CN213896985U - Hydraulic engineering flood bank - Google Patents
Hydraulic engineering flood bank Download PDFInfo
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- CN213896985U CN213896985U CN202022985749.XU CN202022985749U CN213896985U CN 213896985 U CN213896985 U CN 213896985U CN 202022985749 U CN202022985749 U CN 202022985749U CN 213896985 U CN213896985 U CN 213896985U
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Abstract
The utility model relates to a hydraulic engineering flood bank, including the flood wall, the vertical a plurality of reinforced columns of installing of top surface of the oblique side of flood wall, it is a plurality of the reinforced column is along the equidistant distribution of length direction of flood wall top surface, just be located in the flood wall and set up the vertical ascending standing groove of notch between the two adjacent reinforced columns, the standing groove department of flood wall be provided with standing groove assorted reinforcing plate, the slider is all installed at the both sides top of reinforcing plate, slide on the top surface of reinforcing column be connected with slider joint complex joint part. The height of the flood control wall can be adjusted, and therefore the effect of increasing the efficiency of the flood control wall in the coming season is improved.
Description
Technical Field
The application relates to hydraulic engineering's technical field especially relates to a hydraulic engineering dyke.
Background
The current flood control dike refers to a dike built for preventing rivers from flooding, and the flood control dike appears hundreds of years ago; a flood bank is usually a pile of soil, which is in the form of a long strip and sometimes extends for several kilometers along a river, lake or ocean.
The existing flood control dike can restrain flood, and the existing flood control dike can prevent the river water in the flood season from flowing into adjacent land because the river water rises in the flood season, so that people living on the river bank are protected from the flood every year.
With respect to the related art among the above, the inventors consider that the following drawbacks occur: the river course and the seaside flood bank are fixed, the height of the river bank is not enough after the flood season comes, the conventional arrangement is higher, the flood bank is wasted in the non-flood season, the sightseeing of people to the river course environment is influenced, a large amount of manpower and material resources are needed to temporarily heighten the flood bank when the flood is in the high flood season which is not met for many years, and the casualties of people are easily caused by the method of temporarily heightening the flood bank.
SUMMERY OF THE UTILITY MODEL
In order to make the height-adjustable of flood control wall to improved the efficiency that the flood control wall was increased in the coming season, this application provides a hydraulic engineering flood bank.
The application provides a hydraulic engineering dyke adopts following technical scheme:
the utility model provides a hydraulic engineering flood bank, includes the flood wall, the vertical a plurality of reinforced columns of installing of top surface of the oblique side of flood wall, it is a plurality of the reinforced column is along the equidistant distribution of length direction of flood wall top surface, just be located in the flood wall and set up the vertical ascending standing groove of notch between the two adjacent reinforced columns, the standing groove department of flood wall be provided with standing groove assorted gusset plate, the slider is all installed at the both sides top of gusset plate, slide on the top surface of reinforced column be connected with slider joint complex joint part.
Through adopting above-mentioned technical scheme, when the flood season comes, when need increase the flood control wall, lift the gusset plate from the standing groove in, after the gusset plate was adjusted to the take the altitude, the joint part slides for joint part and slider joint make the high of flood control wall obtain adjusting, and then improved the efficiency that the flood control wall was increased when the flood season comes.
Optionally, adjacent one side that the reinforcement post is close to each other all sets up vertical and the relative spout of notch, the top surface and the bottom surface of reinforcement post are run through respectively to the both ends wall of spout, the slider matches with the spout, the slider slides through spout and reinforcement post and is connected.
Through adopting above-mentioned technical scheme, the setting of spout provides the effect of direction for the upper and lower slip of gusset plate.
Optionally, the joint part including the level set up in the reinforcement column top surface and with the reinforcement column slide the guide block of being connected and along the guide block be close to rather than the vertical joint piece that upwards extends of one end of neighbouring gusset plate, set up the vertical decurrent joint groove of notch on the bottom surface of slider, joint piece and joint groove phase-match, the joint piece passes through joint groove and slider joint cooperation.
Through adopting above-mentioned technical scheme, the guide block slides for the position of joint piece is corresponding with the joint groove, thereby is favorable to with joint piece joint in the joint inslot.
Optionally, the top surface of the reinforcing column is located between the two sliding grooves and is provided with a guide groove with a vertically upward notch, two end walls of the guide groove are respectively communicated with the two sliding grooves, the guide block is matched with the guide groove, and the guide block is connected with the top surface of the reinforcing column in a sliding manner through the guide groove.
Through adopting above-mentioned technical scheme, the setting of guide way plays the effect of direction to sliding of guide block.
Optionally, a fastener for fixing the guide block in the guide groove is inserted in the guide block.
Through adopting above-mentioned technical scheme, after joint piece and joint groove joint are fixed, lock the guide block in the guide way through the fastener for the joint effect of joint piece is better.
Optionally, a handle is mounted on the top surface of the reinforcing plate.
Through adopting above-mentioned technical scheme, the staff of being convenient for of setting up of handle mentions the gusset plate.
Optionally, the top surface of flood control wall and be located one side bottom on the back of the reinforced column to the flood control wall inclined plane and be provided with the loading board, install the angle steel on the loading board, the two right-angle sides of angle steel respectively with the contained angle department fixed connection of reinforced column and loading board.
Through adopting above-mentioned technical scheme, the setting of angle steel is used for supporting the reinforced column to make the reinforced column have the support effect support gusset plate of preferred.
Optionally, the bearing plate is mounted on the top surface of the flood protection wall through expansion bolts.
Through adopting above-mentioned technical scheme, the setting up of expansion bolts makes the loading board more firm install on the top surface of flood control wall to make the support effect of angle steel better.
In summary, the present application includes at least one of the following beneficial technical effects:
1. when the flood season comes and the flood control wall needs to be heightened, the reinforcing plate is lifted from the placing groove, and after the reinforcing plate is adjusted to a certain height, the clamping part is slid, so that the clamping part is clamped with the sliding block, the height of the flood control wall is adjusted, and the efficiency of heightening the flood control wall when the flood season comes is improved;
2. the guide block slides to enable the position of the clamping block to correspond to the clamping groove, so that the clamping block is clamped in the clamping groove.
Drawings
Fig. 1 is a schematic view of the overall structure of the present application.
Fig. 2 is a partially enlarged schematic view of a portion a in fig. 1.
Fig. 3 is a schematic sectional structure view of fig. 1.
Fig. 4 is a partially enlarged schematic view of a portion B in fig. 3.
Description of reference numerals: 1. a flood wall; 11. a placement groove; 12. a carrier plate; 121. an expansion bolt; 122. angle steel; 2. reinforcing columns; 21. a chute; 22. a guide groove; 3. a reinforcing plate; 31. a slider; 311. a clamping groove; 32. a handle; 4. a clip member; 41. a guide block; 411. a fastener; 42. and a clamping block.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
The embodiment of the application discloses hydraulic engineering dyke. Referring to fig. 1, the flood bank includes flood wall 1, a plurality of reinforcement post 2 are vertically installed to the top surface of 1 oblique side of flood wall, the equidistant distribution of length direction of 1 top surface of flood wall is followed to a plurality of reinforcement post 2, just be located between two adjacent reinforcement post 2 in the flood wall 1 and seted up standing groove 11, standing groove 11's notch is vertical upwards, standing groove 11 department of flood wall 1 is provided with 11 assorted reinforcing plate 3 of standing groove, when reinforcing plate 3 holding is in standing groove 11, reinforcing plate 3's top surface and flood wall 1's top surface parallel and level, slider 31 is all installed at reinforcing plate 3's both sides top, be provided with on reinforcing post 2's the top surface with slider 31 joint complex joint part 4.
Referring to fig. 1 and 2, install the loading board 12 that the level set up on the top surface of flood wall 1, one side and the reinforced column 2 of loading board 12 are laminated to one side bottom on the slope of flood wall 1 back to, loading board 12 is fixed in on the top surface of flood wall 1 through two expansion bolts 121, welded fastening has angle steel 122 on the top surface of loading board 12 and between being located two expansion bolts 121, angle steel 122's contained angle is back to one side of reinforced column 2 towards loading board 12, and angle steel 122's vertical limit and loading board 12 are towards one side parallel and level of reinforced column 2. Thus, the bearing plate 12 is fixed to the top surface of the flood protection wall 1 by the expansion bolts 121, so that the angle steel 122 supports the reinforcing column 2.
Referring to fig. 3 and 4, the sliding grooves 21 matched with the sliding blocks 31 are formed in the side, close to each other, of each adjacent reinforcing column 2, the two sliding grooves 21 are vertical, the notches are opposite, the two end walls of each sliding groove 21 penetrate through the top surface and the bottom surface of each reinforcing column 2 respectively, and the sliding blocks 31 are connected with the reinforcing columns 2 in a sliding mode through the sliding grooves 21. At the same time, in order for the worker to lift the reinforcing plate 3 from the placement groove 11, a handle 32 is mounted on the top surface of the reinforcing plate 3.
Referring to fig. 3 and 4, a guide groove 22 is formed on the top surface of the reinforcing column 2 and between the two sliding grooves 21, a notch of the guide groove 22 is vertically upward, and two end walls of the guide groove 22 are respectively communicated with the two sliding grooves 21. The clamping component 4 comprises a guide block 41 and a clamping block 42, the guide block 41 is horizontally arranged and matched with the guide groove 22, and the guide block 41 is connected with the top surface of the reinforcing column 2 in a sliding mode through the guide groove 22. The clamping block 42 is close to the vertical upwards extension of one end rather than neighbouring gusset plate 3 along guide block 41, and clamping block 42 cooperates with the bottom surface joint of slider 31, and it is more firm to cooperate for clamping block 42 and slider 31 joint, has seted up the vertical decurrent joint groove 311 of notch on the bottom surface of slider 31, and clamping block 42 and joint groove 311 phase-match, and clamping block 42 passes through joint groove 311 and slider 31 joint cooperation. After the clamping block 42 is firmly clamped with the slide block 31, in order to lock the guide block 41, a fastening member 411 is inserted on the guide block 41, in this embodiment, the fastening member 411 is a bolt, and the bolt passes through the guide block 41 along the top surface of the guide block 41 and is in threaded connection with the bottom wall of the guide groove 22.
The implementation principle of a hydraulic engineering dyke of this application embodiment does: when the flood season comes and the flood control wall 1 needs to be heightened temporarily, the worker puts the reinforcing wall out of the placing groove 11 through the lifting handle 32, the sliding block 31 and the sliding groove 21 are connected in a sliding mode at the moment, the bolt fastened on the guide block 41 is loosened, the guide block 41 is moved under the guiding effect of the guide groove 22, and therefore the clamping block 42 is enabled to be in close fit with the sliding block 31 through the clamping groove 311, then the bolt is screwed up, and the guide block 41 is fixed in the guide groove 22.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a hydraulic engineering flood bank which characterized in that: including flood control wall (1), the vertical a plurality of reinforcement post (2) of installing of top surface of flood control wall (1) oblique side, it is a plurality of reinforcement post (2) are along the equidistant distribution of length direction of flood control wall (1) top surface, in flood control wall (1) and be located and seted up vertical ascending standing groove (11) of notch between two adjacent reinforcement post (2), standing groove (11) department of flood control wall (1) is provided with and places groove (11) assorted gusset plate (3), slider (31) are all installed at the both sides top of gusset plate (3), slide on the top surface of reinforcement post (2) and be connected with slider (31) joint complex joint part (4).
2. A hydraulic engineering breakwater according to claim 1, characterized in that: adjacent one side that reinforcing post (2) are close to each other all seted up vertical and the relative spout of notch (21), the top surface and the bottom surface of reinforcing post (2) are run through respectively to the both ends wall of spout (21), slider (31) and spout (21) match, slider (31) are connected through spout (21) and reinforcing post (2) slide.
3. A hydraulic engineering breakwater according to claim 1, characterized in that: joint part (4) including the level set up in reinforcement column (2) top surface and with reinforcement column (2) slide guide block (41) of being connected and along guide block (41) be close to rather than the joint piece (42) of the vertical upwards extension of one end of neighbouring gusset plate (3), seted up vertical decurrent joint groove (311) of notch on the bottom surface of slider (31), joint piece (42) and joint groove (311) phase-match, joint piece (42) are through joint groove (311) and slider (31) joint cooperation.
4. A hydraulic engineering breakwater according to claim 3, characterized in that: the top surface of reinforcement post (2) just is located and has seted up notch vertical ascending guide way (22) between two spout (21), the both ends wall of guide way (22) communicates with two spout (21) respectively, guide block (41) and guide way (22) match, guide block (41) are connected through the top surface of guide way (22) with reinforcement post (2) slides.
5. A hydraulic engineering breakwater of claim 4, characterized in that: and a fastening piece (411) used for fixing the guide block (41) in the guide groove (22) is inserted in the guide block (41).
6. A hydraulic engineering breakwater according to claim 1, characterized in that: and a handle (32) is arranged on the top surface of the reinforcing plate (3).
7. A hydraulic engineering breakwater according to claim 1, characterized in that: the top surface of flood control wall (1) just is located reinforcing column (2) and is provided with loading board (12) back to one side bottom on flood control wall (1) inclined plane, install angle steel (122) on loading board (12), the two right-angle sides of angle steel (122) respectively with the contained angle department fixed connection of reinforcing column (2) and loading board (12).
8. The hydraulic engineering breakwater of claim 7, wherein: the bearing plate (12) is installed on the top surface of the flood control wall (1) through expansion bolts (121).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022985749.XU CN213896985U (en) | 2020-12-09 | 2020-12-09 | Hydraulic engineering flood bank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022985749.XU CN213896985U (en) | 2020-12-09 | 2020-12-09 | Hydraulic engineering flood bank |
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| Publication Number | Publication Date |
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| CN213896985U true CN213896985U (en) | 2021-08-06 |
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| CN202022985749.XU Active CN213896985U (en) | 2020-12-09 | 2020-12-09 | Hydraulic engineering flood bank |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113622370A (en) * | 2021-08-12 | 2021-11-09 | 铜陵学院 | Assembled flood control water horse |
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2020
- 2020-12-09 CN CN202022985749.XU patent/CN213896985U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113622370A (en) * | 2021-08-12 | 2021-11-09 | 铜陵学院 | Assembled flood control water horse |
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Address after: 510000 room 107, No. 9, Zengjiang Avenue, Zengcheng District, Guangzhou, Guangdong Patentee after: Guangzhou qingheyuan Construction Co.,Ltd. Address before: Room 401, 16 Shayuan Road, Licheng street, Zengcheng District, Guangzhou, Guangdong 511300 Patentee before: Guangzhou qingheyuan Construction Co.,Ltd. |