CN204662368U - The anti-overflow blocking dam of built-in reinforcing bar - Google Patents

The anti-overflow blocking dam of built-in reinforcing bar Download PDF

Info

Publication number
CN204662368U
CN204662368U CN201520293673.0U CN201520293673U CN204662368U CN 204662368 U CN204662368 U CN 204662368U CN 201520293673 U CN201520293673 U CN 201520293673U CN 204662368 U CN204662368 U CN 204662368U
Authority
CN
China
Prior art keywords
sieve plate
post
flow tube
watertight shutter
reinforcing bar
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 - Fee Related
Application number
CN201520293673.0U
Other languages
Chinese (zh)
Inventor
周勇
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201520293673.0U priority Critical patent/CN204662368U/en
Application granted granted Critical
Publication of CN204662368U publication Critical patent/CN204662368U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Building Environments (AREA)

Abstract

The utility model discloses a kind of anti-overflow blocking dam of built-in reinforcing bar, comprise sieve plate, sieve plate is inverted ladder type structure, and sieve plate soffit is connected with a watertight shutter, is slidably connected between watertight shutter and sieve plate, watertight shutter soffit is connected with a flow tube, flow tube is by being fixedly connected with between clip with watertight shutter, and flow tube is provided with dash post, and dash column bottom extends in flow tube, its top is each passed through watertight shutter and sieve plate extends on sieve plate upper surface lateral surface, and dash post is at least four; The anti-overflow blocking dam of this built-in reinforcing bar can better play overflow effect, there is good wind resistance effect, the excessive blocking dam that causes of wind-force is avoided to go wrong, and can carry out spacing to it, fixing quantity can be carried out to the water in gate simultaneously, be construct and forever run the multipurpose dam structure combining and utilize, be easy to construction, stable performance, can reduce consumption.

Description

The anti-overflow blocking dam of built-in reinforcing bar
Technical field
The utility model relates to a kind of blocking dam, particularly a kind of anti-overflow blocking dam of built-in reinforcing bar.
Background technology
In Hydraulic and Hydro-Power Engineering is built, especially when high-mountain gorge areas builds Hydraulic and Hydro-Power Engineering, coombe or the small rivers of usual utilizing works periphery arrange slag field, but arrange that slag field need to liquidate gully mud-rock flow and ditch-water takes engineering treatment.Because most of coombe ditch bed is comparatively steep, two sides landform is steep, does not possess the orographic condition of excavation open channel or layout earial drainage open channel, and adopts the engineering measure of blocking dam pushing off the slag, the forced landing of reduction raceway groove.Blocking dam is adopted generally just to need blocking dam self structure to want firmly, stable usability be reached, not so not only do not have the effect of blocking, but also easily occur overflow phenomena, and import to be easily by silting, cause soil erosion phenomenon.
Summary of the invention
The technical problems to be solved in the utility model is: overcome the problems referred to above, provides one can better play overflow effect, has good wind resistance effect, avoids the anti-overflow blocking dam of the excessive built-in reinforcing bar causing blocking dam to go wrong of wind-force.
To achieve these goals, the technical solution adopted in the utility model is such: the anti-overflow blocking dam of built-in reinforcing bar of the present utility model, comprise sieve plate, sieve plate is inverted ladder type structure, sieve plate soffit is connected with a watertight shutter, be slidably connected between watertight shutter and sieve plate, watertight shutter soffit is connected with a flow tube, flow tube is by being fixedly connected with between clip with watertight shutter, flow tube is provided with dash post, dash column bottom extends in flow tube, its top is each passed through watertight shutter and sieve plate extends on sieve plate upper surface lateral surface, dash post is at least four, and be connected with reinforcing rib between dash post between two, flow tube soffit embeds and is arranged in an overfall dam, one windproof post is vertically installed in overfall dam, windproof column top is fixed on flow tube, be fixed on overfall dam inner bottom surface bottom it, windproof post has through hole, windproof post is laterally provided with a limiting plate, limiting plate two ends are connected with overfall dam by fixation clamp, and the corresponding windproof post junction of limiting plate has the through hole mated with windproof post size.
Further, as a kind of concrete form of structure, between sieve plate described in the utility model and watertight shutter, form trapezoidal-structure, and sieve plate width is greater than watertight shutter width.
Further, as a kind of concrete form of structure, flow tube described in the utility model adopts stainless steel tube material to make.
Further, as a kind of concrete form of structure, the built-in reinforcing bar of dash post described in the utility model, steel bar vertical is arranged in dash post, and fixing between reinforcing bar and dash post.
Further, as a kind of concrete form of structure, dash column diameter described in the utility model is at least two centimetres.
Further, as a kind of concrete form of structure, overfall dam height described in the utility model between five to ten centimetres, and overfall dam inwall is coated with cement mortar screeding layer.
Further, as a kind of concrete form of structure, windproof post surface described in the utility model is provided with verge board, and verge board is hinged on windproof post, and verge board has gravity vent.
Further, as a kind of concrete form of structure, between limiting plate described in the utility model and windproof post, also fastener is installed.
Compared with prior art, the utility model has the advantage of: the anti-overflow blocking dam of this built-in reinforcing bar can better play overflow effect, there is good wind resistance effect, avoid the excessive blocking dam that causes of wind-force to go wrong, and can carry out spacing to it, fixing quantity can be carried out to the water in gate simultaneously, construct and forever run the multipurpose dam structure combining and utilize, be easy to construction, stable performance, can reduce consumption.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure: 1. sieve plate; 2. watertight shutter; 3. flow tube; 4. dash post; 5. overfall dam; 6. windproof post; 7. limiting plate.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The preferred embodiment of the anti-overflow blocking dam of the built-in reinforcing bar of the utility model as shown in Figure 1, comprise sieve plate 1, sieve plate 1 is in inverted ladder type structure, sieve plate 1 soffit is connected with a watertight shutter 2, be slidably connected between watertight shutter 2 and sieve plate 1, watertight shutter 2 soffit is connected with a flow tube 3, flow tube 3 is by being fixedly connected with between clip with watertight shutter 2, flow tube 3 is provided with dash post 4, extend in flow tube 3 bottom dash post 4, its top is each passed through watertight shutter 2 and sieve plate 1 extends on sieve plate 1 upper surface lateral surface, dash post 4 is at least four, and be connected with reinforcing rib between dash post 4 between two, flow tube 3 soffit embeds and is arranged in an overfall dam 5, one windproof post 6 is vertically installed in overfall dam 5, windproof post 6 top is fixed on flow tube 3, be fixed on overfall dam 5 inner bottom surface bottom it, windproof post 6 has through hole, windproof post 6 is laterally provided with a limiting plate 7, limiting plate 7 two ends are connected with overfall dam 5 by fixation clamp, and corresponding windproof post 6 junction of limiting plate 7 has the through hole mated with windproof post 6 size, trapezoidal-structure is formed between described sieve plate 1 and watertight shutter 2, and sieve plate 1 width is greater than watertight shutter 2 width, described flow tube 5 adopts stainless steel tube material to make, the built-in reinforcing bar of described dash post 4, steel bar vertical is arranged in dash post 4, and it is fixing between reinforcing bar and dash post 4, described dash post 4 diameter is at least two centimetres, described overfall dam 5 height is between five to ten centimetres, and overfall dam 5 inwall is coated with cement mortar screeding layer, described windproof post 6 surface is provided with verge board, verge board is hinged on windproof post 6, and verge board has gravity vent, also fastener is installed between described limiting plate 7 and windproof post 6.
The anti-overflow blocking dam of built-in reinforcing bar of the present utility model can better play overflow effect, there is good wind resistance effect, the excessive blocking dam that causes of wind-force is avoided to go wrong, and can carry out spacing to it, fixing quantity can be carried out to the water in gate simultaneously, be construct and forever run the multipurpose dam structure combining and utilize, be easy to construction, stable performance, can reduce consumption.Form trapezoidal-structure between described sieve plate 1 and watertight shutter 2, and sieve plate 1 width is greater than watertight shutter 2 width, enhances functional performance; Described flow tube 5 adopts stainless steel tube material to make, flow tube 5 longer service life; The built-in reinforcing bar of described dash post 4, steel bar vertical is arranged in dash post 4, and fixing between reinforcing bar and dash post 4, and described dash post 4 diameter is at least two centimetres, dash better effects if, is not vulnerable to the impact of current; Described overfall dam 5 height between five to ten centimetres, and overfall dam 5 inwall is coated with cement mortar screeding layer, and avoid occurring overflow phenomena, overfall dam 5 self structure is extremely strong; Described windproof post 6 surface is provided with verge board, and verge board is hinged on windproof post 6, and verge board has gravity vent, the design of verge board, makes it can also play the effect of keeping out the wind further; Also fastener is installed between described limiting plate 7 and windproof post 6, can be fixed together between limiting plate 7 and windproof post 6.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this utility model technological thought, can carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.

Claims (5)

1. the anti-overflow blocking dam of a built-in reinforcing bar, comprise sieve plate, sieve plate is inverted ladder type structure, it is characterized in that: sieve plate soffit is connected with a watertight shutter, be slidably connected between watertight shutter and sieve plate, watertight shutter soffit is connected with a flow tube, flow tube is by being fixedly connected with between clip with watertight shutter, flow tube is provided with dash post, dash column bottom extends in flow tube, its top is each passed through watertight shutter and sieve plate extends on sieve plate upper surface lateral surface, dash post is at least four, and be connected with reinforcing rib between dash post between two, flow tube soffit embeds and is arranged in an overfall dam, one windproof post is vertically installed in overfall dam, windproof column top is fixed on flow tube, be fixed on overfall dam inner bottom surface bottom it, windproof post has through hole, windproof post is laterally provided with a limiting plate, limiting plate two ends are connected with overfall dam by fixation clamp, and the corresponding windproof post junction of limiting plate has the through hole mated with windproof post size,
The built-in reinforcing bar of described dash post, steel bar vertical is arranged in dash post, and fixing between reinforcing bar and dash post.
2. the anti-overflow blocking dam of built-in reinforcing bar according to claim 1, it is characterized in that: form trapezoidal-structure between described sieve plate and watertight shutter, and sieve plate width is greater than watertight shutter width.
3. the anti-overflow blocking dam of built-in reinforcing bar according to claim 1, is characterized in that: described flow tube adopts stainless steel tube material to make.
4. the anti-overflow blocking dam of built-in reinforcing bar according to claim 1, is characterized in that: described dash column diameter is at least two centimetres.
5. the anti-overflow blocking dam of built-in reinforcing bar according to claim 1, is characterized in that: described overfall dam height between five to ten centimetres, and overfall dam inwall is coated with cement mortar screeding layer.
CN201520293673.0U 2015-05-08 2015-05-08 The anti-overflow blocking dam of built-in reinforcing bar Expired - Fee Related CN204662368U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520293673.0U CN204662368U (en) 2015-05-08 2015-05-08 The anti-overflow blocking dam of built-in reinforcing bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520293673.0U CN204662368U (en) 2015-05-08 2015-05-08 The anti-overflow blocking dam of built-in reinforcing bar

Publications (1)

Publication Number Publication Date
CN204662368U true CN204662368U (en) 2015-09-23

Family

ID=54132769

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520293673.0U Expired - Fee Related CN204662368U (en) 2015-05-08 2015-05-08 The anti-overflow blocking dam of built-in reinforcing bar

Country Status (1)

Country Link
CN (1) CN204662368U (en)

Similar Documents

Publication Publication Date Title
CN205529748U (en) Concrete brick that permeates water with cooling function
CN204662366U (en) Be provided with the Simple anti-overflow stream blocking dam of verge board
CN206360055U (en) Di Ku tops H types gutter
CN203530926U (en) Slope protection structure for water conservancy project
CN204662368U (en) The anti-overflow blocking dam of built-in reinforcing bar
CN204662371U (en) Anti-overflow blocking dam
CN204662367U (en) Be provided with the anti-overflow blocking dam of rinforcement bar
CN203373703U (en) River channel water fetching structure
CN204825798U (en) Anti -overflow flows flow blocking dam
CN204825800U (en) Anti -wind anti -overflow flows flow blocking dam
CN209538128U (en) A kind of dam structure promoted for reservoir landscape
CN204825799U (en) Simple and easy anti -overflow flows flow blocking dam with built -in reinforcing bar
CN205822232U (en) A kind of Xia Tingchen institute retaining wall node
CN204163057U (en) A kind of for the blocking dam in mud-rock flow
CN203795388U (en) Mixed earth dam and gravity dam arrangement structure
CN206902664U (en) A kind of hydraulic engineering ecological protection slope based on multilayer proofing structure
CN203066040U (en) Overflow groove flood-discharge device
CN211228538U (en) Reinforced structure of road side slope
CN210049198U (en) Water conservancy slope protection brick of water conservancy diversion formula
CN211228408U (en) Landscape type spillway structure
CN210151667U (en) A seepage prevention structure for city river course
CN204919599U (en) Hydraulic engineering retaining wall with powerful stiffener
CN208280103U (en) Flow to changeable type gutter
CN207244678U (en) A kind of house aproll structure
CN205636673U (en) A sluicing core wall for between hydro junction factory dam

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150923

Termination date: 20160508