CN211596810U - Foundation ditch stagnant water curtain reinforcement structure - Google Patents
Foundation ditch stagnant water curtain reinforcement structure Download PDFInfo
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- CN211596810U CN211596810U CN202020029639.3U CN202020029639U CN211596810U CN 211596810 U CN211596810 U CN 211596810U CN 202020029639 U CN202020029639 U CN 202020029639U CN 211596810 U CN211596810 U CN 211596810U
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Abstract
The utility model relates to a foundation ditch stagnant water curtain reinforcement structure, it includes foundation ditch, concrete pile and anchor rope, the anchor rope is fixed in the foundation ditch, the lateral wall of concrete pile is provided with a plurality ofly to the stiffening plate, and is every right stiffening plate intercrossing, a plurality of right stiffening plate end to end is every right the cross section of stiffening plate is equipped with the anchor head, and is a plurality of right stiffening plate end to end junction is equipped with the anchor head, the anchor rope passes the stiffening plate and can dismantle the connection in the anchor head, the concrete pile lateral wall of foundation ditch corner department is provided with the scute, the scute with be equipped with the company's board between the stiffening plate, company's board one end is connected in the scute, the company's board other end is connected in the stiffening. The utility model discloses have the effect that improves the reinforcement effect.
Description
Technical Field
The utility model relates to a foundation ditch waterproof engineering field especially relates to a foundation ditch stagnant water curtain reinforcement structure.
Background
The waterproof curtain refers to a concept and is a general name of a waterproof series at the periphery of an engineering main body. The continuous water stopping body is used for preventing or reducing groundwater on the side wall of the foundation pit and the bottom of the foundation pit from flowing into the foundation pit and being adopted.
For example, chinese patent with publication number CN209082532U discloses a fender post structure of a waterproof curtain wall, which includes a plain concrete pile and a reinforced concrete pile, wherein steel plates are disposed on side walls of the plain concrete pile and the reinforced concrete pile, anchor heads are disposed on side surfaces of the steel plates, and anchor cables are disposed in the anchor heads, and pull the steel plates through the anchor cables, so as to reduce the possibility of inward side turning of the inner wall of a foundation pit.
In the above-mentioned patent, receive the anchor rope pulling force and hold the concrete pile of foundation ditch lateral wall through single straight long steel sheet, its reinforcement effect is not good.
SUMMERY OF THE UTILITY MODEL
To the not enough of existence among the above-mentioned prior art, the utility model aims at providing a foundation ditch stagnant water curtain reinforcement structure aims at carrying out the reinforcement to foundation ditch stagnant water curtain through many stiffening plates, improves the reinforcement effect.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme: the utility model provides a foundation ditch stagnant water curtain reinforcement structure, includes foundation ditch, concrete pile and anchor rope, and the anchor rope is fixed in the foundation ditch, the lateral wall of concrete pile is provided with a plurality ofly to the stiffening plate, and is every right stiffening plate intercrossing, a plurality ofly right the stiffening plate end to end is every right the intersection of stiffening plate is equipped with the anchor head, and is a plurality of right stiffening plate end to end junction also is equipped with the anchor head, the anchor rope passes the stiffening plate and can dismantle to be connected in the anchor head, the concrete pile lateral wall of foundation ditch corner department is provided with the corner board, the corner board with be equipped with the company's board between the stiffening plate, company's board one end is connected in the corner board, the company's board.
Through adopting above-mentioned technical scheme, every to stiffening plate intersection and a plurality of stiffening plate end to end connection department are equipped with the anchor head, and the anchor head is taut by the anchor rope to hold the stiffening plate from this, the stiffening plate reinforces the stagnant water curtain of concrete pile. Carry out the reinforcement to foundation ditch stagnant water curtain through many stiffening plates, the reinforcement scope is bigger, and the reinforcement effect is better. The stiffening plate is connected through linking the board with the scute, forms confined structure, further improves the reinforcement effect.
The utility model discloses further set up to: the side wall in the middle of the reinforcing plate is provided with a central groove, and the depth of the central groove is half of the thickness of the reinforcing plate.
Through adopting above-mentioned technical scheme, the middle part of two stiffening plates of intercrossing is gone into the central slot of each other mutually, and the stiffening plate crossing atress is even, and the reinforcement effect is stable.
The utility model discloses further set up to: the central groove is square.
Through adopting above-mentioned technical scheme, the central slot of square makes intercrossing's stiffening plate spacing each other, and the reinforcement structure is more stable.
The utility model discloses further set up to: the utility model discloses a concrete pile, including stiffening plate, sideboard, stiffening plate, reinforcing plate, sideboard and stiffening plate, stiffening plate both ends an organic whole is equipped with the sideboard, the one side parallel and level of concrete pile is kept away from to the sideboard of stiffening plate one end and stiffening plate, the sideboard of the stiffening plate other end and one side parallel and level that the stiffening plate is close to concrete pile, sideboard thickness is the half of stiffening plate thickness.
Through adopting above-mentioned technical scheme, adjacent two pairs the sideboard overlap joint of stiffening plate is more level and smooth together, and stiffening plate end to end connection part atress is even, and the reinforcement effect is stable.
The utility model discloses further set up to: the side plate is square.
Through adopting above-mentioned technical scheme, the mutual overlap joint of sideboard of square makes stiffening plate end to end's structure more stable.
The utility model discloses further set up to: the corner plate is provided with a connecting groove, one end of the connecting plate connected with the corner plate is installed in the connecting groove in a plug-in mode, a connecting through hole is formed in the bottom of the connecting groove, a connecting screw hole is formed in the position, corresponding to the connecting through hole, of the connecting plate, and the connecting plate is fixed in the connecting groove through screws.
Through adopting above-mentioned technical scheme, the connecting plate passes through the fix with screw in the spread groove for the corner board is connected to the link plate more firm, improves the reinforcement effect of corner board to foundation ditch corner concrete pile.
The utility model discloses further set up to: the end part of the connecting plate connected with the reinforcing plate is in the shape of an isosceles right triangle.
Through adopting above-mentioned technical scheme, the tip that the stiffening plate is connected to the company board is isosceles right triangle for the structure that the stiffening plate is connected to company board is more stable.
The utility model discloses further set up to: the corner plate comprises two corner plates which are hinged with each other.
Through adopting above-mentioned technical scheme, thereby the long limit of two commentaries on classics boards is articulated to make the corner board can adjust the corner of the different angles of flare angle size adaptation foundation ditch.
Drawings
Fig. 1 is a view of the overall structure of the present invention.
Fig. 2 is a structural view of the middle reinforcing plate of the present invention.
Fig. 3 is a structural view of the transfer angle plate of the present invention.
Fig. 4 is a structural view of the middle connecting plate of the present invention.
In the figure, 1, a foundation pit; 2. concrete piles; 3. an anchor head; 4. a reinforcing plate; 41. a side plate; 42. a central slot; 5. connecting plates; 51. a connecting screw hole; 6. corner plates; 61. rotating the plate; 611. connecting grooves; 612. a connecting through hole; 7. a fixing plate; 71. a slot hole.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, the foundation pit waterproof curtain reinforcement structure provided by the present invention includes a foundation pit 1 and a concrete pile 2; concrete pile 2 sets up around foundation ditch 1 profile a week, and the mounting hole that inclines down to in the foundation ditch 1 has been seted up on concrete pile 2 surface, and the mounting hole internal fixation has the anchor rope.
Referring to fig. 1 and 2, each inner side wall of the foundation pit 1 is provided with a plurality of pairs of reinforcing plates 4, each pair of reinforcing plates 4 are mutually crossed, and the plurality of pairs of reinforcing plates 4 are connected end to end. The middle part of the reinforcing plate 4 is provided with a central groove 42, the central groove 42 is square, the depth of the central groove 42 is half of the thickness of the reinforcing plate 4, and the middle part of the bottom of the central groove 42 is provided with a through hole for an anchor cable to pass through. The middle parts of the two reinforcing plates 4 which are mutually crossed are mutually clamped into the central groove 42 of the other reinforcing plate, the cross part of the two reinforcing plates 4 is provided with an anchor head 3, and the anchor cable penetrates through the through hole at the cross part of the two reinforcing plates 4 and is fixed on the anchor head 3. 4 both ends of stiffening plate an organic whole are equipped with sideboard 41, and the sideboard 41 of 4 one ends of stiffening plate is kept away from one side parallel and level of concrete pile 2 with stiffening plate 4, and sideboard 41 and the one side parallel and level that stiffening plate 4 is close to concrete pile 2 of the 4 other ends of stiffening plate, and sideboard 41 is the square, and the thickness of sideboard 41 is half of 4 thicknesses of stiffening plate, and the through-hole that supplies the anchor rope to pass is seted up at sideboard 41 middle part. The side plates 41 of two adjacent pairs of reinforcing plates 4 are mutually lapped together, the lapping parts of the two reinforcing plates 4 are provided with anchor heads 3, and the anchor cables penetrate through the through holes at the lapping parts of the two reinforcing plates 4 and are fixed on the anchor heads 3.
Referring to fig. 1 and 3, the side wall of the concrete pile 2 is further provided with a corner plate 6, and the corner plate 6 is located at a corner of the foundation pit 1. The corner plate 6 is connected with a fixing plate 7 at one end far away from the bottom of the foundation pit 1, the fixing plate 7 is provided with a groove hole 71, and the extending direction of the groove hole 71 is the same as the length direction of the fixing plate 7. The corner plate 6 comprises two corner plates 61, and the two corner plates 61 are hinged. The top of the rotating plate 61 is provided with a threaded hole, a screw is arranged in the threaded hole, the screw passes through the slotted hole 71 to fixedly connect the fixing plate 7 with the two rotating plates 61, and meanwhile, the fixing plate 7 fixes the opening angle of the rotating angle plate 6.
Referring to fig. 1 and 4, a link plate 5 is provided between the rotating plate 61 and the reinforcing plate 4 adjacent to the rotating plate 61. One side of the rotating plate 61 close to the concrete pile 2 is provided with a connecting groove 611, one end of the connecting plate 5 is inserted into the connecting groove 611, the other end of the connecting plate 5 is connected with the reinforcing plate 4, the bottom of the connecting groove 611 is provided with a connecting through hole 612, the connecting plate 5 is provided with a connecting screw hole 51 corresponding to the connecting through hole 612, and the connecting plate 5 is fixed in the connecting groove 611 through a screw; the end part of the connecting plate 5 connected with the reinforcing plate 4 is in the shape of an isosceles right triangle, the connecting part of the connecting plate 5 and the reinforcing plate 4 is provided with a through hole for an anchor rope to pass through, the connecting part of the connecting plate 5 and the reinforcing plate 4 is provided with an anchor head 3, and the anchor rope passes through the through holes of the connecting plate 5 and the side plate 41 and is fixed on the anchor head 3.
The implementation principle of the specific embodiment is as follows: every 4 intersections of stiffening plate and a plurality of 4 end-to-end junctions of stiffening plate are equipped with anchor head 3, and anchor head 3 receives the anchor rope taut to hold stiffening plate 4 from this, stiffening plate 4 reinforces the stagnant water curtain of concrete pile 2. Carry out the reinforcement through many stiffening plates 4 to foundation ditch stagnant water curtain, the reinforcement scope is bigger, and the reinforcement effect is better. The reinforcing plate 4 is connected with the corner plate 6 through the connecting plate 5 to form a closed structure, so that the reinforcing effect is further improved.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. A foundation pit waterproof curtain reinforcing structure comprises a foundation pit (1), concrete piles (2) and anchor cables, the anchor cable is fixed in the foundation pit (1), the side wall of the concrete pile (2) is provided with a plurality of pairs of reinforcing plates (4), each pair of reinforcing plates (4) are mutually crossed, the plurality of pairs of reinforcing plates (4) are connected end to end, an anchor head (3) is arranged at the crossed part of each pair of reinforcing plates (4), and anchor heads (3) are arranged at the head-to-tail connection parts of the plurality of pairs of reinforcing plates (4), the anchor cable penetrates through the reinforcing plate (4) and is detachably connected with the anchor head (3), corner plates (6) are arranged on the side walls of the concrete piles (2) at the corners of the foundation pit (1), a connecting plate (5) is arranged between the corner plate (6) and the reinforcing plate (4), one end of the connecting plate (5) is connected with the corner plate (6), and the other end of the connecting plate (5) is connected with the reinforcing plate (4).
2. The foundation pit waterproof curtain reinforcing structure as claimed in claim 1, wherein: the side wall in the middle of the reinforcing plate (4) is provided with a central groove (42), and the depth of the central groove (42) is half of the thickness of the reinforcing plate (4).
3. The foundation pit waterproof curtain reinforcing structure as claimed in claim 2, wherein: the central slot (42) is square.
4. The foundation pit waterproof curtain reinforcing structure as claimed in claim 1, wherein: reinforcing plate (4) both ends an organic whole is equipped with sideboard (41), one side parallel and level that concrete pile (2) were kept away from with reinforcing plate (4) sideboard (41) of reinforcing plate (4) one end, sideboard (41) and reinforcing plate (4) of the reinforcing plate (4) other end are close to one side parallel and level of concrete pile (2), sideboard (41) thickness is half of reinforcing plate (4) thickness.
5. The foundation pit waterproof curtain reinforcing structure as claimed in claim 4, wherein: the side plate (41) is square.
6. The foundation pit waterproof curtain reinforcing structure as claimed in claim 1, wherein: the corner plate (6) is provided with a connecting groove (611), and the connecting plate (5) is fixed in the connecting groove (611) through a screw.
7. The foundation pit waterproof curtain reinforcing structure as claimed in claim 6, wherein: the end part of the connecting plate (5) connected with the reinforcing plate (4) is in the shape of an isosceles right triangle.
8. The foundation pit waterproof curtain reinforcing structure as claimed in claim 1, wherein: the corner plate (6) comprises two rotating plates (61), and the long sides of the two rotating plates (61) are hinged with each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020029639.3U CN211596810U (en) | 2020-01-07 | 2020-01-07 | Foundation ditch stagnant water curtain reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020029639.3U CN211596810U (en) | 2020-01-07 | 2020-01-07 | Foundation ditch stagnant water curtain reinforcement structure |
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| Publication Number | Publication Date |
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| CN211596810U true CN211596810U (en) | 2020-09-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202020029639.3U Active CN211596810U (en) | 2020-01-07 | 2020-01-07 | Foundation ditch stagnant water curtain reinforcement structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627193A (en) * | 2020-12-26 | 2021-04-09 | 天津武清建总建设工程集团有限公司 | Deep foundation pit open-cut supporting structure and construction method thereof |
| CN113789802A (en) * | 2021-08-10 | 2021-12-14 | 罗荣 | Clay waterproof curtain wall |
-
2020
- 2020-01-07 CN CN202020029639.3U patent/CN211596810U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627193A (en) * | 2020-12-26 | 2021-04-09 | 天津武清建总建设工程集团有限公司 | Deep foundation pit open-cut supporting structure and construction method thereof |
| CN113789802A (en) * | 2021-08-10 | 2021-12-14 | 罗荣 | Clay waterproof curtain wall |
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