CN217203839U

CN217203839U - Concrete buried pile structure for flood prevention revetment

Info

Publication number: CN217203839U
Application number: CN202220219840.7U
Authority: CN
Inventors: 柳苏
Original assignee: Shanghai Chongming Water Conservancy Engineering Co ltd
Current assignee: Shanghai Chongming Water Conservancy Engineering Co ltd
Priority date: 2022-01-26
Filing date: 2022-01-26
Publication date: 2022-08-16
Anticipated expiration: 2032-01-26

Abstract

The application discloses flood prevention revetment concrete buries ground stake structure relates to hydraulic engineering technical field, which comprises a base, the first spud pile of bottom one side fixedly connected with of base, the bottom fixedly connected with of first spud pile peg, two second spud piles of one side fixedly connected with of first spud pile are kept away from to the bottom of base, and the equal fixedly connected with mount pad in one side of first spud pile is kept away from to each second spud pile, the polygon through hole has been seted up to one side of mount pad. Insert polygon installation pole in the polygon mounting hole through the mount pad at the second spud pile, embolia the ring cover on polygon installation pole, thereby be convenient for the dismouting of anchor pile, the anchor pile supports fixedly to the second spud pile, improve the fixed ability, improve flood prevention's stability simultaneously, connect first spud pile and second spud pile through the anchor rod, improve the holding power of first spud pile and second spud pile, improve flood prevention's ability, thereby improve the stability of shore protection structure.

Description

Concrete buried pile structure for flood prevention revetment

Technical Field

The application relates to the technical field of hydraulic engineering, in particular to a concrete buried pile structure for flood prevention revetment.

Background

The revetment is used as an important component of water and land connection, is widely applied to water conservancy and water transportation engineering, and along with urban water environment treatment, channel widening and upgrading and coastal city development in recent years, more and more engineering needs to newly build revetments in urban river channels and urban coastal areas, the requirements on the revetments are higher and higher, the requirements on urban flood control are met, and the effects of ecological environmental protection and urban landscape beautification are achieved.

The existing ground pile structure is easy to displace in soft soil, so that the ground pile is unstable, and the shore protection capability is reduced.

SUMMERY OF THE UTILITY MODEL

In order to solve the problem that ground pile takes place to shift easily in comparatively soft soil property, this application provides a flood prevention revetment concrete underground pile structure.

The application provides a flood prevention revetment concrete buries ground stake structure adopts following technical scheme:

the utility model provides a flood prevention revetment concrete buries ground stake structure, includes the base, the first spud pile that the bottom one side fixedly connected with bisymmetry of base set up, the bottom fixedly connected with stake of inserting of first spud pile, two second spud piles of one side fixedly connected with of first spud pile are kept away from to the bottom of base, each the equal fixedly connected with mount pad in one side that first spud pile was kept away from to the second spud pile, the polygon through hole has been seted up to one side of mount pad, the inside swing joint of polygon through hole of mount pad has polygon installation pole, the both ends outside swing joint of polygon installation pole has the ring cover, the outside fixedly connected with anchor pile of ring cover.

Optionally, a limiting groove is formed in one side, close to each other, of the first fixing pile and the second fixing pile, a supporting rod is connected to the inner wall of the limiting groove in a sliding mode, a limiting bolt is connected to one end, corresponding to the supporting rod, of one side of the second fixing pile in a threaded mode, and an inserting rod is connected to one side of the first fixing pile in a movable mode corresponding to the supporting rod.

Optionally, two sides of the supporting rod are matched with the inner wall of the limiting groove.

Optionally, a mounting groove is formed in one side of the first fixing pile, a water baffle is movably mounted inside the mounting groove of the first fixing pile, and a fastening bolt is connected between the water baffle and the first fixing pile through threads.

Optionally, the top of the base is fixedly connected with a guardrail.

Optionally, threaded rods are connected to two ends of the polygonal mounting rod in a threaded manner.

Optionally, the lower ends of the inserted piles and the second fixing piles are of conical structures.

Optionally, one end of the reinforcing pile is of a conical structure.

To sum up, the beneficial effect of this application is as follows:

the polygonal mounting rod is inserted into the polygonal mounting hole of the mounting seat of the second fixing pile, and the ring sleeve is sleeved on the polygonal mounting rod, so that the second fixing pile is conveniently dismounted and fixed through the reinforcing pile, the fixing capacity is improved, the flood prevention stability is improved, the first fixing pile and the second fixing pile are connected through the supporting rod, the supporting force of the first fixing pile and the second fixing pile is improved, and the flood prevention capacity is improved.

Drawings

FIG. 1 is a schematic structural diagram of the present application;

FIG. 2 is a structural rear view of the present application;

fig. 3 is a side view of the structure of the present application.

Description of reference numerals: 1. a guardrail; 2. a base; 3. a water baffle; 4. a first spud pile; 5. fastening a bolt; 6. pile inserting; 7. a second spud pile; 8. a support bar; 9. a limit bolt; 10. a mounting seat; 11. a circular ring sleeve; 12. a threaded rod; 13. reinforcing piles; 14. a limiting groove; 15. inserting a rod; 16. and a polygonal mounting rod.

Detailed Description

The present application is described in further detail below with reference to figures 1-3.

Example (b):

referring to fig. 1 and 2, the embodiment of the application discloses a concrete buried pile structure of flood prevention revetment, including base 2, the first spud pile 4 that two symmetries of bottom one side fixedly connected with of base 2 set up, and first spud pile 4 is consolidated the river bank, and the bottom fixedly connected with of first spud pile 4 inserts stake 6, is convenient for the installation of first spud pile 4 through inserting stake 6. Two second spud piles 7 of one side fixedly connected with of first spud pile 4 are kept away from to the bottom of base 2, and second spud pile 7 is fixed in the river bank soil, and the lower extreme of stake 6 and second spud pile 7 is the tapered structure, and 7 lower extremes of second spud pile are the tapered and are favorable to improving the installation of second spud pile 7. Equal fixedly connected with mount pad 10 in one side that first spud pile 4 was kept away from to each second spud pile 7, the polygon through hole has been seted up to one side of mount pad 10, the inside swing joint of polygon through hole of mount pad 10 has polygon installation pole 16, polygon installation pole 16 inserts in the polygon installation hole, the both ends outside swing joint of polygon installation pole 16 has

ring cover

11, 11 activities of ring cover embolia on polygon installation pole 16, the outside fixedly connected with reinforcement pile 13 of ring cover 11, reinforcement pile 13 is fixed along with ring cover 11, reinforcement pile 13 inclines to insert in the soil, support second spud pile 7, and stability is improved. One end of the reinforcing pile 13 is of a conical structure, threaded rods 12 are connected to two ends of the polygonal mounting rod 16 in a threaded mode, the annular sleeve 11 is limited through the threaded rods 12, and sliding of the annular sleeve 11 is reduced.

Referring to fig. 1 to 3, a limiting groove 14 is formed in one side, close to each other, of each of the first fixing pile 4 and the second fixing pile 7, a supporting rod 8 is slidably connected to the inner wall of the limiting groove 14, and the supporting rod 8 is convenient for supporting and fixing the first fixing pile 4 and the second fixing pile 7, so that the stability of the first fixing pile 4 and the second fixing pile 7 is improved. The two sides of the support rod 8 are matched with the inner walls of the limit grooves 14, one end of the support rod 8 is firstly placed in the limit groove 14 of the second fixing pile 7, the other end of the support rod 8 slides in from the lower end of the limit groove 14 of the first fixing pile 4, and the support rod 8 is moved to the upper end of the limit groove 14. One end threaded connection that one side of second spud pile 7 corresponds bracing piece 8 has spacing bolt 9, and one side of first spud pile 4 corresponds 8 swing joint of bracing piece has inserted

bar

15, and 8 one end of bracing piece that are located on second spud pile 7 are fixed through

spacing bolt

9, and 8 one sides of bracing piece that are located first spud pile 4 carry on spacingly through inserted bar 15, the dismouting of the bracing piece 8 of being convenient for.

Referring to fig. 1 and 3, a guardrail 1 is fixedly connected to the top of the base 2, and the guardrail 1 on the base 2 facilitates protection of flood prevention monitoring personnel during observation. The mounting groove has been seted up to one side of first spud pile 4, and the inside movable mounting of mounting groove of first spud pile 4 has breakwater 3, and breakwater 3 installs in the mounting groove, and breakwater 3 reduces the infiltration of water, improves flood prevention ability, and threaded connection has fastening bolt 5 between breakwater 3 and first spud pile 4, fixes breakwater 3 in the mounting groove of first spud pile 4 through fastening bolt 5.

The implementation principle of a flood prevention revetment concrete buried pile structure of the embodiment of the application is as follows:

in use, a first fixing pile 4 and a second fixing pile 7 under a base 2 are fixed in shore soil, the first fixing pile 4 is fixed conveniently through an inserting pile 6, a water baffle 3 is fixed in a mounting groove of the first fixing pile 4 through a fastening bolt 5, flood prevention capacity is improved, erosion of water is reduced, one end of a support rod 8 is firstly placed in a limiting groove 14 of the second fixing pile 7, the other end of the support rod 8 slides in from the lower end of the limiting groove 14 of the first fixing pile 4, the support rod 8 is moved to the upper end of the limiting groove 14, one end of the support rod 8 positioned on the second fixing pile 7 is fixed through a limiting bolt 9, one side of the support rod 8 positioned on the first fixing pile 4 is limited through an inserting rod 15, the support rod 8 supports the first fixing pile 4 and the second fixing pile 7, stability of the first fixing pile 4 and the second fixing pile 7 is improved, a polygonal mounting rod 16 is inserted into a polygonal mounting hole of a mounting seat 10, the ring sleeve 11 is sleeved on the polygonal mounting rod 16, so that the reinforcing pile 13 is convenient to mount and dismount, the ring sleeve 11 is limited through the threaded rod 12, the sliding of the ring sleeve 11 is reduced, the fixing capacity of the reinforcing pile 13 is improved, the flood prevention stability is improved, and the guardrail 1 on the base 2 is protected when being convenient for flood prevention monitoring personnel to observe.

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

1. The utility model provides a flood prevention revetment concrete underground pile structure, includes base (2), its characterized in that: the utility model discloses a fixing device for fixing a pile, including base (2), the bottom of base (2), the bottom fixedly connected with of base (2) is two first spud piles (4) that the bisymmetry set up, the bottom fixedly connected with of first spud pile (4) is inserted stake (6), two second spud piles (7) of one side fixedly connected with of first spud pile (4) are kept away from to the bottom of base (2), each equal fixedly connected with mount pad (10) in one side of first spud pile (4) are kept away from to second spud pile (7), the polygon through hole has been seted up to one side of mount pad (10), the inside swing joint of polygon through hole of mount pad (10) has polygon installation pole (16), the both ends outside swing joint of polygon installation pole (16) has ring cover (11), the outside fixedly connected with anchor pile (13) of ring cover (11).

2. The flood prevention revetment concrete buried pile structure according to claim 1, characterized in that: spacing groove (14) have been seted up to one side that first spud pile (4) and second spud pile (7) are close to each other, the inner wall sliding connection of spacing groove (14) has bracing piece (8), the one end threaded connection that one side of second spud pile (7) corresponds bracing piece (8) has spacing bolt (9), one side of first spud pile (4) corresponds bracing piece (8) swing joint has inserted bar (15).

3. The flood prevention revetment concrete buried pile structure according to claim 2, characterized in that: the two sides of the supporting rod (8) are matched with the inner wall of the limiting groove (14).

4. The flood prevention revetment concrete buried pile structure according to claim 1, characterized in that: the mounting groove has been seted up to one side of first spud pile (4), the inside movable mounting of mounting groove of first spud pile (4) has breakwater (3), threaded connection has fastening bolt (5) between breakwater (3) and first spud pile (4).

5. The flood prevention revetment concrete buried pile structure according to claim 1, characterized in that: the top of the base (2) is fixedly connected with a guardrail (1).

6. The flood prevention revetment concrete buried pile structure according to claim 1, characterized in that: threaded rods (12) are connected to two ends of the polygonal mounting rod (16) in a threaded mode.

7. The flood prevention revetment concrete buried pile structure according to claim 1, characterized in that: the lower ends of the inserted piles (6) and the second fixing piles (7) are of conical structures.

8. The flood prevention revetment concrete buried pile structure according to claim 1, characterized in that: one end of the reinforcing pile (13) is of a conical structure.