CN204151739U - Packaged type is guide wall under water - Google Patents
Packaged type is guide wall under water Download PDFInfo
- Publication number
- CN204151739U CN204151739U CN201420541414.0U CN201420541414U CN204151739U CN 204151739 U CN204151739 U CN 204151739U CN 201420541414 U CN201420541414 U CN 201420541414U CN 204151739 U CN204151739 U CN 204151739U
- Authority
- CN
- China
- Prior art keywords
- guide wall
- packaged type
- grade beam
- under water
- concrete
- 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.)
- Expired - Lifetime
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 42
- 239000004567 concrete Substances 0.000 claims abstract description 45
- 238000010276 construction Methods 0.000 claims abstract description 14
- 239000000725 suspension Substances 0.000 claims description 5
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 230000010485 coping Effects 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 239000010935 stainless steel Substances 0.000 claims 1
- 238000005516 engineering process Methods 0.000 abstract description 6
- 238000012423 maintenance Methods 0.000 abstract description 5
- 230000008859 change Effects 0.000 abstract description 4
- 238000012876 topography Methods 0.000 abstract description 4
- 238000007667 floating Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 241000195493 Cryptophyta Species 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 230000005587 bubbling Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
- 229920000620 organic polymer Polymers 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 238000009491 slugging Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model discloses a kind of packaged type guide wall under water, this guide wall is made up of concrete guide wall, grade beam, rubber guide wall and ball float four part.Wherein, be fixedly connected with grade beam bottom described concrete guide wall; Connected by rubber guide wall between described concrete guide wall; Described concrete guide wall and described grade beam are prefabricated units; Described concrete guide wall and described grade beam to link into an integrated entity after structure sinking in water.It is comparatively simple that the utility model packaged type guide wall has construction technology, and not fragile under strong wind, billow environment, the construction period is short, is applicable to the different water depth that underwater topography is mild, invests lower, and be applicable to long distance and arrange, it is convenient to change, and is convenient to the features such as maintenance.
Description
Technical field
The utility model relates to a kind of guide wall, especially relates to a kind of packaged type guide wall under water.
Background technology
The guide wall product of current application mainly contains following a few class:
(1) cast-in-situ steel reinforced concrete form.Be mainly used in the water treatment buildings such as all kinds of ponds body, oxidation ditch, in order to reduce head loss and bend alluvial.This type of guide wall difficulty of construction is large, and cost is high, is only not more than in the water treatment building of 30m for all kinds of ponds body length.
(2) reinforced concrete sheet pile form.Be made up of sheet pile and cast-in-situ reinforced concrete slab, be mainly used in the waters on a large scale such as lake, reservoir, play the effect guiding flow direction, can be applicable to various depth of water section, but relate to floating piling and concrete placings operation, difficulty of construction is larger, construction period is long, invests larger.
(3) temporary diversion wall.It mainly makees guide wall with organic polymer synthetic materialss such as PVC, and top arranges ball float, and bottom arranges counterweight chain, and casts a pair anchor block at interval of a segment distance and be used for locating it and roughly move towards.The construction of this type of guide wall is simple, and cost is low, and be applicable to long distance and arrange, but application life is shorter, strong wind weather or fragile when having larger floating thing to clash into, frequency of maintenance is high.
Utility model content
The purpose of this utility model is to provide a kind of packaged type guide wall under water, makes it have that build process is simple, the construction period is short, replacing is convenient, be convenient to the features such as maintenance.
For solving the problems of the technologies described above, a kind of packaged type of the utility model guide wall under water, this packaged type under water guide wall is made up of concrete guide wall, grade beam, rubber guide wall and ball float four part.Wherein, be fixedly connected with grade beam bottom described concrete guide wall; Connected by rubber guide wall between described concrete guide wall; Described concrete guide wall and described grade beam are prefabricated units; Described concrete guide wall and described grade beam link into an integrated entity after structure can play its guide functions in sinking to water.
Described concrete guide wall suspension column and grade beam junction are all provided with built-in fitting, between can be welded to connect.
Described concrete guide wall arrangement interval is 3-4m, and middle vacant position adopts rubber guide wall.
Accept joint by plug-in type between described concrete guide wall with described rubber guide wall to be connected.
Described ball float is connected with described concrete water conservancy diversion coping.
Described ball float is connected with the pre-buried suspension ring at concrete guide wall top by stainless steel wire rope.
Described concrete guide wall and described grade beam all adopt C25 concrete prefabricated.
It is comparatively simple that the utility model packaged type guide wall has construction technology, and not fragile under strong wind, billow environment, the construction period is short, be applicable to the different water depth that underwater topography is mild, invest lower, be applicable to long distance and arrange, it is convenient to change, be convenient to the features such as maintenance, in addition, when water level generation great variety, handling extremely depth of water region can be suitable for one by one, there is mobility, compensate for the shortcoming of existing several form guide wall.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Above-mentioned is only the general introduction of technical solutions of the utility model, and in order to better understand the utility model, below in conjunction with accompanying drawing and detailed description of the invention, the utility model is described in further detail.
Fig. 1 is the utility model packaged type guide wall structural representation under water.
Fig. 2 is the facade assembling drawing of the utility model packaged type guide wall under water.
Detailed description of the invention
As depicted in figs. 1 and 2, a kind of packaged type of the utility model guide wall under water, comprise concrete guide wall 5, grade beam 1, rubber guide wall 2 and ball float 3, wherein, be fixedly connected with grade beam 1 bottom concrete guide wall 5, connected by rubber guide wall 2 between concrete guide wall 5, concrete guide wall 5 and grade beam 1 are prefabricated units, and concrete guide wall 5 and grade beam 1 to link into an integrated entity after structure sinking in water.Concretely, concrete guide wall 5 and grade beam 1 are C25 concrete prefabricated element, time prefabricated, built-in fitting is set at its connecting portion, scene is transported to before installation, by at the bottom of concrete water conservancy diversion wall column with the integrally welded structure of embedded part 6 of grade beam, and after ball float is installed at two ends, concrete guide wall 5 top, then carrying out sinking, bottom grade beam, a part of sinking enters in the mud in water.
Rubber guide wall 2 adopts flexible rubber guide wall, concrete guide wall 5 is at interval of 3-4m sinking one Pin, middle vacant position is connected with accepting joint 7 by plug-in type between rubber guide wall 2 with concrete guide wall 5, thus, rubber guide wall 2 and concrete guide wall 5 form continuous print packaged type guide wall, play the guide functions of guide wall.When SEA LEVEL VARIATION is larger, after flexible rubber guide wall can being removed piecemeal, by this packaged type guide wall handling to suitable depth of water region, continue to play its guide functions.
Wherein, the ball float of the utility model packaged type guide wall is connected by the suspension ring that stainless steel wire rope 4 is pre-buried with concrete guide wall 5 top.Rubber guide wall 2 is processed according to construction requirement sizing by high-molecular organic materials such as PVC.Ball float 3 is conventional foam ball float waterborne or plastic floating ball, on bubbling through the water column.
Packaged type guide wall of the present utility model is mainly used in the guiding of the water (flow) direction of slough, all kinds of waters such as lake, reservoir, to strengthen water body flow, stops nitrogen, phosphorus delay and deposition, keeps water quality, reduce algae and water pollution etc.Also can be arranged in Turning regions, part navigation channel, channel accretion situation can be reduced.
Packaged type guide wall of the present utility model has the following advantages:
1, concrete guide wall, grade beam are prefabricated units, during construction only need by the bottom of concrete water conservancy diversion wall column with the slugging of grade beam after Liftable, comparatively simply, the construction period is short for construction technology;
2, the different water depth that underwater topography is mild is applicable to.
3, not fragile, investment is lower, be applicable to long distance and arrange, it is convenient to change, and is convenient to maintenance.
4, there is mobility.
5, warning ball float can be installed in guide wall top, to reach instruction or warning function.This guide wall is 2-3.5m in the depth of water, uses, can play its maximum effect under the water environment that change of Underwater Topography is little.
The above; it is only preferred embodiment of the present utility model; not do any pro forma restriction to the utility model, those skilled in the art utilize the technology contents of above-mentioned announcement to make a little simple modification, equivalent variations or modification, all drop in protection domain of the present utility model.
Claims (7)
1. a packaged type guide wall under water, is characterized in that, this packaged type under water guide wall is made up of concrete guide wall, grade beam, rubber guide wall and ball float four part, wherein, is fixedly connected with bottom described concrete guide wall with grade beam; Connected by rubber guide wall between described concrete guide wall; Described concrete guide wall and described grade beam are precast construction; Described concrete guide wall and described grade beam link into an integrated entity after structure can play its guide functions in sinking to water.
2. packaged type according to claim 1 guide wall under water, is characterized in that, described concrete guide wall suspension column and grade beam junction are all provided with built-in fitting, between can be welded to connect.
3. packaged type according to claim 1 guide wall under water, is characterized in that, described concrete guide wall arrangement interval is 3-4m, and middle vacant position adopts rubber guide wall.
4. packaged type according to claim 1 guide wall under water, is characterized in that, is connected between described concrete guide wall with described rubber guide wall by joint.
5. packaged type according to claim 1 guide wall under water, is characterized in that, described ball float is connected with described concrete water conservancy diversion coping.
6. packaged type according to claim 5 guide wall under water, is characterized in that, described ball float is connected with the pre-buried suspension ring in concrete guide wall top by stainless steel steel wire.
7. packaged type according to claim 1 guide wall under water, is characterized in that, described concrete guide wall and described grade beam all adopt C25 concrete prefabricated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420541414.0U CN204151739U (en) | 2014-09-19 | 2014-09-19 | Packaged type is guide wall under water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420541414.0U CN204151739U (en) | 2014-09-19 | 2014-09-19 | Packaged type is guide wall under water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204151739U true CN204151739U (en) | 2015-02-11 |
Family
ID=52509867
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420541414.0U Expired - Lifetime CN204151739U (en) | 2014-09-19 | 2014-09-19 | Packaged type is guide wall under water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204151739U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863085A (en) * | 2015-04-28 | 2015-08-26 | 成都迅德科技有限公司 | Guide wall adopting steel structure |
| CN105256783A (en) * | 2015-11-03 | 2016-01-20 | 交通运输部天津水运工程科学研究所 | Stacked assembly type guide pier structure |
| CN108330901A (en) * | 2018-04-11 | 2018-07-27 | 安徽理工大学 | A kind of dismountable training wall with floatation unit |
-
2014
- 2014-09-19 CN CN201420541414.0U patent/CN204151739U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863085A (en) * | 2015-04-28 | 2015-08-26 | 成都迅德科技有限公司 | Guide wall adopting steel structure |
| CN105256783A (en) * | 2015-11-03 | 2016-01-20 | 交通运输部天津水运工程科学研究所 | Stacked assembly type guide pier structure |
| CN105256783B (en) * | 2015-11-03 | 2017-03-22 | 交通运输部天津水运工程科学研究所 | Stacked assembly type guide pier structure |
| CN108330901A (en) * | 2018-04-11 | 2018-07-27 | 安徽理工大学 | A kind of dismountable training wall with floatation unit |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20150211 |