CN214363266U - Retaining wall with supporting structures on two sides of sand sluicing gate - Google Patents
Retaining wall with supporting structures on two sides of sand sluicing gate Download PDFInfo
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- CN214363266U CN214363266U CN202120218820.3U CN202120218820U CN214363266U CN 214363266 U CN214363266 U CN 214363266U CN 202120218820 U CN202120218820 U CN 202120218820U CN 214363266 U CN214363266 U CN 214363266U
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Abstract
The utility model relates to a dash retaining wall that husky floodgate both sides have supporting construction relates to the retaining wall field to solve the retaining wall and take place not hard up or empty problem easily receiving factors such as impact and rainwater, it is including setting up in the retaining wall of bank one side, just the opposite side contact river of retaining wall, be provided with the soil filling layer between retaining wall and the bank, the outside of retaining wall is provided with supporting construction, supporting construction is including consolidating portion, connecting portion and spacing portion, it sets up in one side that the retaining wall is close to the river to consolidate the portion, connecting portion swing joint is in the top of consolidating the portion, spacing portion sets up in the one end that consolidates the portion is kept away from to connecting portion, just spacing portion is fixed to be set up on the bank of the river, the retaining wall is prefabricated reinforced concrete wall. This application has and sets up supporting construction in the outside of retaining wall, and supporting construction is the state setting of semi-surrounding to the retaining wall, can improve the fastness of retaining wall, makes the difficult effect that takes place not hard up and topple over of retaining wall.
Description
Technical Field
The application relates to the field of retaining walls, especially to a retaining wall that has supporting construction in towards husky floodgate both sides.
Background
The sand sluicing gate is a water gate for sluicing and discharging silt deposited in an upstream river section or canal system by using water flow of a river (canal) channel, and the retaining wall is a structure for supporting roadbed filling or hillside soil to prevent the soil from deforming and destabilizing and comprises a gravity type retaining wall, a mortise type retaining wall, a thin-wall type retaining wall and the like, and can play a certain role in protecting the soil by arranging the retaining wall.
The both sides of sluicing floodgate usually can set up retaining wall 2, separate river bank 1 and river 3, reduce soil erosion and water loss, play the effect of keeping water and soil, when building retaining wall 2, need set up filling layer 4 between retaining wall 2 and river bank 3 usually, filling layer 4's soil texture is unstable, because the impact of sluicing floodgate and the influence of factors such as rainwater, cause retaining wall 2 to take place to become flexible even topple over easily, need spend a large amount of manpowers and time to repair retaining wall 2.
SUMMERY OF THE UTILITY MODEL
In order to improve retaining wall's fastness, make the difficult emergence of retaining wall become flexible and empty, this application provides a towards retaining wall that husky brake both sides have supporting construction.
The application provides a retaining wall that dash husky floodgate both sides have supporting construction adopts following technical scheme:
the utility model provides a dash retaining wall that husky floodgate both sides have supporting construction, is including setting up in the retaining wall of river bank one side, just the opposite side contact river of retaining wall, be provided with the filled soil layer between retaining wall and the river bank, the outside of retaining wall is provided with supporting construction, supporting construction is including consolidating portion, connecting portion and spacing portion, it sets up in the one side that the retaining wall is close to the river to consolidate the portion, connecting portion swing joint is in the top of consolidating the portion, spacing portion sets up in the one end of consolidating the portion of keeping away from in connecting portion, just spacing portion is fixed to be set up on the river bank.
Through adopting above-mentioned technical scheme, the reinforcement sets up in one side that the retaining wall is close to the river, and connecting portion set up in the top of reinforcement, and spacing portion sets up in the one end that the reinforcement was kept away from to connecting portion, and spacing portion is fixed in the river bank, makes supporting construction be the state setting of semi-surrounding to the retaining wall, can improve the fastness of retaining wall, makes the retaining wall difficult emergence not hard up and topple over.
Optionally, the retaining wall is a prefabricated reinforced concrete wall, just the retaining wall is quadrangular frustum pyramid shape, the bottom fixedly connected with mounting panel of retaining wall, the area of mounting panel is greater than the bottom area of retaining wall.
Through adopting above-mentioned technical scheme, the retaining wall is four prismatic table shapes to the focus that makes the retaining wall is lower, stability when improving the retaining wall installation, the retaining wall sets up in the top of mounting panel, and the area of mounting panel is greater than the bottom area of retaining wall, improves the area of contact on retaining wall and ground, thereby places more stably when making the retaining wall installation.
Optionally, the reinforcing portion comprises a plurality of horizontal rods and longitudinal rods, the horizontal rods and the longitudinal rods are arranged in a mode of being intersected with each other, the horizontal rods and the longitudinal rods are evenly distributed, the bottom ends of the longitudinal rods are in a taper shape, through holes matched with the longitudinal rods are formed in one side, close to a river, of the upper surface of the mounting plate, and the inclination of the through holes is the same as that of one side, close to the river, of the retaining wall.
Through adopting above-mentioned technical scheme, a plurality of transverse bars and vertical pole intercrossing set up, and the inside of mounting panel is inserted to the bottom of vertical pole, can make reinforced portion fix the bottom of retaining wall, and the vertical pole can not drop from the inside of mounting panel, and is more stable to the fixed of retaining wall.
Optionally, the connecting portion include fixed cover of multiunit and fixed connection in the connecting rod of fixed cover one side, fixed cover with set up swing joint between the transverse rod at top.
Through adopting above-mentioned technical scheme, be swing joint between fixed cover and the transverse bar to can adjust the angle between reinforced portion and the connecting portion, make supporting construction can adjust along with retaining wall's structure, improve supporting construction to retaining wall's fixed fastness.
Optionally, the limiting part comprises a vertically arranged plug board and a transverse plate fixedly connected to the plug board, the transverse plate and the plug board are arranged in a mutually perpendicular mode, the plug board extends to the inside of a river bank, and the plug board and the connecting rod are detachably connected with one end, far away from the fixing sleeve, of the connecting rod.
Through adopting above-mentioned technical scheme, be connected connecting rod and plugboard, in the plugboard inserted the river bank, be provided with the diaphragm on the plugboard, can make the plugboard atress more balanced through the diaphragm, improve the installation stability of spacing portion.
Optionally, a plurality of groups of first through holes matched with the connecting rods are formed in the plugboard, a plurality of groups of threaded holes perpendicular to the first through holes are formed in the transverse plate, the first through holes are communicated with the threaded holes, screws are arranged inside the threaded holes, and the screws are used for fixing the connecting rods.
Through adopting above-mentioned technical scheme, fix the connecting rod through setting up the screw to can make and fix between connecting rod and the plugboard, can fix the connecting rod when making the plugboard insert the river bank in, thereby make the top position of reinforcing portion confirm, improve the fixed effect of reinforcing portion to retaining wall.
Optionally, one end of the connecting rod, which is close to the insertion plate, extends into the first through hole, the connecting rod is provided with a plurality of second through holes matched with the screws, and the plurality of second through holes are distributed along the length direction of the connecting rod.
Through adopting above-mentioned technical scheme, make it insert the connecting rod through rotating the screw in the different second through-holes to can adjust the position between connecting rod and the plugboard, make spacing portion install in the more firm place on the river bank, thereby make the reinforcement portion connect fastening more, it is better to the fixed effect of retaining wall.
Optionally, the retaining wall is formed with a slope on both the side facing the bank and the side facing the river.
Through adopting above-mentioned technical scheme, when being close to bank one side to the retaining wall and filling soil, the mounting panel is pushed down to soil, makes the structure of retaining wall more stable, and the retaining wall receives the pressure of water to increase gradually towards one side of river, can improve the intensity of retaining wall.
In summary, the present application includes at least the following advantageous technical effects:
1. the retaining wall is characterized in that a supporting structure is arranged outside the retaining wall, a reinforcing part in the supporting structure is arranged on one side, close to a river, of the retaining wall, a connecting part is arranged at the top end of the reinforcing part, a limiting part is arranged at one end, far away from the reinforcing part, of the connecting part, and the limiting part is fixed on the river bank, so that the supporting structure is arranged in a semi-surrounding state on the retaining wall, the firmness of the retaining wall can be improved, and the retaining wall is not easy to loosen and topple over;
2. the retaining wall is arranged in a quadrangular frustum pyramid shape, so that the gravity center of the retaining wall is lower, the contact area between the retaining wall and the ground is increased by the mounting plate arranged at the bottom of the retaining wall, the stability of the retaining wall during mounting is improved, slopes are arranged on two sides of the retaining wall, and the strength of the retaining wall is improved by the pressure of the retaining wall and water;
3. can be fixed in the river bank with the one end that the reinforcing portion was kept away from to the connecting rod through setting up spacing portion, and can make the screw insert the second through-hole of difference on the connecting rod, can adjust the position between connecting rod and the plugboard, make spacing portion install the place that more stabilizes on the river bank to make the reinforcing portion connect fastening more, it is better to the fixed effect of retaining wall.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
Fig. 2 is an enlarged schematic view of a portion a of fig. 1.
Fig. 3 is a schematic front view of the structure of the embodiment of the present application.
Reference numerals: 1. river banks; 2. a retaining wall; 3. a river; 4. filling a soil layer; 5. a support structure; 51. a reinforcing part; 511. a transverse bar; 512. a longitudinal rod; 52. a connecting portion; 521. fixing a sleeve; 522. a connecting rod; 53. a limiting part; 531. a plugboard; 532. a transverse plate; 6. mounting a plate; 7. and (4) screws.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses dash retaining wall that husky floodgate both sides have supporting construction. Referring to fig. 1-3, a retaining wall 2 having a supporting structure 5 on both sides of a sand sluicing gate includes a retaining wall 2 disposed on one side of a river bank 1, the retaining wall 2 is a prefabricated reinforced concrete wall, and the retaining wall 2 has a quadrangular frustum pyramid shape, so that the center of gravity of the retaining wall 2 is low, and the stability of the retaining wall 2 during installation is improved, one side of the retaining wall 2, which is away from the river bank 1, contacts with the river 3, a soil filling layer 4 is disposed between the retaining wall 2 and the river bank 1, a gap between the retaining wall 2 and the river bank 1 is filled up by the soil filling layer 4, a mounting plate 6 is poured on the bottom of the retaining wall 2, the area of the mounting plate 6 is larger than the area of the bottom of the retaining wall 2, the contact area of the retaining wall 2 with the ground is improved, so that the retaining wall 2 is more stably placed during installation, slopes are formed on both sides of the retaining wall 2 facing the river bank 1 and the river bank 3, so that when the retaining wall 2 is filled up on the side close to the river bank 1, the mounting panel 6 is pushed down to soil, makes retaining wall 2's structure more stable, and retaining wall 2 receives the pressure of water to increase gradually towards one side of river 3, can improve retaining wall 2's intensity.
Referring to fig. 1 and 3, a retaining wall 2 is externally provided with a supporting structure 5, the supporting structure 5 includes three parts of a reinforcing part 51, a connecting part 52 and a limiting part 53, wherein the reinforcing part 51 is arranged on one side of the retaining wall 2 close to a river 3, the reinforcing part 51 includes a plurality of transverse rods 511 and longitudinal rods 512, the transverse rods 511 are horizontally arranged, the longitudinal rods 512 and the transverse rods 511 are arranged in a crossed manner, the transverse rods 511 and the longitudinal rods 512 are uniformly distributed, the bottom ends of the longitudinal rods 512 are tapered, the upper surface of the mounting plate 6 close to the river 3 is provided with through holes with the same number as the longitudinal rods 512, the through holes are matched with the longitudinal rods 512, the through holes are obliquely arranged, the slope of the through holes is the same as that of the side of the retaining wall 2, when the reinforcing part 51 is mounted on the retaining wall 2, the bottom ends of the longitudinal rods 512 extend out of the through holes, the bottom of the longitudinal rods 512 is inserted into the soil, so that the reinforcing part 51 can fix the bottom of the retaining wall 2, the vertical rod 512 does not fall off from the inside of the mounting plate 6, and is stably fixed to the retaining wall 2.
Referring to fig. 1-3, the connecting portion 52 includes a plurality of sets of fixing sleeves 521 and connecting rods 522 welded to outer walls of the fixing sleeves 521, the fixing sleeves 521 are sleeved outside the uppermost transverse rod 511, the connecting rods 522 are provided with a plurality of second through holes distributed along a length direction of the connecting rods 522, the second through holes are perpendicular to the connecting rods 522, the limiting portion 53 is disposed at one end of the connecting portion 52 away from the reinforcing portion 51, the limiting portion 53 includes a plug board 531 and a transverse board 532 welded to a top of the plug board 531, the transverse board 532 is perpendicular to the plug board 531, the plug board 531 is embedded inside the river bank 1, the plug board 531 and one end of the connecting rods 522 away from the fixing sleeves 521 are detachably connected, the plug board 531 is provided with first through holes having the same number as the connecting rods 522, the first through holes are adapted to the connecting rods 522, the transverse board 532 is provided with threaded holes having the same number as the first through holes, the screw hole all with perpendicular setting between the first through-hole, and first through-hole is linked together with the screw hole, the inside threaded connection of screw hole has screw 7, make connecting rod 522's rigidity through rotating screw 7, the one end that is close to plugboard 531 on the connecting rod 522 extends the inside of first through-hole, and set up a plurality of second through-holes with screw 7 looks adaptation on the connecting rod 522, the second through-hole is straight line along connecting rod 522's length direction and distributes, the second through-hole all with connecting rod 522 between mutually perpendicular, make it insert in the different second through-hole on the connecting rod 522 through rotating screw 7, thereby can adjust the position between connecting rod 522 and the plugboard 531, make spacing portion 53 install more firm place on river bank 1, thereby make reinforcing portion 51 connect the fastening more.
The implementation principle of the retaining wall that the sandbreak both sides of this application embodiment have supporting construction does: when this retaining wall 2 sets up, dig the foundation ditch earlier, pass through the bolt mounting with retaining wall 2 on mounting panel 6, place mounting panel 6 in the inside of foundation ditch, fill out soil in to the soil filling layer 4, insert the bottom of longitudinal rod 512 in the through-hole on mounting panel 6 again, the bottom of longitudinal rod 512 is inserted in soil, rotate connecting rod 522 again, make the dwang level set up, be connected spacing portion 53 and connecting rod 522, adjust spacing portion 53 and make spacing portion 53 be in suitable position, bury spacing portion 53 in river bank 1 underground, thereby realize consolidating through supporting construction 5 to retaining wall 2.
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 dash retaining wall that husky floodgate both sides have supporting construction, including setting up in retaining wall (2) of river bank (1) one side, just the opposite side contact river (3) of retaining wall (2), be provided with between retaining wall (2) and river bank (1) fill layer (4), its characterized in that: the outside of retaining wall (2) is provided with supporting construction (5), supporting construction (5) are including reinforced portion (51), connecting portion (52) and spacing portion (53), reinforced portion (51) set up in retaining wall (2) and are close to one side of river (3), connecting portion (52) swing joint is in the top of reinforced portion (51), spacing portion (53) set up in connecting portion (52) keep away from the one end of reinforced portion (51), just spacing portion (53) are fixed to be set up on river bank (1).
2. A retaining wall with supporting structures on both sides of a sand sluicing gate according to claim 1, wherein: retaining wall (2) are prefabricated reinforced concrete wall, just retaining wall (2) are four prismatic table shapes, the bottom fixedly connected with mounting panel (6) of retaining wall (2), the area of mounting panel (6) is greater than the bottom area of retaining wall (2).
3. A retaining wall with supporting structures on both sides of a sand sluicing gate according to claim 2, characterized in that: the reinforcing part (51) comprises a plurality of horizontal rods (511) and longitudinal rods (512) which are arranged to be crossed with the horizontal rods (511), the horizontal rods (511) and the longitudinal rods (512) are uniformly distributed, the bottom ends of the longitudinal rods (512) are in a taper shape, through holes matched with the longitudinal rods (512) are formed in one side, close to the river (3), of the upper surface of the mounting plate (6), and the slope of the through holes is the same as that of one side, close to the river (3), of the retaining wall (2).
4. A retaining wall with supporting structures on both sides of a sand sluicing gate according to claim 1, wherein: the connecting part (52) comprises a plurality of groups of fixing sleeves (521) and connecting rods (522) fixedly connected to one side of the fixing sleeves (521), and the fixing sleeves (521) are movably connected with transverse rods (511) arranged at the tops.
5. A retaining wall with supporting structures on two sides of a sand sluicing gate according to claim 4, characterized in that: spacing portion (53) are including pinboard (531) and the diaphragm (532) of fixed connection on pinboard (531) of vertical setting, just be mutually perpendicular setting between diaphragm (532) and pinboard (531), pinboard (531) extend the inside of river bank (1), fixed cover (521) one end releasable connection is kept away from with connecting rod (522) to pinboard (531).
6. A retaining wall with supporting structures on two sides of a sand sluicing gate according to claim 5, characterized in that: the plug board (531) is provided with a plurality of groups of first through holes matched with the connecting rods (522), the transverse plate (532) is provided with a plurality of groups of threaded holes perpendicular to the first through holes, the first through holes are communicated with the threaded holes, screws (7) are arranged inside the threaded holes, and the screws (7) are used for fixing the connecting rods (522).
7. A retaining wall with supporting structures on two sides of a sand sluicing gate according to claim 6, characterized in that: one end of the connecting rod (522), which is close to the insertion plate (531), extends into the first through hole, a plurality of second through holes matched with the screws (7) are formed in the connecting rod (522), and the second through holes are distributed along the length direction of the connecting rod (522).
8. A retaining wall with supporting structures on both sides of a sand sluicing gate according to claim 1, wherein: the retaining wall (2) is provided with slopes on one side facing the river bank (1) and one side facing the river (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120218820.3U CN214363266U (en) | 2021-01-26 | 2021-01-26 | Retaining wall with supporting structures on two sides of sand sluicing gate |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120218820.3U CN214363266U (en) | 2021-01-26 | 2021-01-26 | Retaining wall with supporting structures on two sides of sand sluicing gate |
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| CN214363266U true CN214363266U (en) | 2021-10-08 |
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| CN202120218820.3U Active CN214363266U (en) | 2021-01-26 | 2021-01-26 | Retaining wall with supporting structures on two sides of sand sluicing gate |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114541317A (en) * | 2022-03-09 | 2022-05-27 | 杭州煌伟市政工程有限公司 | River channel revetment reinforcing structure and construction method |
| CN114875849A (en) * | 2022-06-15 | 2022-08-09 | 江苏省交通工程集团有限公司 | River channel revetment reinforcing device and reinforcing method thereof |
-
2021
- 2021-01-26 CN CN202120218820.3U patent/CN214363266U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114541317A (en) * | 2022-03-09 | 2022-05-27 | 杭州煌伟市政工程有限公司 | River channel revetment reinforcing structure and construction method |
| CN114541317B (en) * | 2022-03-09 | 2023-11-28 | 杭州煌伟市政工程有限公司 | River course revetment reinforcing structure and construction method |
| CN114875849A (en) * | 2022-06-15 | 2022-08-09 | 江苏省交通工程集团有限公司 | River channel revetment reinforcing device and reinforcing method thereof |
| CN114875849B (en) * | 2022-06-15 | 2024-02-20 | 江苏省交通工程集团有限公司 | River course revetment reinforcing device and reinforcing method thereof |
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