CN214168923U

CN214168923U - Lake limit separates fender for garden engineering

Info

Publication number: CN214168923U
Application number: CN202022894473.4U
Authority: CN
Inventors: 姜韵竹; 刘海先; 宋海卓
Original assignee: Beijing Jingrun Landscaping Engineering Co ltd; Beijing Urban and Rural Construction Group Co Ltd
Current assignee: Beijing Jingrun Landscaping Engineering Co ltd; Beijing Urban and Rural Construction Group Co Ltd
Priority date: 2020-12-03
Filing date: 2020-12-03
Publication date: 2021-09-10
Anticipated expiration: 2030-12-03

Abstract

The application discloses a lake edge baffle for garden engineering, which relates to the technical field of lake edge facilities for garden engineering, and comprises a concrete periphery and a plurality of log piles which are sequentially arranged, wherein the bottom end of one side of the concrete periphery, which is close to the log piles, extends to form a positioning part for positioning the log piles, the cross section of the positioning part is in an L shape with an opening facing the concrete periphery, different log piles are connected in a penetrating way through connecting steel wires along the distribution direction of the different log piles, the connecting steel wires are positioned in the middle positions of the log piles, the bottom ends of the log piles are inserted into the positioning part, one side of the concrete periphery, which is close to the log piles, is provided with a sinking groove, the sinking groove penetrates through the top end of the concrete periphery to form a ladder shape, embedded steel bars extending along the circumferential direction of the concrete periphery are fixedly arranged in the sinking groove, connecting steel bars are arranged between the connecting steel wires and the embedded steel bars, two ends of the connecting steel bars are respectively hooked on the connecting steel wires and the embedded steel bars, concrete is poured in the sinking groove. This application has reduced the effect that causes the emergence of the condition of waterproof layer infiltration because of the connection of log stake.

Description

Lake limit separates fender for garden engineering

Technical Field

The application relates to the technical field of lake limit facilities for garden engineering, in particular to a lake limit baffle for garden engineering.

Background

In the garden engineering, in order to improve the overall effect of the garden landscape and the mutual communication of the garden water systems, a landscape lake is usually laid, or the original lake surface is reprocessed. In the construction process of the garden landscape lake, the connection between the land and the landscape lake is usually required to be enclosed, so that the land and the landscape lake are in a certain separation state to prevent the edge of the land from collapsing and shifting.

The existing lake edge enclosure usually comprises a concrete periphery and a plurality of log piles which are sequentially arranged, in the connection process of the log piles, the log piles are usually fixed on the lake bottom waterproof layer by using steel wires which penetrate through the lake bottom waterproof layer, so that the log piles and the concrete enclosure are attached, but in the actual use process of the connection mode, the steel wires penetrate through the waterproof layer, and the water seepage of the waterproof layer is easy to occur.

SUMMERY OF THE UTILITY MODEL

In order to reduce the emergence because of the waterproof layer infiltration's that the connection of log stake caused the condition, this application provides a lake limit separates fender for garden engineering.

The application provides a lake limit separates and keeps off and adopts following technical scheme for garden engineering:

the utility model provides a lake limit separates fender for garden engineering, includes that concrete periphery and a plurality of log pile of arranging in proper order, the one side bottom that the concrete periphery is close to the log pile extends and has the location portion that is used for the location of log pile, the cross sectional shape of location portion is the opening towards the peripheral L type of concrete, and is different the log pile passes through the connection steel wire through connection along its direction of distribution, the connection steel wire is located the intermediate position of log pile, log pile bottom inserts in the location portion, the concrete periphery is close to one side of log pile and has seted up the heavy groove, the heavy groove runs through concrete periphery top and makes the concrete periphery form the notch cuttype, set firmly the embedded steel bar that extends along concrete peripheral circumference in the heavy groove, set up the connecting reinforcement between connecting steel wire and the embedded steel bar, the both ends of connecting reinforcement hook respectively on connecting steel wire and embedded steel bar, concrete is poured in the sinking groove.

Through adopting above-mentioned technical scheme, when connecting the log stake, insert the log stake bottom in the locating part and fix a position the log stake, through connecting the log stake through connection of steel wire with the difference, locate the one end hook of connecting reinforcement on connecting the steel wire, on the embedded reinforcement was located to the other end hook, realized being connected between log stake and the concrete periphery, accomplish the connection of log stake, reduced because of the emergence of the condition that the waterproof layer seeped water that causes the connection of log stake.

Preferably, the connecting reinforcement includes fixed muscle and removal muscle, connecting steel wire and embedded steel bar are located to fixed muscle and the both ends that remove the muscle back of the body respectively the hook, be provided with between the both ends that fixed muscle is relative with the removal muscle and connect the riser, connect the riser and set firmly in heavy groove, fixed muscle sets firmly on connecting the riser, remove the muscle and slide along connecting reinforcement's length direction and connect in connecting the riser, be provided with the retaining member that is used for removing muscle locking on the riser.

Through adopting above-mentioned technical scheme, at the in-process of log pile actual installation, the distance between the connection steel wire of different positions and the embedded steel bar can appear the deviation of certain degree because the difference of site conditions, because the intensity of connection steel wire and embedded steel bar is great, hardly warp its pulling, the setting of removal muscle is convenient for the staff and finely tunes the length of connecting steel bar through the position of adjustment removal muscle, makes its and the actual distance looks adaptation between connection steel wire and the embedded steel bar.

Preferably, the movable rib penetrates through the connecting vertical plate and is connected with the connecting vertical plate in a sliding manner.

Through adopting above-mentioned technical scheme, realized removing the muscle and being connected the slip between the riser, simple structure is convenient for install.

Preferably, the locking piece comprises a jackscrew in threaded connection with the connecting vertical plate, and the jackscrew abuts against the outer peripheral surface of the moving rib.

By adopting the technical scheme, the jackscrew is rotated to abut against the outer peripheral surface of the movable rib, so that the movable rib is locked.

Preferably, the connection vertical plate is fixedly provided with a connection block, the connection block is provided with a sliding groove along the length direction of the connection steel bar, one end of the movable steel bar close to the fixed steel bar is fixedly provided with a sliding block, and the sliding block is connected in the sliding groove in a sliding manner.

Through adopting above-mentioned technical scheme, realized removing the muscle and being connected the slip between the riser, stability is better.

Preferably, the locking member comprises a locking bolt which is in threaded connection with the sliding block.

Through adopting above-mentioned technical scheme, screw up the locking bolt, with the sliding block locking in the groove that slides, realize the locking to removing the muscle position.

Preferably, the bottom end of the connecting vertical plate is fixedly connected in the sinking groove through an expansion bolt.

Through adopting above-mentioned technical scheme, will connect the riser through expansion bolts and be fixed in heavy groove, structural strength is higher.

Preferably, the two embedded steel bars are fixedly arranged at intervals, and the joints of the connecting steel bars and the two embedded steel bars are respectively wound and fixed through steel wire ropes.

Through adopting above-mentioned technical scheme, the intensity of being connected of connecting reinforcement and embedded steel has been improved.

Preferably, the connecting steel wire penetrates through one side, close to the periphery of the concrete, of the log pile, and two adjacent log piles are tightly attached to each other.

Through adopting above-mentioned technical scheme, reduced the influence of being connected between the coupler body and the connecting wire to the laminating degree between two adjacent log piles.

In summary, the present application includes at least one of the following beneficial technical effects:

1. when the log piles are connected, the bottom ends of the log piles are inserted into the positioning parts to position the log piles, different log piles are connected in a penetrating mode through the connecting steel wires, one ends of the connecting steel bars are hooked on the connecting steel wires, the other ends of the connecting steel bars are hooked on the embedded steel bars, connection between the log piles and the periphery of concrete is achieved, connection of the log piles is completed, and the situation that water seepage of a waterproof layer is caused due to connection of the log piles is reduced;

2. in the actual installation process of the log pile, the distances between the connecting steel wires and the embedded steel bars at different positions may deviate to a certain degree due to different field conditions, the connecting steel wires and the embedded steel bars are difficult to pull and deform due to high strength, and the arrangement of the movable bars facilitates the fine adjustment of the lengths of the connecting steel bars by adjusting the positions of the movable bars by workers, so that the movable bars are matched with the actual distances between the connecting steel wires and the embedded steel bars;

3. the connecting square plate fixes the connecting vertical plate in the sinking groove through the expansion bolt, and the structural strength is higher.

Drawings

Fig. 1 is a schematic overall structure diagram in the first embodiment.

Fig. 2 is a partially enlarged schematic view of a portion a in fig. 1.

Fig. 3 is a schematic view showing the overall structure of the connection structure between the moving rib and the connecting wire in the first embodiment.

Fig. 4 is a partial structural view showing a connection structure between the moving rib and the fixed rib in the second embodiment.

Description of reference numerals: 1. the periphery of the concrete; 11. a positioning part; 12. sinking a groove; 2. a log pile; 21. connecting steel wires; 22. connecting holes; 3. embedding reinforcing steel bars in advance; 31. connecting the vertical rods; 4. connecting reinforcing steel bars; 41. fixing the ribs; 42. moving the ribs; 421. a fixed block; 422. a sliding block; 423. locking the bolt; 43. a hook body; 5. a wire rope; 6. connecting a vertical plate; 61. a reinforcing square plate; 62. an expansion bolt; 63. carrying out top thread; 64. connecting blocks; 641. and (4) sliding grooves.

Detailed Description

The present application is described in further detail below with reference to figures 1-4.

The embodiment of the application discloses a lake limit separates fender for garden engineering.

Example one

Referring to fig. 1, the round timber pile comprises a concrete periphery 1 and a plurality of round timber piles 2 sequentially arranged along the inner side of the concrete periphery 1, wherein the round timber piles 2 are vertically arranged, the end faces of the top ends of the round timber piles 2 are higher than the upper surface of the concrete periphery 1, and the positions, close to each other, of the peripheral surfaces of two adjacent round timber piles 2 are tightly attached to each other.

Peripheral 1 one side bottom that is close to log pile 2 of concrete extends and has location portion 11, location portion 11 is used for fixing a position the placing position of log pile 2, the cross sectional shape of location portion 11 is the L type of opening towards the peripheral 1 of concrete, the inner chamber of location portion 11 is inserted to log pile 2 bottom, the outer peripheral face of log pile 2 and the inside wall of location portion 11 and the peripheral 1 lateral wall contact of orientation log pile 2 of concrete, the bottom terminal surface of log pile 2 and the inner chamber diapire butt of location portion 11.

Different log stake 2 is through the connection steel wire 21 through connection along its direction of distribution, offers the connecting hole 22 that is used for supplying to connect steel wire 21 to penetrate on log stake 2, and connecting hole 22 is located log stake 2 and is close to one side of concrete periphery 1, and connecting wire 21 wears to locate in connecting hole 22.

One side of the concrete periphery 1 close to the log pile 2 is provided with a sinking groove 12, the cross section of the sinking groove 12 is rectangular, and the sinking groove 12 penetrates through the top end of the concrete periphery 1 to enable the concrete periphery 1 to form a ladder shape. Two embedded steel bars 3 are fixedly arranged in the sinking groove 12 at intervals, and the embedded steel bars 3 extend along the circumferential direction of the concrete periphery 1. Set firmly coupling assembling on the diapire of heavy groove 12, coupling assembling has set firmly the multiunit along embedded reinforcement 3's extending direction interval, and arbitrary a set of coupling assembling includes in embedded reinforcement 3 one-to-one's connection pole setting 31, connects in pole setting 31 pre-buried being fixed in heavy groove 12, connects on pole setting 31 top welded fastening is in embedded reinforcement 3, realizes fixed to embedded reinforcement 3.

With reference to fig. 1, 2 and 3, a connecting steel bar 4 for connecting the connecting steel wire 21 and the embedded steel bar 3 is arranged between the connecting steel wire and the embedded steel bar, and the connecting steel bar 4 is horizontally arranged. Connecting reinforcement 4 is including being located the fixed muscle 41 that is close to 3 one side of embedded reinforcement and being located the removal muscle 42 that is close to 2 one sides of log pile, fixed muscle 41 and the both ends that remove muscle 42 back of the body become the coupler body 43 with buckling respectively, the coupler body 43 hook on the fixed muscle 41 is located the outer peripheral face that is located the embedded reinforcement 3 of one side of heavy groove 12 dorsad log pile 2, and fixed muscle 41 sets up the coupler body 43 hook on moving muscle 42 on two embedded reinforcement 3 and locates the position of connecting steel wire 21 between two adjacent log piles 2. In order to increase the connection strength between the fixing rib 41 and the embedded steel bar 3 positioned on one side of the sinking groove 12 close to the log pile 2, a steel wire rope 5 is wound and fixed at the connection part of the fixing rib 41 and the embedded steel bar 3.

Fixed muscle 41 is close to the one end fixedly connected with connection riser 6 that removes muscle 42, connects riser 6 along vertical setting, connects 6 bottom fixedly connected with enhancement square plate 61 of riser, and the lower surface butt of strengthening square plate 61 is in the upper surface of heavy groove 12, strengthens square plate 61 through a plurality of expansion bolts 62 fixed connection in the diapire of heavy groove 12. The movable rib 42 is located right above the fixed rib 41, and one end of the movable rib 42 close to the fixed rib 41 penetrates through the connecting vertical plate 6 and is connected with the connecting vertical plate 6 in a sliding manner. The top end of the connecting vertical plate 6 is in threaded connection with a jackscrew 63 arranged along the vertical direction, and the bottom end of the jackscrew 63 is in threaded connection with the outer peripheral surface of the movable rib 42 to compress and fix the movable rib 42.

In the in-process of 2 actual installations of log pile, the distance between the connecting wire 21 of different positions and the embedded steel bar 3 may appear the deviation of certain degree because the difference of site conditions, because the intensity of connecting wire 21 and embedded steel bar 3 is great, it is difficult to warp its pulling, when the staff is carrying out the connection of connecting steel bar 4, the pulling removes muscle 42 and makes the hook 43 hook that removes on the muscle 42 locate on connecting wire 21, rethread jackscrew 63 will remove muscle 42 locking fixed, the staff of being convenient for finely tunes the length of connecting steel bar 4 through the position of adjusting removal muscle 42, make its and the actual distance looks adaptation between connecting wire 21 and the embedded steel bar 3.

Concrete is poured into the sinking groove 12, and the concrete is used for filling the sinking groove 12 and simultaneously enhancing the connection strength between the log pile 2 and the concrete periphery 1.

The embodiment of the application provides an implementation principle that lake limit separates and keeps off for garden engineering does:

when connecting the round timber piles 2, the bottom ends of the round timber piles 2 are inserted into the positioning parts 11 to position the round timber piles 2, different round timber piles 2 are connected in a penetrating way through the connecting steel wires 21, the fixed ribs 41 are erected on the two embedded steel bars 3, the hook bodies 43 on the fixed ribs 41 are hooked on the embedded steel bars 3 positioned on one side of the sinking groove 12 opposite to the round timber piles 2, the fixed ribs 41 and the embedded steel bars 3 positioned on one side of the sinking groove 12 close to the round timber piles 2 are wound through the steel wire ropes 5 to strengthen the connection strength between the fixed ribs 41 and the embedded steel bars 3, the hook bodies 43 on the movable ribs 42 are hooked at the positions of the connecting steel wires 21 between the two adjacent round timber piles 2, and the movable ribs 42 are pressed and fixed through the jacking wires 63, so that the connection between the round timber piles 2 and the concrete periphery 1 is realized, the occurrence of the situation of the waterproof layer caused by the connection of the round timber piles 2 is reduced, and after the round timber piles 2 are connected, pouring concrete into the sinking grooves 12 to fill the sinking grooves 12, completing the construction of the lake edge fence, and finally paving a garden soil layer on the top ends of the concrete peripheries 1.

Example two

Referring to fig. 4, the lake partition for garden engineering is different from embodiment 1 in that a connecting block 64 is fixedly connected to the top end of a connecting vertical plate 6, and the connecting block 64 is a rectangular block arranged along the length direction of a connecting reinforcement 4. The upper surface of the connecting block 64 is provided with a sliding groove 641, the sliding groove 641 is arranged along the length of the connecting block 64, the sliding groove 641 penetrates through two side walls of the connecting block 64 in the length direction, and the cross section of the sliding groove 641 is in an inverted T shape. One end of the moving rib 42 close to the fixing rib 41 is fixedly connected with a fixing block 421, the fixing block 421 is fixedly connected with a sliding block 422 matched with the sliding groove 641, and the sliding block 422 is embedded in the sliding groove 641 and is connected with the sliding groove 641 in a sliding manner. Threaded connection has locking bolt 423 on the sliding block 422, and locking bolt 423 is along vertical setting, and locking bolt 423 bottom butt is on the inner chamber diapire of groove 641 slides, screws up locking bolt 423, realizes compressing tightly fixedly to the locking block.

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 lake limit separates fender for garden engineering, includes that concrete is peripheral (1) and a plurality of log pile (2) of arranging in proper order, its characterized in that: the concrete is peripheral (1) and is close to one side bottom extension of log stake (2) has location portion (11) that is used for location to log stake (2), the cross sectional shape of location portion (11) is the L type of opening orientation concrete is peripheral (1), and is different log stake (2) are through the connection steel wire (21) through connection along its direction of distribution, connection steel wire (21) are located the intermediate position of log stake (2), log stake (2) bottom is inserted in location portion (11), heavy groove (12) have been seted up to one side that concrete is peripheral (1) is close to log stake (2), heavy groove (12) run through concrete periphery (1) top and make concrete periphery (1) form the notch cuttype, set firmly in heavy groove (12) embedded steel bar (3) that extend along the circumference of concrete periphery (1), set up connecting wire (21) and embedded steel bar (3) between set up connecting steel bar (4), the two ends of the connecting steel bars (4) are respectively hooked on the connecting steel wires (21) and the embedded steel bars (3), and concrete is poured in the sinking grooves (12).

2. The lake edge baffle for garden engineering according to claim 1, characterized in that: connecting reinforcement (4) are including fixed muscle (41) and removal muscle (42), connection steel wire (21) and embedded steel bar (3) are located to both ends that fixed muscle (41) and removal muscle (42) carried on the back mutually respectively the hook, be provided with between the both ends that fixed muscle (41) and removal muscle (42) are relative and connect riser (6), connect riser (6) and set firmly in heavy groove (12), fixed muscle (41) set firmly on connecting riser (6), remove muscle (42) and slide along the length direction of connecting reinforcement (4) and connect in connecting riser (6), be provided with the retaining member that is used for removing muscle (42) locking on connecting riser (6).

3. The lake edge baffle for garden engineering according to claim 2, characterized in that: the movable rib (42) penetrates through the connecting vertical plate (6) and is connected with the connecting vertical plate (6) in a sliding mode.

4. The lake edge baffle for garden engineering according to claim 3, characterized in that: the locking piece comprises a jackscrew (63) in threaded connection with the connecting vertical plate (6), and the jackscrew (63) abuts against the outer peripheral surface of the moving rib (42).

5. The lake edge baffle for garden engineering according to claim 2, characterized in that: connect riser (6) and go up to set firmly connecting block (64), sliding groove (641) have been seted up along the length direction of connecting reinforcing bar (4) on connecting block (64), the one end that removes muscle (42) and be close to fixed muscle (41) sets firmly sliding block (422), sliding block (422) slide and connect in sliding groove (641).

6. The lake edge baffle for garden engineering according to claim 4, characterized in that: the locking piece comprises a locking bolt (423) which is in threaded connection with the sliding block (422).

7. The lake edge baffle for garden engineering according to claim 2, characterized in that: the bottom end of the connecting vertical plate (6) is fixedly connected in the sinking groove (12) through an expansion bolt (62).

8. The lake edge baffle for garden engineering according to claim 1, characterized in that: two embedded steel bars (3) are fixedly arranged at intervals, and the joints of the connecting steel bars (4) and the two embedded steel bars (3) are wound and fixed through steel wire ropes (5).

9. The lake edge baffle for garden engineering according to claim 1, characterized in that: the connecting steel wire (21) penetrates through one side, close to the concrete periphery (1), of each log pile (2), and every two adjacent log piles (2) are tightly attached to each other.