CN208151957U - The water conservancy water conservancy diversion embankment structure of protection type - Google Patents

Abstract

The water conservancy water conservancy diversion embankment structure of the utility model offer protection type,Including water-blocking groove,Water bloking piece and inserted block,Position is equipped with a punishment every dam among the river,And river is divided into main stem and water conservancy diversion river two parts by separating dam,The pedestal is mounted on river inner right side position,And base top end face rear end offers dam body fitting groove at three group 12,Base top end face front end offers dictyosome fitting groove at six,And position offers support column fitting groove at 12 among base top end face,The fixed column is cylindrical structure,And fixed column is located at base bottom,Be conducive to be filtered the biggish sundries in the water flow inside river,Water body is set to keep clean,Personnel's normal life is facilitated to use,And because flow-guiding screen is incline structure state,The impurity intercepted can be moved in main stem with inclined end face,Drain with water flow in river,Impurity is avoided to block flow-guiding screen,Water flow is influenced normally to circulate situation.

Description

The water conservancy water conservancy diversion embankment structure of protection type

Technical field

The utility model belongs to the water conservancy water conservancy diversion embankment structure of water conservancy dykes and dams technical field of structures more particularly to protection type.

Background technique

Also referred to as training dike or diversion dam.Smoothly to guide the building of water flow or confinement of flow.There is parallel linear, diffusion Shape and Curved.It is built up with earth and stone material or stone-laying etc..On unstable river, to guarantee irrigation draught, frequently with trraning pole formula Head works, in the fill of irrigating gate lower end, and to river upstream main flow direction extend, can concentrate, beam contracting, smoothly guide water flow into Sluice.As when river is unstable and high concentration of sediment, stable diversion curved formula water intaking head works is formed with trraning pole, and people can be caused Superficial water is imported intake gate and the biggish underflow of silt content is imported scouring sluice, plays water diversion and sand control by work circulation.Setting exists Sluice, the import or export of sand surfing or other over-speed tests, can separate, constrain, smoothly, guidance water flow disengaging, avoid doing Disturb, deposit and protect bank slope or other buildings not to be washed away.Using relatively wide in hydraulic engineering.

Based on above-mentioned, the utility model people discovery, existing similar structures, such as Chinese utility model application patent No. 201310196958.8, the breakwater mentioned, including breakwater levee body, it is characterized in that：The breakwater levee body is by wall stake frame Frame structure constitutes continuous levee body, and the wall pile frame construction is mainly made of precast concrete frame and several prefabricated piles, institute Stating precast concrete frame includes nose girder, linking beam and column, and the nose girder and linking beam constitute box, as described in upper and lower two Box constitutes integral prefabricated concrete frame by column, if being axially arranged with intervention on nose girder before and after the precast concrete frame Stake holes is stayed, runs through several prefabricated piles in the reserved stake holes, the precast concrete frame is placed in prefabricated pile top, described pre- Concrete frame processed and several prefabricated piles are integrally formed breakwater wall pile foundation.

Also for example Chinese utility model application patent 201410443617.0, the dam configuration being previously mentioned, including it is prefabricated Concrete slab, precast slab lower surface are equipped with water proof road, and precast concrete board width is equal with water proof road width, prefabricated mixed Concrete board upper surface is respectively equipped with slide plate and waterstop, and slide plate lower surface is equipped with block water channel, and block water channel and waterstop both pass through pre- Concrete slab processed extends in water proof road, and waterstop is two, and connector, setting at the top of connector are equipped between two waterstops In precast slab lower surface, bottom is arranged on water proof road inner bottom surface, installs respectively between two waterstops and connector Have oblique support plate, oblique support plate tilt angle between 30 degree to 45 degree, oblique support plate respectively with waterstop and connection Part is fixedly connected.

Above-mentioned utility model when in use, can not effectively be handled water flow inside rubbish and silt, and shadow is easy The normal use of Xiangshui County's stream, and when silting is excessive, it is easy to influence water flow circulation situation.

Above-mentioned be previously mentioned No. two utility model, function is more single, water volume flow rate can not be adjusted, to rapid Water flow buffer ability is poor, is easy to cause itself to generate damaged, influences the normal operation of dykes and dams.

Then, in view of this, being studied improvement for existing structure and missing, the water conservancy trraning pole of protection type is provided Structure, to achieve the purpose that with more more practical value.

Utility model content

In order to solve the above-mentioned technical problem, the utility model provides the water conservancy water conservancy diversion embankment structure of protection type, existing to solve It is poor to water flow inside rubbish and silt sedimentation effect, it is easy to influence the normal use of water flow, and when silting is excessive When, it is easy to influence water flow circulation situation；Function is more single, poor to water volume flow rate regulating effect, and to rapid stream Buffer capacity is poor, is easy to cause itself to generate damaged, influences the problem of running well.

The purpose and effect of the water conservancy water conservancy diversion embankment structure of the utility model protection type, are reached by technological means in detail below At：

The water conservancy water conservancy diversion embankment structure of protection type, including river, main stem, water conservancy diversion river, separation dam, pedestal, dam body assembly Slot, pedestal fixation hole, dictyosome fitting groove, support column fitting groove, fixed column, flow-guiding screen, dictyosome top fixing groove, support column, dike Dam, honeycomb duct, water-blocking groove, water bloking piece and inserted block, river centre position is equipped with a punishment every dam, and river passes through separation Dam is divided into main stem and water conservancy diversion river two parts, and the pedestal is mounted on river inner right side position, and behind base top end face End offers dam body fitting groove at three group 12, and base top end face front end offers dictyosome fitting groove at six, and pedestal Position offers support column fitting groove at 12 among top end surface, and the fixed column is cylindrical structure, and fixed column is located at Base bottom, the support column are at six, and support column front end face is mounted on inserted block at one, and support column passes through inserted block peace It is inserted in the dictyosome top fixing groove that flow-guiding screen rear end face is opened up, the dykes and dams are trapezium structure, and dykes and dams are located at water conservancy diversion river Road front end, and water-blocking groove is offered on dykes and dams, the inserted block are at 40, and inserted block is divided into rectangle structure and square is tied Two kinds of structure.

Further, the separation dam tail portion is arc-shaped structure, and separates dam front end and be connected with dykes and dams rear end.

Further, the pan frontward end is step structure, and pan frontward end is to main stem position heeling condition.

Further, pedestal fixation hole at eight is offered on the pedestal, and is fitted with one in every place's pedestal fixation hole Locate fixed column, and column bottom is supported to be inserted in river deeply.

Further, the flow-guiding screen is at five, and five everywhere flow-guiding screen be installed on base top end face, and lead Drift net is heeling condition.

Further, the dykes and dams are at three, and dykes and dams are that heeling condition is placed on base top end face at three, and And dykes and dams are separated with honeycomb duct at two each other at three.

Further, the water bloking piece is at two, and water bloking piece is assigned into respectively in the water-blocking groove that dykes and dams are opened up at two, It and is lock ring structure at the top of water bloking piece.

Further, the support column bottom is equipped with inserted block at two, and column bottom is supported to assign by inserted block at two In the support column fitting groove that pedestal is opened up, the water conservancy diversion sieve bottom is equipped with inserted block at two, and water conservancy diversion sieve bottom passes through at two Inserted block assigns into the dictyosome fitting groove that pedestal is opened up, and the dam base is equipped with inserted block everywhere, and dam base passes through Inserted block assigns into the dam body fitting groove that pedestal is opened up.

Compared with prior art, the utility model has the advantages that：

The setting for separating dam, is conducive to the lane change to the right of water conservancy diversion river, be discharged into water flow can in other water channels or river, convenient Personnel live to irrigate and use, and cooperate the setting of pedestal, because pan frontward end is skewed hierarchic structure, can transport bottom of river channel Dynamic silt is stopped, and is discharged into silt in main stem by inclined end face, is avoided silt from flowing into dykes and dams position, is influenced water flow Normal circulation situation.

The setting of support column and flow-guiding screen is conducive to be filtered the biggish sundries in the water flow inside river, make Water body keeps clean, and personnel's normal life is facilitated to use, and because flow-guiding screen is incline structure state, can be miscellaneous by what is intercepted Matter is moved in main stem with inclined end face, is drained with water flow in river, is avoided impurity from blocking flow-guiding screen, is influenced water flow normal stream Logical situation.

The setting of fixed column is conducive to that bottom of device is fixed, and makes device is stable to stand in river, and match The setting for closing inclination dykes and dams, makes water flow vertical impact change into oblique impact, can reduce water flow to the impact strength of dykes and dams, be promoted The protection effect of dykes and dams.

The setting of inserted block is conducive to make efficiently splice between each component to be integrally formed, and has not only ensured device certainly Body intensity, the difficulty of construction also reduced improve engineering efficiency, and cooperate the use of water bloking piece at two, facilitate personnel to leading Water flow size in fluid stream channel is adjusted, and avoids the excessively high influence normal life use demand of water level.

Detailed description of the invention

Fig. 1 is the structural schematic diagram of the utility model.

Fig. 2 is the utility model partial structure diagram.

Fig. 3 is the structural schematic diagram of the utility model pedestal.

Fig. 4 is the fixed column structural schematic diagram of the utility model.

Fig. 5 is the dam configuration schematic diagram of the utility model.

Fig. 6 is the support column arrangement schematic diagram of the utility model.

Fig. 7 is the flow-guiding screen structural schematic diagram of the utility model.

Fig. 8 is the flow-guiding screen backsight structural representation of the utility model.

In figure：River -1, main stem -101, water conservancy diversion river -102 separate dam -2, pedestal -3, dam body fitting groove -301, bottom Seat fixation hole -302, dictyosome fitting groove -303, support column fitting groove -304, fixed column -4, flow-guiding screen -5, dictyosome top is fixed Slot -501, support column -6, dykes and dams -7, honeycomb duct -701, water-blocking groove -701, water bloking piece -8, inserted block -9.

Specific embodiment

The utility model is described further below in conjunction with attached drawing：

Embodiment：

As shown in attached drawing 1 to attached drawing 8：

The utility model provide protection type water conservancy water conservancy diversion embankment structure, including river 1, main stem 101, water conservancy diversion river 102, Separate dam 2, pedestal 3, dam body fitting groove 301, pedestal fixation hole 302, dictyosome fitting groove 303, support column fitting groove 304, fix Column 4, flow-guiding screen 5, dictyosome top fixing groove 501, support column 6, dykes and dams 7, honeycomb duct 701, water-blocking groove 701, water bloking piece 8 and inserted block 9, the intermediate position in the river 1 is equipped with a punishment every dam 2, and river 1 is divided by separating dam 2 for main stem 101 and water conservancy diversion river 102 two parts of road, the pedestal 3 is mounted on 1 inner right side position of river, and 3 top end surface rear end of pedestal offers three group ten Dam body fitting groove 301 at two, the 3 top end surface front end of pedestal offer dictyosome fitting groove 303 at six, and 3 top end of pedestal Position offers support column fitting groove 304 at 12 among face, and the fixed column 4 is cylindrical structure, and fixed column 4 is located at bottom 3 bottoms of seat, the support column 6 are at six, and 6 front end face of support column is mounted on inserted block 9 at one, and support column 6 is by inserting Block 9 assigns into the dictyosome top fixing groove 501 that 5 rear end face of flow-guiding screen is opened up, and the dykes and dams 7 are trapezium structure, and dykes and dams 7 Positioned at 102 front end of water conservancy diversion river, and water-blocking groove 701 is offered on dykes and dams 7, the inserted block 9 is at 40, and inserted block 9 divides and is Rectangle structure with two kinds of square structure.

Wherein, 2 tail portion of separation dam is arc-shaped structure, and separates 2 front end of dam and be connected with 7 rear end of dykes and dams, specific to make With by 102 lane change of water conservancy diversion river, making water conservancy diversion river 102, side direction flows to the right, so that water flow is introduced other water flow canals by personnel In road.

Wherein, 3 front end of pedestal is step structure, and 3 front end of pedestal be to 101 position heeling condition of main stem, Specific effect, stops 1 bottom sediment of river, silt is made to be discharged into main stem 101 by the inclined end face of 3 front end of pedestal It is interior, it avoids in water conservancy diversion river 102 that accumulation silt is excessive, influences water flow and normally circulate situation.

Wherein, pedestal fixation hole 302 at eight is offered on the pedestal 3, and is fitted in every place's pedestal fixation hole 302 Fixed column 4 at one, and 6 bottom of support column is inserted in deeply in river 1, it is specific to act on, pedestal is fixed, makes pedestal 3 in river It is more firm in road, it avoids water impact intensity excessive, pedestal 3 is caused to shift, influence the whole diversion effect of dykes and dams 7.

Wherein, the flow-guiding screen 5 is at five, and five everywhere flow-guiding screen 5 be installed in 3 top end surface of pedestal, and lead Drift net 5 is heeling condition, specific to act on, and can be filtered to the biggish impurity of water flow, make impurity with the beveled end of flow-guiding screen 5 Face flows into the trunk river of 1 left end of river, avoids impurity from flowing into water conservancy diversion river 102 by dykes and dams 7, causes dirt to water flow Dye, influences water flow and normally uses.

Wherein, the dykes and dams 7 are at three, and dykes and dams 7 are that heeling condition is placed in 3 top end surface of pedestal at three, and And dykes and dams 7 are separated with honeycomb duct 701 at two each other at three, and it is specific to act on, by slant setting dykes and dams 7, flow upstream Water impact to dykes and dams 7 when, water flow tilts to the left, reduces the impact strength of water flow itself, avoids water velocity too fast Dykes and dams 7 are damaged.

Wherein, the water bloking piece 8 is at two, and water bloking piece 8 assigns into the water-blocking groove 701 that dykes and dams 7 are opened up respectively at two It is interior, and be lock ring structure at the top of water bloking piece 8, it is specific to act on, facilitate staff that the size of water flow is adjusted, with Just the water flow in water conservancy diversion river 102 can satisfy the normal use demand of personnel.

Wherein, 6 bottom of support column is equipped with inserted block 9 at two, and 6 bottom of support column passes through inserted block 9 at two and assigns into In the support column fitting groove 304 that pedestal 3 is opened up, 5 bottom of flow-guiding screen is equipped with inserted block 9 at two, and 5 bottom of flow-guiding screen is logical Inserted block 9 at two to be crossed to assign into the dictyosome fitting groove 303 that pedestal 3 is opened up, 7 bottom of dykes and dams is equipped with inserted block 9 everywhere, and 7 bottom of dykes and dams is assigned into the dam body fitting groove 301 that pedestal 3 is opened up by inserted block 9, specific to act on, and passes through modular peace Dress method has not only ensured device self-strength, and the difficulty of construction also reduced improves the progress of engineering entirety.

The specifically used mode and effect of the present embodiment：

Staff will first separate dam 2 and be mounted on the intermediate position in river 1, and river 1 is divided for main stem 101 and water conservancy diversion river Pedestal 3 is then routed to 102 front end of water conservancy diversion river by 102 two parts, after pedestal 3 is laid, by external equipment to river 1 Bear reinforces 3 bottom of pedestal in 4 bottom of the fixed column embedment river 1 at 3 pedestal fixation hole 302 of pedestal, Following construction personnel lifts dykes and dams 7 at three by crane, is mounted in the dam body fitting groove 301 that pedestal 3 is opened up, right Dykes and dams 7 are fixed, and are then separately mounted to support column 6 in the support column fitting groove 304 that dykes and dams 7 are opened up, to support column 6 It is fixed, 5 bottom of flow-guiding screen is inserted perpendicularly into the dictyosome fitting groove 303 that dykes and dams 7 are opened up by last construction personnel, and will be led 5 rear end face of drift net is bonded to each other with 6 front end face of support column, and installment work can be completed；When water flow is flowed into from river 1, pedestal 3 River bottom sediment is stopped, silt inclined end face is made to be discharged into 1 left side of river, flow-guiding screen 5 carries out 1 right side water flow of river Filtering, and the impurity filtered down is discharged into 1 left side of river, keep water body cleaner, then water flow passes through two that dykes and dams 7 are formed Locate honeycomb duct 701, flow into water conservancy diversion river 102, separates dam 2 and curve in water conservancy diversion river 102 to the right, water conservancy diversion river 102 is made to change its course, So that construction personnel's water conservancy diversion river 102 introduces in other water channels, personnel is facilitated to use, when the current in the river is strong, staff can be incited somebody to action Water bloking piece 8 is inserted into honeycomb duct 701, is prevented a large amount of water flows from pouring in water conservancy diversion river 102, is influenced water level balance, heeling condition The biggish water flow of impact force is discharged into main stem 101 by dykes and dams 7 with inclined end face, guarantees the normal operation of dykes and dams 7.

The opening in technical solutions of the utility model using technical solution described in the utility model or those skilled in the art It gives, designs similar technical solution, and reach above-mentioned technical effect, be to fall into the protection scope of the utility model.

Claims (8)

1. the water conservancy water conservancy diversion embankment structure of protection type, it is characterised in that：The water conservancy water conservancy diversion embankment structure of the protection type includes river, main river Road, water conservancy diversion river, separate dam, pedestal, dam body fitting groove, pedestal fixation hole, dictyosome fitting groove, support column fitting groove, fixed column, Flow-guiding screen, dictyosome top fixing groove, support column, dykes and dams, honeycomb duct, water-blocking groove, water bloking piece and inserted block, river centre position One punishment is installed every dam, and river is divided into main stem and water conservancy diversion river two parts by separating dam, the pedestal is mounted on river Road inner right side position, and base top end face rear end offers dam body fitting groove at three group 12, the base top end face Front end offers dictyosome fitting groove at six, and position offers support column fitting groove at 12 among base top end face, described Fixed column is cylindrical structure, and fixed column is located at base bottom, and the support column is at six, and support column front end face is respectively mounted There is inserted block at one, and support column is assigned by inserted block in the dictyosome top fixing groove that flow-guiding screen rear end face is opened up, it is described Dykes and dams are trapezium structure, and dykes and dams are located at water conservancy diversion river front end, and water-blocking groove is offered on dykes and dams, and the inserted block is 40 Place, and inserted block is divided into rectangle structure and two kinds of square structure.

2. the water conservancy water conservancy diversion embankment structure of protection type as described in claim 1, it is characterised in that：The separation dam tail portion is arc-shaped Structure, and separate dam front end and be connected with dykes and dams rear end.

3. the water conservancy water conservancy diversion embankment structure of protection type as described in claim 1, it is characterised in that：The pan frontward end is ladder-like knot Structure, and pan frontward end is to main stem position heeling condition.

4. the water conservancy water conservancy diversion embankment structure of protection type as described in claim 1, it is characterised in that：Bottom at eight is offered on the pedestal Seat fixation hole, and it is fitted with fixed column at one in every place's pedestal fixation hole, and column bottom is supported to be inserted in river deeply.

5. the water conservancy water conservancy diversion embankment structure of protection type as described in claim 1, it is characterised in that：The flow-guiding screen is at five and five Flow-guiding screen is installed on base top end face everywhere, and flow-guiding screen is heeling condition.

6. the water conservancy water conservancy diversion embankment structure of protection type as described in claim 1, it is characterised in that：The dykes and dams are at three, and at three Dykes and dams are that heeling condition is placed on base top end face, and dykes and dams are separated with honeycomb duct at two each other at three.

7. the water conservancy water conservancy diversion embankment structure of protection type as described in claim 1, it is characterised in that：The water bloking piece is at two and two Place's water bloking piece is assigned into respectively in the water-blocking groove that dykes and dams are opened up, and is lock ring structure at the top of water bloking piece.

8. the water conservancy water conservancy diversion embankment structure of protection type as described in claim 1, it is characterised in that：The support column bottom is equipped with two Locate inserted block, and column bottom is supported to assign into the support column fitting groove that pedestal is opened up by inserted block at two, the flow-guiding screen bottom Portion is equipped with inserted block at two, and water conservancy diversion sieve bottom is assigned into the dictyosome fitting groove that pedestal is opened up by inserted block at two, described Dam base is equipped with inserted block everywhere, and dam base is assigned by inserted block in the dam body fitting groove that pedestal is opened up.