope should not usually be filled with dauk suddenly in 1:1.5.Earth cofferdam be only applicable to shallow water, flow velocity slowly and cofferdam bottom
At impervious stratum.To prevent upstream face side slope from being washed away, common slabstone, turf or straw bag banket and go along with sb. to guard him.Producing stone area
Rockfill cofferdam, but outer slope soil layer capping can be also done, with anti-seep water.
With reference to " a kind of pile film cofferdam and its construction method " patent (patent No.: ZL200810116765.6), live in production
It is found during dynamic, this construction method cannot fully meet construction needs, not comprehensively, need two-sided to meet water, build weir, base with water
Bottom is undesirable and finished product engineering is built in weir and is especially apparent.
Utility model content
The utility model provides a kind of works water outlet temporary blocking device, for building weir with water, two-sided meeting water
The scene that water outlet, the drainage of small-sized river, substrate inconvenience are driven piles, solves to need two-sided the problems such as meeting water, its technical solution is as follows
It is described:
A kind of works water outlet temporary blocking device, including horizontal beam, upper longitudinal beam, lower stringer, fore shaft beam, outer steel pipe,
The closure main body and waterproof membrane cloth and sandbag that supporting steel pipe is formed, the horizontal beam is vertical with more lower stringers to be connect, in water
It is provided with fore shaft beam in parallel above flat-topped ridge, the both ends of fore shaft beam are mounted in upper longitudinal beam, and the upper longitudinal beam passes through outer steel
Pipe is connected with lower stringer, supporting steel pipe is provided in the middle part of outer steel pipe, the lower end of the supporting steel pipe is connected with lower stringer
Connect, the outer surface for blocking main body is covered by waterproof membrane cloth, block main body both ends waterproof membrane cloth on using sandbag pressure bottom and
Edge sealing.
The lower stringer from left to right successively includes vertical under stringer and second under the first lower stringer, the 4th lower stringer, third
Beam, the upper longitudinal beam from left to right successively include the first upper longitudinal beam and the second upper longitudinal beam, and first upper longitudinal beam passes through outside first
Steel pipe is connected with the first lower stringer, is provided with the first supporting steel pipe in the middle part of the first outer steel pipe, the first supporting steel pipe it is another
End is connected with stringer under third；Second lower stringer is connected by the second outer steel pipe with the second lower stringer, the second outer steel pipe
Middle part is provided with the second supporting steel pipe, and the other end of the second supporting steel pipe is connected with the 4th lower stringer.
First upper longitudinal beam is connected with third outer steel pipe, and third outer steel pipe is parallel with the second outer steel pipe, and with second
Supporting steel pipe is connected；Second upper longitudinal beam is connected with the 4th outer steel pipe, and the 4th outer steel pipe is parallel with the first outer steel pipe, and
It is connected with the first supporting steel pipe.
First supporting steel pipe and the second supporting steel pipe are connected.
The connection of the horizontal beam and lower stringer, outer steel pipe, supporting steel pipe, the connection of the fore shaft beam and upper longitudinal beam, institute
The connection for stating outer steel pipe and supporting steel pipe, is all fixedly connected using connection fastener.
It is equipped with waterproof membrane cloth bed course between the waterproof membrane cloth and closure main body, the setting of main body two sides is flexible blocking
Waterproof material.
Utilize the method for blocking of above-mentioned works water outlet temporary blocking device, including the following steps:
(1) it is mounted directly closure main body in water outlet, or lifts the closure master to complete after reconnoitring block-up position
Body；
(2) plastic film mulch cloth: allowing film cloth to bubble through the water column, when the longitudinal direction of a block film cloth is suitable for reading be completely fixed after, first by upstream
Film cloth be pressed onto river bed accurate location, film cloth is completed using streaming potential pressure moment, referred to as " plastic film mulch against the current "；In a block film
After cloth is completed, bag pressing is carried out in time, and previous process is repeated in the case where guaranteeing that the lap of splice requires and is laid with next block film cloth, film
The lap of splice of cloth is usually not less than 3.0m；
(3) it presses sandbag: pressure bottom, edge sealing is carried out to film cloth using sand pocket, the vertical seam of overlap joint that film cloth is set using hanging bag pressure；
(4) drain concora crush: after film cloth installs, back side is drained, and draining will keep as far as possible the two sides water surface to synchronize
Even decline keeps pressure balance；During water surface decline, horizontal beam, film cloth bed course are reinforced from top to bottom；If there is exception,
Then stop arranging precipitation；
(5) periodic observation is displaced: stationary monitoring point being arranged at the top of plugging structure, whether is the displacement of periodic monitoring plugging structure
In controlled range；
(6) it removes: after terminating to block, being removed, main material can be saved and be recycled.
Further, in step (1), being mounted directly the step of blocking main body in water outlet includes:
1) substrate is cleared up: will implement position mud before installation, sundries is cleaned out, and guarantees the smooth foreign of substrate；
2) bottom water flat-topped ridge is installed: being spaced apart horizontal beam along block-up position angle, and is vertically bound the steel of lower stringer
Pipe is fixed；
3) two-way diagonal brace is set up: by outer steel pipe fastener fixing on horizontal gird, crossover sites are bound with fastener, diagonal brace
Length determine the height of final close measure, so the outer steel pipe of two-way diagonal brace is used equal length, equal angular, with true
Uniform force is protected, in the biggish situation of water-head, by the deeper side appropriate adjustment angle of water level；
4) fore shaft beam is bound: the outer steel pipe of diagonal brace and fore shaft beam are bound to the knot for securely completing to block main body using fastener
Structure；
5) film cloth bed course is installed: bed course uses the larger bamboo slab rubber of intensity, in installation process, guarantee that the surface of bed course is smooth,
Without spine, without protrusion, avoid damaging film cloth.
Further, in step (1), the step of lifting the closure main body to complete after reconnoitring block-up position, includes:
1) reconnoitre block-up position: prospecting needs the actual conditions of block-up position, and confirmation blocks width and is accurate to centimetre；
2) substrate is cleared up: will implement position mud before installation, sundries is cleaned out, and guarantees the smooth foreign of substrate；
3) production blocks main structure: according to the data of the inspection of the scene of a crime, production blocks main structure near block-up position；
4) it lifts: the closure main structure made is lifted using truck crane to block-up position.
The utility model is according to the actual demand of construction site, on the basis of pile film cofferdam, it is ensured that band water builds weir, no
Need to drive piles stable cofferdam, and meets two-sided the needs of meeting water, at low cost, and the main material of selection can recycle, speed of application
Fastly, high-efficient, it is convenient for disassembly and assembly, it is pollution-free to water body after dismounting, do forensic science environmental protection.
It has the following characteristics that
1, it from surely, does not need to drive piles, two-way water-resistant is convenient for disassembly and assembly.
2, existing component can not be destroyed to block water.
3, compare pile film cofferdam, and the utility model does not need to drive piles, and construction is more convenient, and weir can be built with water, also can be assembled
It is lifted after the completion.
4, material environmental protection, does not pollute water body, main material can recycle.
Detailed description of the invention
Fig. 1 is the main view of the works water outlet temporary blocking device；
Fig. 2 is the top view of the works water outlet temporary blocking device；
Fig. 3 is the flow chart of the works water outlet temporary plugging method.
Specific embodiment
As depicted in figs. 1 and 2, the works water outlet temporary blocking device, including horizontal beam 1, stringer 2, fore shaft beam
4, the closure main body and waterproof membrane cloth 6 and sandbag 7 that outer steel pipe, supporting steel pipe are formed, stringer 2 divide for upper longitudinal beam and lower stringer,
More lower stringers are installed between two horizontal beams 1, fore shaft beam 4 in parallel are provided with above horizontal beam 1, in conjunction with steel pipe
3, fore shaft beam 4 and horizontal beam 1 form trapezoidal closure main structure, and steel pipe 3 includes outer steel pipe and supporting steel pipe.
The lower stringer 2 from left to right successively includes stringer 23 and the under the first lower stringer 21, the 4th lower stringer 24, third
Two lower stringers 22, the upper longitudinal beam from left to right successively include the first upper longitudinal beam 25 and the second upper longitudinal beam 26, the both ends of fore shaft beam 4
It is separately mounted in the first upper longitudinal beam 25 and the second upper longitudinal beam 26.
First upper longitudinal beam 25 is connected by the first outer steel pipe 311 with stringer 21 under first, the first outer steel pipe 311
Middle part is provided with the first supporting steel pipe 33, and the other end of the first supporting steel pipe 33 is connected with stringer 23 under third；Second is lower vertical
Beam 26 is connected by the second outer steel pipe 321 with stringer 22 under second, and the middle part of the second outer steel pipe 321 is provided with the second supporting steel
Pipe 34, the other end of the second supporting steel pipe 34 are connected with the 4th lower stringer 24.
First upper longitudinal beam 25 is connected with third outer steel pipe 322, and third outer steel pipe 322 and the second outer steel pipe 321 are flat
Row, and be connected with the second supporting steel pipe 34；Second upper longitudinal beam 26 is connected with the 4th outer steel pipe 312, the 4th outer steel pipe
312 is parallel with the first outer steel pipe 311, and is connected with the first supporting steel pipe 33.First supporting steel pipe 33 and the second support
Steel pipe 34 is connected.It is found that the first combination 31 that the first outer steel pipe 311 and the 4th outer steel pipe 312 are formed in figure, with the second outer steel
The second combination 32 that pipe 321 and third outer steel pipe 322 are formed, forms the major architectural for blocking main structure.
As needed, third outer steel pipe 322 and the 4th outer steel pipe 312 can also be fixedly connected.
The connection of the horizontal beam and lower stringer, outer steel pipe, supporting steel pipe, the connection of the fore shaft beam and upper longitudinal beam, institute
The connection of outer steel pipe and supporting steel pipe is stated, is all fixedly connected using connection fastener 5.
It is equipped with waterproof membrane cloth bed course between the waterproof membrane cloth 6 and closure main body, is provided in closure main body two sides soft
Property waterproof material 8.
As shown in figure 3, the utility model relates to method construction the following steps are included: cleaning substrate → bottom water flat-topped ridge peace
Dress → two-way diagonal brace is set up, and → fore shaft beam binding → film cloth bed course installation → plastic film mulch cloth → pressure sandbag → draining concora crush → is periodically seen
Displacement → dismounting.If block-up position inconvenience is installed, can be assembled to template bed course step, lifting to closure site.
The cleaning of 2.1 substrates: will implement position mud before installation, sundries is cleaned out, and guarantee the smooth foreign of substrate.
The installation of 2.2 bottom water flat-topped ridges: along block-up position angle, by horizontal beam interval, (spacing distance is true according to actual needs
Recognize, deep situation of paddling can encrypt, and shallow situation can suitably reduce horizontal beam) it places.And vertically binding steel pipe is fixed.
2.3 two-way diagonal braces are set up: by steel pipe fastener fixing on horizontal gird, crossover sites are bound with fastener, diagonal brace
Length determine the height of final close measure, so two-way diagonal brace is used equal length, equal angular, to ensure that stress is equal
It is even.It, can be by the deeper side of water level, appropriate adjustment angle in the biggish situation of water-head.
The binding of 2.4 fore shaft beams: diagonal brace and fore shaft beam are bound securely using fastener.So far step is completed, close measure
Main structure is completed.
The installation of 2.5 film cloth bed courses: bed course uses the larger bamboo slab rubber of intensity, in installation process, guarantee that the surface of bed course is smooth,
Without spine, without protrusion, avoid damaging film cloth.
2.6 plastic film mulch cloth: film cloth is allowed to bubble through the water column；When the longitudinal direction of a block film cloth is suitable for reading be completely fixed after, first by upstream
Film cloth be pressed onto river bed accurate location, film cloth is completed using streaming potential pressure moment, referred to as " plastic film mulch against the current "；One block film cloth
After completing, bag pressing is carried out in time, and previous process is repeated in the case where guaranteeing that the lap of splice requires and is laid with next block film cloth, film cloth
The lap of splice be usually not less than 3.0m.
2.7 pressure sandbags: carrying out pressure bottom, edge sealing to film cloth using sand pocket, the vertical seam of overlap joint for setting film cloth using hanging bag pressure.
2.8 draining concora crush: after film cloth installs, back side is drained, and draining will keep as far as possible the two sides water surface to synchronize
Even decline keeps pressure balance.During water surface decline, horizontal beam, film cloth bed course are reinforced from top to bottom.If there is exception,
Then stop arranging precipitation.
2.9 periodic observations displacement: stationary monitoring point is set at the top of plugging structure, and whether is the displacement of periodic monitoring plugging structure
In controlled range.
2.10 remove: after terminating to block, being removed, can save main material and recycle.
Either production lifts utility model: prospecting block-up position → cleaning substrate → production close measure structure → lifting
→ plastic film mulch cloth → pressure sandbag → draining concora crush → periodic observation displacement → dismounting.
3.1 prospecting block-up positions: prospecting needs the actual conditions of block-up position, and confirmation blocks width and is accurate to centimetre.
The cleaning of 3.2 substrates: will implement position mud before installation, sundries is cleaned out, and guarantee the smooth foreign of substrate.
3.3 production close measure structures: according to the data of the inspection of the scene of a crime, plugging structure is made near block-up position to film
Cloth substrate step (refers to above-mentioned construction and installation utility model).
3.4 liftings: the plugging structure made is lifted using truck crane to block-up position, this process should indirect labor
Compounding practice avoids destroying spout member during lifting.
3.5 plastic film mulch cloth: film cloth is allowed to bubble through the water column；When the longitudinal direction of a block film cloth is suitable for reading be completely fixed after, first by upstream
Film cloth be pressed onto river bed accurate location, film cloth is completed using streaming potential pressure moment, referred to as " plastic film mulch against the current "；One block film cloth
After completing, bag pressing is carried out in time, and previous process is repeated in the case where guaranteeing that the lap of splice requires and is laid with next block film cloth, film cloth
The lap of splice be usually not less than 3.0m.
3.6 pressure sandbags: carrying out pressure bottom, edge sealing to film cloth using sand pocket, the vertical seam of overlap joint for setting film cloth using hanging bag pressure.
3.7 draining concora crush: after film cloth installs, back side is drained, and draining will keep as far as possible the two sides water surface to synchronize
Even decline keeps pressure balance.During water surface decline, horizontal beam, film cloth bed course are reinforced from top to bottom.If there is exception,
Then stop arranging precipitation.
3.8 periodic observations displacement: stationary monitoring point is set at the top of plugging structure, and whether is the displacement of periodic monitoring plugging structure
In controlled range.
3.9 remove: after terminating to block, being removed, can save main material and recycle.
This utility model will not destroy existing component, and flexible waterstop sealing item needs can be used according to scene to be made
With, therefore there is no embodiment in structural schematic diagram, it is more thorough to the effect of protection, the closure of existing component after use.
In specific embodiment, such as west side water outlet implements this utility model in western suburb sandstone is cheated, due to the water outlet
Water quality is not achieved western suburb sandstone and cheats the water quality requirement that the interior south water to north supplies water, and needs to set up Temporary Cofferdam at drain port, wait go out
It is emitted into again after mouth of a river purification of water quality is up to standard in western suburb sandstone hole.Such situation cannot destroy existing outlet structure, cannot be dirty
Contaminate water quality, it is also necessary to dismounting rapidly, so carrying out in-depth improvement on the basis of pile film cofferdam.
The utility model is suitable for 5 meters of depth of water closure environment below, and the depth of water is more than 5 meters or two sides water-head is more than 5 meters
It is easy to cause the unstable phenomenon of structure.
The material that the utility model is selected can all recycle, and to water nonpollution.
The utility model is mainly applicable to existing structure water outlet temporary plugging, anti-seepage flow measure, with stake film
Cofferdam is different, and the utility model does not need to drive piles, and can avoid destroying substrate, dismounting is more quick, to water nonpollution.With it is existing
Pile film cofferdam bound form it is different, the utility model diagonal brace by whole trapezium structure be divided into several triangles, be added it is soft
Property sealing rod, more have stability and anti-permeability performance；It can be mounted directly, can also be made near block-up position in block-up position
It lifts.
There are two this close measure compression face is inclined surface, hydraulic pressure is strong: (1) lateral hydraulic pressure P1=water density * depth of water * g*
The self gravity P2=water density * depth of water * g*cosA of sinA (2) water；The wherein inclination angle on the inclined-plane A.(1) the sum of+(2) multiplied by by
Power area S is exactly the pressure that structure is subject to.
It can be seen that the depth of water and two-way depth of water height difference be influence structural stability will be because.The work generated by two sides depth of water difference
Firmly, it should control and be less than in close measure self weight range.Steel tube lapping select fastener overlap joint, horizontal direction lap-joint should be staggered to
Few 500mm.The critical load of steel pipe is 7.5KN/ ㎡, significantly larger than application range.The 3rd article of content in design A, can fill
Fission reveals design bright spot.
Claims (6)
1. a kind of works water outlet temporary blocking device, it is characterised in that: including horizontal beam, upper longitudinal beam, lower stringer, fore shaft
The closure main body and waterproof membrane cloth and sandbag that beam, outer steel pipe, supporting steel pipe are formed, the horizontal beam hang down with more lower stringers
It is direct-connected to connect, fore shaft beam in parallel is provided with above horizontal beam, the both ends of fore shaft beam are mounted in upper longitudinal beam, described vertical
Beam is connected by outer steel pipe with lower stringer, is provided with supporting steel pipe in the middle part of outer steel pipe, the lower end of the supporting steel pipe with
Lower stringer is connected, and the outer surface for blocking main body is covered by waterproof membrane cloth, uses on the waterproof membrane cloth for blocking main body both ends
Sandbag presses bottom and edge sealing.
2. works water outlet temporary blocking device according to claim 1, it is characterised in that: the lower stringer from a left side to
Right successively includes stringer and the second lower stringer under the first lower stringer, the 4th lower stringer, third, and the upper longitudinal beam is from left to right successively
Including the first upper longitudinal beam and the second upper longitudinal beam, first upper longitudinal beam is connected by the first outer steel pipe with the first lower stringer, the
The first supporting steel pipe is provided in the middle part of one outer steel pipe, the other end of the first supporting steel pipe is connected with stringer under third；Second
Lower stringer is connected by the second outer steel pipe with the second lower stringer, and the second supporting steel pipe is provided in the middle part of the second outer steel pipe, the
The other end of two supporting steel pipes is connected with the 4th lower stringer.
3. works water outlet temporary blocking device according to claim 2, it is characterised in that: first upper longitudinal beam with
Third outer steel pipe is connected, and third outer steel pipe is parallel with the second outer steel pipe, and is connected with the second supporting steel pipe；On described second
Stringer is connected with the 4th outer steel pipe, and the 4th outer steel pipe is parallel with the first outer steel pipe, and is connected with the first supporting steel pipe.
4. works water outlet temporary blocking device according to claim 3, it is characterised in that: first supporting steel pipe
It is connected with the second supporting steel pipe.
5. works water outlet temporary blocking device according to claim 1 to 4, it is characterised in that: the horizontal beam
With the connection of lower stringer, outer steel pipe, supporting steel pipe, the connection of the fore shaft beam and upper longitudinal beam, the outer steel pipe and supporting steel pipe
Connection, be all fixedly connected using connection fastener.
6. works water outlet temporary blocking device according to claim 1, it is characterised in that: the waterproof membrane cloth and envelope
It is equipped with waterproof membrane cloth bed course between stifled main body, is provided with flexible waterproof material blocking main body two sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820772583.3U CN208219559U (en) | 2018-05-22 | 2018-05-22 | Works water outlet temporary blocking device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820772583.3U CN208219559U (en) | 2018-05-22 | 2018-05-22 | Works water outlet temporary blocking device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208219559U true CN208219559U (en) | 2018-12-11 |
Family
ID=64509623
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820772583.3U Active CN208219559U (en) | 2018-05-22 | 2018-05-22 | Works water outlet temporary blocking device |
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| Country | Link |
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| CN (1) | CN208219559U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442324A (en) * | 2018-05-22 | 2018-08-24 | 北京翔鲲水务建设有限公司 | Works water outlet temporary blocking device and method for blocking |
-
2018
- 2018-05-22 CN CN201820772583.3U patent/CN208219559U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442324A (en) * | 2018-05-22 | 2018-08-24 | 北京翔鲲水务建设有限公司 | Works water outlet temporary blocking device and method for blocking |
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