CN207812267U - The template of dripping of structures - Google Patents

Abstract

The utility model discloses a kind of templates of dripping of structures, belong to building field, it is desirable to provide a kind of template of dripping of structures, its key points of the technical solution are that：Including being embedded in bridge bottom and two arc PE plates being arranged along bridge length direction, the side of PE plates recess deviates from bridge bottom, and two PE plates are located at the edge on bridge both sides along its length；The utility model has the advantages that：When rainwater flows to bridge bottom along the both sides in bridge length direction, the arc PE plates of bridge bottom can be passed through, since rainwater is not easy to flow to the upper end of recess, to drip under the effect of gravity, and then reduce rainwater and flow to bridge bottom and corrode the possibility of bridge, extend the service life of bridge.

Description

The template of dripping of structures

Technical field

The utility model is related to building field, more particularly to the template of dripping of a kind of structures.

Background technology

Bridge refers generally to be erected in rivers,lakes and seas, the structures for making traffic etc. that can smoothly pass through.It is modern to adapt to The transportation industry of high speed development, bridge be also extended to across mountain stream, unfavorable geology or meet other traffic need and set up make Current more easily building.

With the deterioration of environment, present rainwater has corrosivity mostly, and when raining, rainwater would generally be along bridge along long The both sides in degree direction flow to bridge bottom, and to be usually normal concrete pour into a mould for bridge bottom, therefore are easily invaded by rainwater Erosion, in the course of time, can reduce the service life of bridge.

Utility model content

The purpose of this utility model is to provide a kind of template of dripping of structures, the advantage is that：Reduce the rain on bridge Water droplet flow to the possibility of bridge bottom, to reduce bridge bottom by the possibility of rain erosion, extends the service life of bridge.

The above-mentioned technical purpose of the utility model technical scheme is that：Including being embedded at bridge bottom The side of portion and two arc PE plates being arranged along bridge length direction, the PE plates recess deviates from bridge bottom, described in two PE plates are located at the edge on bridge both sides along its length.

Through the above scheme, when rainwater flows to bridge bottom along the both sides in bridge length direction, bridge bottom can be passed through Arc PE plates, due to the side of PE plates camber and recess deviate from bridge bottom, to rainwater can flow to PE plates recess one Side, at this time rainwater be not easy to the upper end of recess flow and drip under the effect of gravity, flow to bridge to reduce rainwater Beam bottom portion and the possibility for corroding bridge, extend the service life of bridge.

Further, the PE plates are connected with water fender towards one end in the middle part of bridge, and the water fender is to far from bridge Direction extend.

Through the above scheme, it blows when if raining, part rainwater can flow through PE plates and under the action of the forces of the wind towards bridge Flows, water fender can be by this part rainwater barrier outside at this time, and reduction rainwater flow to the possibility of bridge bottom.

Further, side PE plate length direction of the PE backboards from bridge is connected with several water guide columns.

Through the above scheme, when rainwater flows into side of the PE backboards from bridge bottom, part rainwater can be along water guide column It flows down, to which water guide column can play rainwater one shunting function, stormwater overflow is to bridge bottom when reducing excessive rainfall It may.

Further, the water fender is connected with connecting plate, the connecting plate and bridge bottom away from the side of bridge bottom The reinforcing member for reinforcing water fender stability is equipped between portion.

Through the above scheme, when blowing hard, wind-force can generate a thrust to water fender, if this thrust is towards in bridge Portion, then water fender and PE plates can generate an overturning towards one end in the middle part of bridge with PE plates with the inconsistent sideline in bridge bottom Trend, at this time reinforcing member can play a stabilization to water fender, the possibility of water fender overturning is reduced, to improve PE Connective stability between plate and bridge bottom.

Further, the reinforcing member includes the reinforcing plate that several are arranged along water fender length direction, the reinforcing plate One end vertically slide and be connected on water fender, the other end extends to bridge bottom, and the connecting plate is vertically It is threaded with clamping screw, one end of the clamping screw towards bridge bottom offsets with water fender away from the side of bridge It touches.

Through the above scheme, need reinforcement water fender when, operator tightens clamping screw towards bridge bottom, locks at this time Bolt and reinforcing plate are inconsistent and reinforcing plate is pushed to be moved towards bridge bottom, until reinforcing plate towards bridge bottom one end with Bridge bottom is inconsistent.When wind generates one to thrust in the middle part of bridge to water fender, connect respectively with bridge bottom and water fender The reinforcing plate connect can play water fender one supporting role, to reduce the possibility of water fender overturning.

Further, one end of the reinforcing plate towards bridge is bonded with rubber pad, the rubber pad towards bridge one Side is equipped with several elastic salient points.

Through the above scheme, rubber pad have elasticity, therefore it is inconsistent with bridge bottom when, can preferably with bridge bottom Portion is bonded, and reduces the gap between reinforcing plate and bridge bottom.Elastic salient point can then increase between reinforcing plate and bridge bottom Frictional force, reduce reinforcing plate bridge bottom generate displacement possibility.

Further, PE plates upper edge bridge length direction is equipped with several expandable nails stretched into bridge.

Through the above scheme, PE plates are hammered by expandable nail in bridge, strengthen the stable connection between PE plates and bridge Property, reduce the possibility that PE plates fall off from bridge.

Further, side of the PE backboards from bridge is coated with waterproof layer.

Through the above scheme, waterproof layer can effectively reduce the possibility that rainwater is adsorbed on PE plates, to accelerate rainwater It is fallen from PE plates, reduces the possibility that rainwater product is attached on PE plates, improve the drainability of the template of dripping of structures.

To sum up, the utility model has the advantages that：

1, the side of PE plates camber and recess deviates from bridge bottom, and rainwater is not easy to flow to the upper end of recess when passing through PE plates It moves and drips under the effect of gravity, reduce rainwater and flow to bridge bottom and corrode the possibility of bridge, extend bridge Service life；

2, water fender can will by wind to the rainwater barrier in the middle part of bridge outside, that reduces that rainwater flow to bridge bottom can Energy.

Description of the drawings

Fig. 1 is the overall structure diagram of the present embodiment；

Fig. 2 is the structural schematic diagram that the present embodiment is used to embody expandable nail；

Fig. 3 is the structural schematic diagram that the present embodiment is used to embody clamping screw；

Fig. 4 is the enlarged drawing in the portions A in Fig. 3.

In figure, 1, bridge；2, PE plates；3, water fender；4, water guide column；5, connecting plate；6, reinforcing member；61, reinforcing plate；611、 Rubber pad；6111, elastic salient point；62, clamping screw；7, expandable nail；8, waterproof layer.

Specific implementation mode

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

Wherein identical parts are presented with like reference characters.It should be noted that word used in the following description Language "front", "rear", "left", "right", "up" and "down" refer to the direction in attached drawing, word " bottom surface " and " top surface ", "inner" and "outside" refers respectively to the direction towards or away from geometric center of specific component.

A kind of template of dripping of structures, such as Fig. 1, including be embedded in 1 bottom of bridge and be arranged along 1 length direction of bridge Two arc PE plates 2, the side that PE plates 2 are recessed deviate from 1 bottom of bridge, and two PE plates 2 are located at bridge 1 along its length two The edge on side.When pouring into a mould bridge 1, PE plates 2 are just embedded in 1 bottom of bridge by operator when concrete is condensation, to when mixed After solidifying soil condensation, what PE plates 2 were just stablized is bonded in 1 bottom of bridge.

Such as Fig. 2, simultaneously overflow is attached in PE plates 2 to 1 bottom of bridge in order to reduce rainwater product, PE plates 2 deviate from the side of bridge 1 2 length direction of PE plates is connected with several water guide columns 4, and when rainwater flows into side of the PE plates 2 away from 1 bottom of bridge, part rainwater can To be flowed down along water guide column 4, to which water guide column 4 can play rainwater one shunting function.PE plates 2 deviate from the side of bridge 1 Coated with waterproof layer 8（Such as Fig. 3）, waterproof layer 8 can effectively reduce the possibility that rainwater is adsorbed on PE plates 2, to accelerate rain Water is fallen from PE plates 2, reduces the possibility that rainwater product is attached on PE plates 2.

Such as Fig. 3, when blowing hard, wind-force can generate a thrust to water fender 3, if this thrust is kept off towards 1 middle part of bridge Water plate 3 and PE plates 2 can generate an overturning with the inconsistent sideline in 1 bottom of bridge with the one end at PE plates 2 towards 1 middle part of bridge and become Gesture.The reinforcing member 6 for reinforcing 3 stability of water fender is equipped between 1 bottom of connecting plate 5 and bridge, reinforcing member 6 includes being connected to PE plates 2 are towards the water fender 3 of 1 middle part one end of bridge, and water fender 3 is to the direction extension far from bridge 1, and water fender 3 is away from bridge 1 The side of bottom is connected with connecting plate 5, is equipped with reinforcing plate 61 between 1 bottom of water fender 3 and bridge, reinforcing plate 61 be equipped with it is multiple simultaneously It is arranged along 3 length direction of water fender, one end of reinforcing plate 61, which vertically slides, to be connected on water fender 3, and the other end extends To 1 bottom of bridge and it is bonded with rubber pad 611（Such as Fig. 4）, rubber pad 611 is towards the side of bridge 1 equipped with several increasings reinforcement The elastic salient point 6111 of frictional force between 1 bottom of plate 61 and bridge（Such as Fig. 4）, connecting plate 5 is vertically threaded with lock Tight bolt 62, clamping screw 62 are inconsistent away from the side of bridge 1 towards one end of 1 bottom of bridge and water fender 3.

Such as Fig. 3, when installing reinforcing plate 61, operator tightens clamping screw 62 towards 1 bottom of bridge, at this time clamping screw 62 It is inconsistent with reinforcing plate 61 and reinforcing plate 61 is pushed to be moved towards 1 bottom of bridge, until reinforcing plate 61 is towards 1 bottom end of bridge Rubber pad 611（Such as Fig. 4）It is inconsistent with 1 bottom of bridge.Water fender 3, reinforcing plate 61 and 1 bottom of bridge form one three at this time Angular, when wind generates the thrust to the middle part of bridge 1 to water fender 3, what is connect respectively with 1 bottom of bridge and water fender 3 adds Strong plate 61 can play water fender 3 supporting role, to reduce the possibility of the overturning of water fender 3.

Such as Fig. 2, in order to reinforce the connective stability between PE plates 2 and bridge 1,2 upper edge bridge of PE plates, 1 length direction is equipped with Several expandable nails 7 stretched into bridge 1 can greatly reinforce after expandable nail 7 hammers into 1 inside of bridge between PE plates 2 and bridge 1 Connective stability, reduce the possibility that PE plates 2 fall off.

The course of work：When raining, rainwater can flow to 1 bottom of bridge along the both sides of bridge 1 along its length, at this time rainwater Arc-shaped PE plates 2 can be passed through, since the side of 2 camber of PE plates and recess deviates from 1 bottom of bridge, to which rainwater can flow to PE plates 2 recess sides, at this time rainwater be not easy to the upper end of recess flow and under the effect of gravity or along water guide column 4 drop It falls.If rainwater is more, and when wind blows rainwater to the middle part of bridge 1, a part of rainwater crosses the flow direction of PE plates 2 under the action of the forces of the wind 1 middle part of bridge, water fender 3 can play this part rainwater one iris action at this time so that rainwater is along vertically The water fender 3 of setting is fallen, and reduces the possibility that rainwater flow to 1 bottom of bridge, to reduce erosion of the rainwater to 1 bottom of bridge, Improve the service life of bridge 1.

The template of dripping of structures in the present embodiment can also be used on other buildings.

This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but As long as all being protected by Patent Law in the right of the utility model.

Claims (8)

1. a kind of template of dripping of structures, it is characterized in that：Including being embedded in bridge（1）Bottom and along bridge（1）Length direction Two arc PE plates being arranged（2）, the PE plates（2）The side of recess deviates from bridge（1）Bottom, two PE plates（2）Point It Wei Yu not bridge（1）The edge on both sides along its length.

2. the template of dripping of structures according to claim 1, it is characterized in that：The PE plates（2）Towards bridge（1）Middle part One end be connected with water fender（3）, the water fender（3）To far from bridge（1）Direction extend.

3. the template of dripping of structures according to claim 1, it is characterized in that：The PE plates（2）Away from bridge（1）One Side PE plates（2）Length direction is connected with several water guide columns（4）.

4. the template of dripping of structures according to claim 2, it is characterized in that：The water fender（3）Away from bridge（1）Bottom The side in portion is connected with connecting plate（5）, the connecting plate（5）With bridge（1）It is equipped between bottom for reinforcing water fender（3）Surely Qualitative reinforcing member（6）.

5. the template of dripping of structures according to claim 4, it is characterized in that：The reinforcing member（6）Including several edges Water fender（3）The reinforcing plate of length direction setting（61）, the reinforcing plate（61）One end vertically slide and be connected to gear Water plate（3）On, the other end extends to bridge（1）Bottom, the connecting plate（5）Vertically it is threaded with clamping screw （62）, the clamping screw（62）Towards bridge（1）One end of bottom and water fender（3）Away from bridge（1）Side it is inconsistent.

6. the template of dripping of structures according to claim 5, it is characterized in that：The reinforcing plate（61）Towards bridge（1） One end be bonded with rubber pad（611）, the rubber pad（611）Towards bridge（1）Side be equipped with several elastic salient points （6111）.

7. the template of dripping of structures according to claim 1, it is characterized in that：The PE plates（2）Upper edge bridge（1）Length Bridge is stretched into direction equipped with several（1）Interior expandable nail（7）.

8. the template of dripping of structures according to claim 1, it is characterized in that：The PE plates（2）Away from bridge（1）One Side is coated with waterproof layer（8）.