CN215330008U - Retaining structure of high-pile beam-slab wharf rear shore connection - Google Patents
Retaining structure of high-pile beam-slab wharf rear shore connection Download PDFInfo
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- CN215330008U CN215330008U CN202121357200.4U CN202121357200U CN215330008U CN 215330008 U CN215330008 U CN 215330008U CN 202121357200 U CN202121357200 U CN 202121357200U CN 215330008 U CN215330008 U CN 215330008U
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Abstract
The utility model relates to the technical field of wharfs and port infrastructures, and discloses a retaining structure for a high-pile beam-plate wharf rear shore connection, which comprises a retaining plate, wherein the left side of the retaining plate is fixedly connected with a buffer seat, the left side of the buffer seat is provided with a buffer groove, the front side wall and the rear side wall in the buffer groove are respectively provided with a plurality of sliding grooves, the sliding grooves are internally connected with sliding blocks in a sliding manner, the upper surface and the lower surface in the sliding grooves are respectively and fixedly connected with a spring I, the retaining plate is buffered by the buffer seat when being impacted by seawater, so that the impact of the seawater on the retaining plate is blocked, the service life of the retaining plate is prolonged, the buffer plate is convenient to detach and replace, meanwhile, the top end of the retaining plate is provided with a connecting seat, the top end of the connecting seat is provided with a planting groove, plants can be planted in the planting groove, and the retaining height of the retaining plate can be extended, and also can make this retaining structure more pleasing to the eye to make this retaining structure practicality stronger.
Description
Technical Field
The utility model relates to the technical field of wharf and port infrastructures, in particular to a soil retaining structure for a rear shore connection of a high-pile beam-slab wharf.
Background
In shored high pile wharfs, various independent retaining structures are generally used to reduce the width of the wharf structure and to engage with the shore. Independent retaining structure can adopt gravity type, half gravity formula retaining wall according to the foundation soil property condition, also can adopt cantilever type, counterfort formula retaining wall sometimes, or adopts sheet pile wall, and the most common is that set up the short retaining wall of various gravity types behind high stake wharf structure. However, the retaining structure that the bank was met at most high stake beam slab wharf rear that has now does not have buffer structure to make this retaining structure's fender soil effect relatively poor, and the fender soil board has reduced life owing to receive the impact of sea water easily, and the retaining structure that most high stake beam slab wharf rear connect the bank simultaneously can not carry out the planting of plant, thereby makes this retaining structure aesthetic property and practicality relatively poor.
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the utility model provides a retaining structure for a rear shore connection of a high-pile beam-slab wharf, which solves the problems that most existing retaining structures do not have buffer structures, the retaining plates are easy to be impacted by seawater, the service life of the retaining plates is shortened, and plants cannot be planted.
(II) technical scheme
In order to achieve the purpose, the utility model provides the following technical scheme: a retaining structure of a high-pile beam plate type wharf rear shore connection comprises a retaining plate, wherein a buffer seat is fixedly connected to the left side of the retaining plate, a buffer groove is formed in the left side of the buffer seat, a plurality of sliding grooves are formed in the front side wall and the rear side wall of the inner portion of the buffer groove, a sliding block is connected to the inner portion of each sliding groove in a sliding mode, springs I are fixedly connected to the upper surface and the lower surface of the inner portion of each sliding groove, an inserting groove is formed in the inner portion of each sliding block, a rotating rod is inserted into the inserting groove, one end, located in the inserting groove, of each rotating rod is movably connected with the corresponding inserting groove, a plurality of buffer plates are arranged in the buffer grooves, inner grooves are formed in the front side and the rear side of the inner portion, away from the corresponding sliding grooves, springs II are fixedly connected to one ends, close to the corresponding sliding grooves, of the springs II are fixedly connected with sliding plates, one ends, away from the corresponding sliding grooves, of the rotating rods are inserted into the inner grooves, the center of the top end of the soil retaining plate is provided with a clamping groove, a clamping block is clamped in the clamping groove, the top end of the clamping block is fixedly connected with a connecting seat, and the top end of the connecting seat is provided with a plurality of planting grooves.
Preferably, the top end and the bottom of the sliding block are fixedly connected with the first spring and the second spring respectively.
Preferably, the clamping groove and the clamping block are both arranged in a T shape.
Preferably, one end of the rotating rod, which is far away from the sliding groove, is attached to one end of the sliding plate, which is close to the sliding groove.
Preferably, the inner upper surface of the buffer groove is arranged to be concave arc-shaped.
Preferably, the vertical sections of the buffer seat and the connecting seat are triangular.
Preferably, the right side of the connecting seat is provided with a plurality of grooves, and the left side inside the grooves is communicated with the inside of the planting groove.
(III) advantageous effects
The utility model provides a soil retaining structure for a rear shore connection of a high-pile beam-slab wharf, which has the following beneficial effects:
because the buffer slot is arranged at the left side of the buffer seat and the buffer plate is arranged in the buffer slot, seawater can impact the buffer plate when impacting the buffer seat, then the sliding blocks arranged at the front and the back sides of the buffer plate can be impacted by the seawater to move along with the buffer plate, and the top and the bottom of the sliding blocks are fixedly connected with the springs at the upper surface and the lower surface in the sliding slot, so the springs can play a role of buffering the movement of the sliding blocks, thereby the buffer plate can buffer the impact of the seawater when facing the impact of the seawater, and because the buffer plate is connected with the sliding blocks through the rotating rods inserted in the sliding blocks, the buffer plate can also rotate to buffer, thereby the buffer effect of the buffer plate is better, the impact of the seawater on the retaining plate is blocked, the service life of the retaining plate is prolonged, and the inner slots are arranged at the front and the back sides in the buffer plate, and inside sliding plate through two sliding connection of spring of inside groove, so dwang one end is pegged graft and can be extrudeed sliding plate and spring two inside the inside groove, thereby make the dwang be located the inside one end of slider slot and shift out from the slider is inside, and then be convenient for the dismantlement and the change of buffer board, the connecting seat is installed through the joint of fixture block and draw-in groove on the top of fender apron, and the top of connecting seat has been seted up and has been planted the groove, so can plant the plant at planting inslot portion, can make the fender soil height of fender apron obtain extending like this, and also can make this fender soil structure more pleasing to the eye, thereby make this fender soil structure practicality stronger.
Drawings
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is a schematic side sectional view of a cushion pan according to the present invention;
FIG. 3 is a schematic front sectional view of the present invention.
In the figure: 1. a buffer seat; 2. a buffer plate; 3. rotating the rod; 4. a slider; 5. a chute; 6. a buffer tank; 7. planting grooves; 8. a connecting seat; 9. a clamping block; 10. a soil guard plate; 11. a slot; 12. a first spring; 13. a sliding plate; 14. an inner tank; 15. a second spring; 16. a card slot; 17. and (4) a groove.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in fig. 1-3, the present invention provides a technical solution: a retaining structure of a high-pile beam-slab wharf rear landing comprises a retaining plate 10, wherein the left side of the retaining plate 10 is fixedly connected with a buffer seat 1, the left side of the buffer seat 1 is provided with a buffer groove 6, the front side wall and the rear side wall inside the buffer groove 6 are respectively provided with a plurality of sliding grooves 5, the sliding grooves 5 are internally connected with a sliding block 4 in a sliding manner, the upper surface and the lower surface inside the sliding grooves 5 are respectively fixedly connected with a spring I12, the inside of the sliding block 4 is provided with an inserting groove 11, the inside of the inserting groove 11 is inserted with a rotating rod 3, one end of the rotating rod 3, which is positioned inside the inserting groove 11, is movably connected with the inserting groove 11, the inside of the buffer groove 6 is provided with a plurality of buffer plates 2, the front side and the rear side inside the buffer plates 2 are respectively provided with an inner groove 14, one side, which is far away from the sliding groove 5, inside the inner groove 14 is fixedly connected with a spring II 15, one end, which is close to the sliding plate 5, of the spring II 15, is fixedly connected with a sliding plate 13, one end, which is far away from the sliding groove 5, is inserted inside the rotating rod 3, the center of the top end of the retaining plate 10 is provided with a clamping groove 16, the clamping block 9 is clamped in the clamping groove 16, the top end of the clamping block 9 is fixedly connected with a connecting seat 8, the top end of the connecting seat 8 is provided with a plurality of planting grooves 7, the retaining plate 10 is firstly buried in the shore soil of the connecting bank behind the high-pile beam slab wharf, the left side of the retaining plate 10 is fixedly connected with a buffer seat 1, so when seawater impacts the retaining plate 10, the buffer seat 1 can play a buffer role, because the buffer groove 6 is arranged on the left side of the buffer seat 1, and the buffer plate 2 is arranged in the buffer groove 6, the seawater impacts the buffer seat 1, then the sliding blocks 4 arranged on the front side and the rear side of the buffer plate 2 can be moved by the seawater along with the buffer plate 2, and the top ends and the bottoms of the sliding blocks 4 are fixedly connected with the first springs 12 on the upper surface and the lower surface in the sliding groove 5, the first spring 12 can buffer the movement of the sliding block 4, so that the buffer plate 2 can buffer the impact of seawater when facing the impact of seawater, and because the buffer plate 2 is connected with the sliding block 4 through the rotating rod 3 inserted in the sliding block 4, the buffer plate 2 can also rotate to buffer, so that the buffer effect of the buffer plate 2 is better, the impact of seawater on the retaining plate 10 is blocked, and the service life of the retaining plate 10 is prolonged, meanwhile, the front side and the rear side of the buffer plate 2 are both provided with the inner grooves 14, and the inner grooves 14 are slidably connected with the sliding plate 13 through the second spring 15, so that one end of the rotating rod 3 inserted in the inner grooves 14 can extrude the sliding plate 13 and the second spring 15, so that one end of the rotating rod 3 positioned in the slot 11 of the sliding block 4 is moved out of the sliding block 4, and the buffer plate 2 is convenient to detach and replace, connecting seat 8 is installed through the joint of fixture block 9 with draw-in groove 16 on the top of retaining plate 10, and the planting groove 7 has been seted up on the top of connecting seat 8, so can plant the plant in planting groove 7 inside, can make the retaining height of retaining plate 10 obtain extending like this, and also can make this retaining structure more pleasing to the eye to it is stronger to make this retaining structure practicality.
Furthermore, the top end and the bottom end of the sliding block 4 are respectively and fixedly connected with the bottom end of the upper surface spring I12 and the top end of the lower surface spring I12, so that the sliding block 4 can be stably positioned in the sliding groove 5.
Furthermore, the clamping groove 16 and the clamping block 9 are both arranged in a T shape, so that the clamping effect is better.
Further, the one end that spout 5 was kept away from to dwang 3 is laminated with the one end that sliding plate 13 is close to spout 5 mutually, so dwang 3 can separate with buffer board 2 to be convenient for change.
Furthermore, the upper surface in the buffer groove 6 is set to be in an inwards concave arc shape, so that the buffer function can be achieved when seawater impacts.
Further, the vertical cross-section of buffer base 1 and connecting seat 8 is triangle-shaped, so the one side of buffer base 8 slope can play the cushioning effect to the impact of sea water, and the one side of connecting seat 8 slope can make the rainwater flow in the sea fast when raining, avoids the rainwater to flow in and keeps off the loss that causes soil in the soil on soil guard plate 10 right side.
Furthermore, a plurality of grooves 17 are opened on the right side of the connecting seat 8, and the left side inside the grooves 17 is communicated with the inside of the planting groove 7, so that soil and water which are about to overflow out of the right side of the soil retaining plate 10 can flow into the inside of the grooves 7 when raining, and therefore the loss of soil and water loss is reduced.
In conclusion, the working process of the utility model is as follows: when in use, the retaining plate 10 is firstly buried in the shore soil of the shore connected at the rear part of the high-pile beam-slab wharf, the buffer seat 1 is fixedly connected with the left side of the retaining plate 10, so when seawater impacts the retaining plate 10, the buffer seat 1 can play a role of buffering, as the buffer groove 6 is arranged at the left side of the buffer seat 1 and the buffer plate 2 is arranged in the buffer groove 6, the seawater impacts the buffer plate 2 when impacting the buffer seat 1, then the sliding blocks 4 arranged at the front and the rear sides of the buffer plate 2 can be impacted by the seawater to move along with the buffer plate 2, and the top and the bottom of the sliding block 4 are fixedly connected with the springs 12 at the upper surface and the lower surface in the sliding groove 5, so the springs 12 can play a role of buffering the movement of the sliding block 4, so that the buffer plate 2 can buffer the impact of the seawater when impacting the seawater, and the buffer plate 2 is connected with the sliding block 4 through the springs 3 inserted in the sliding block 4, so that the buffer plate 2 can also rotate to buffer, thereby improving the buffering effect of the buffer plate 2, further blocking the impact of seawater on the retaining plate 10 and prolonging the service life of the retaining plate 10, meanwhile, the buffer plate 2 is internally provided with inner grooves 14 at the front and back sides, and the inner grooves 14 are internally connected with a sliding plate 13 in a sliding manner through a second spring 15, so that one end of the rotating rod 3 is inserted into the inner grooves 14 to press the sliding plate 13 and the second spring 15, thereby enabling one end of the rotating rod 3, which is positioned inside the slot 11 of the slider 4, to move out of the slider 4, further facilitating the disassembly and replacement of the buffer plate 2, the top end of the retaining plate 10 is provided with a connecting seat 8 through the clamping of a clamping block 9 and a clamping groove 16, and the top end of the connecting seat 8 is provided with a planting groove 7, thereby planting plants inside the planting groove 7, thus extending the retaining height of the retaining plate 10, and also can make this retaining structure more pleasing to the eye to make this retaining structure practicality stronger.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a high stake beam slab formula pier rear connects retaining structure of bank, includes retaining plate (10), its characterized in that: the soil retaining plate is characterized in that a buffer seat (1) is fixedly connected to the left side of the soil retaining plate (10), a buffer groove (6) is formed in the left side of the buffer seat (1), a plurality of sliding grooves (5) are formed in the front side wall and the rear side wall of the interior of the buffer groove (6), a sliding block (4) is connected to the interior of the sliding groove (5) in a sliding mode, a first spring (12) is fixedly connected to the upper surface and the lower surface of the interior of the sliding groove (5), a slot (11) is formed in the interior of the sliding block (4), a rotating rod (3) is inserted into the slot (11), one end, located in the slot (11), of the rotating rod (3) is movably connected with the slot (11), a plurality of buffer plates (2) are arranged in the buffer groove (6), inner grooves (14) are formed in the front side and the rear side of the interior of the buffer plates (2), and a second spring (15) is fixedly connected to one side, far away from the sliding groove (5), of the interior of the inner groove (14), spring two (15) are close to one end fixedly connected with sliding plate (13) of spout (5), dwang (3) are kept away from the one end of spout (5) is pegged graft inside groove (14), fender apron (10) top center department has seted up draw-in groove (16), the inside joint of draw-in groove (16) has fixture block (9), fixture block (9) top fixedly connected with connecting seat (8), a plurality of planting grooves (7) have been seted up on connecting seat (8) top.
2. The soil retaining structure for the rear landing of the high-pile beam-slab wharf according to claim 1, wherein: the top end and the bottom of the sliding block (4) are respectively fixedly connected with the two first springs (12).
3. The soil retaining structure for the rear landing of the high-pile beam-slab wharf according to claim 1, wherein: the clamping groove (16) and the clamping block (9) are both arranged in a T shape.
4. The soil retaining structure for the rear landing of the high-pile beam-slab wharf according to claim 1, wherein: one end of the rotating rod (3) far away from the sliding groove (5) is attached to one end of the sliding plate (13) close to the sliding groove (5).
5. The soil retaining structure for the rear landing of the high-pile beam-slab wharf according to claim 1, wherein: the upper surface of the inner part of the buffer groove (6) is arranged to be in an inwards concave arc shape.
6. The soil retaining structure for the rear landing of the high-pile beam-slab wharf according to claim 1, wherein: the vertical sections of the buffer seat (1) and the connecting seat (8) are triangular.
7. The soil retaining structure for the rear landing of the high-pile beam-slab wharf according to claim 1, wherein: a plurality of grooves (17) are formed in the right side of the connecting seat (8), and the left side of the inside of each groove (17) is communicated with the inside of the planting groove (7).
Priority Applications (1)
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CN202121357200.4U CN215330008U (en) | 2021-06-18 | 2021-06-18 | Retaining structure of high-pile beam-slab wharf rear shore connection |
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CN202121357200.4U CN215330008U (en) | 2021-06-18 | 2021-06-18 | Retaining structure of high-pile beam-slab wharf rear shore connection |
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