CN213625647U - Building foundation ditch water retaining structure - Google Patents
Building foundation ditch water retaining structure Download PDFInfo
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- CN213625647U CN213625647U CN202022095266.2U CN202022095266U CN213625647U CN 213625647 U CN213625647 U CN 213625647U CN 202022095266 U CN202022095266 U CN 202022095266U CN 213625647 U CN213625647 U CN 213625647U
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- water retaining
- water
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Abstract
The utility model belongs to the technical field of building foundation ditch construction and specifically relates to a building foundation ditch water retaining structure is related to, water retaining structure includes support column, breakwater and manger plate seat, and the support column is provided with two at least, and manger plate seat one end can be dismantled with ground and be connected, and the other end all can be dismantled with two support column one ends and be connected, and the breakwater both ends are fixed through pegging graft between respectively and two support columns. Through connecting retaining seat, support column and breakwater in proper order, form a water retaining structure, this water retaining structure places subaerial outside the foundation ditch, and water retaining structure blocks the rainwater outside the foundation ditch during rainy period, and intensity of labour reduces when the workman builds water retaining structure moreover, and construction period shortens thereupon to reach the purpose that has improved foundation ditch waterproofing work's completion efficiency.
Description
Technical Field
The application relates to the field of construction of building foundation pits, in particular to a water retaining structure of a building foundation pit.
Background
At present, a foundation pit is an earth pit excavated at a foundation design position according to the base elevation and the base plane size. During the construction of the foundation pit in the rainy period, in order to avoid rainwater from flowing into the foundation pit to influence the construction process of the foundation pit, the water retaining work is required to be performed on the building foundation pit in advance.
The existing water retaining work is usually that a plurality of water retaining weirs are built by bricks on the ground outside a foundation pit, and the water retaining weirs have a certain height. A worker sequentially piles a plurality of bricks, after the piles are finished, rainwater abuts against one side, far away from the foundation pit, of the water blocking weir, the water blocking weir blocks the rainwater at one side, far away from the foundation pit, of the water blocking weir, and the rainwater is far away from the foundation pit; after the foundation pit is constructed, the worker moves the bricks in sequence to keep away from the adjacent bricks, so that the water retaining weir is detached.
With respect to the related art among the above, the inventors consider that the following drawbacks exist: when the water retaining weir is prepared by adopting a brick-laying mode, the labor intensity of workers is high, the construction period is long, and the completion efficiency of the foundation pit waterproof work is low.
SUMMERY OF THE UTILITY MODEL
In order to improve the completion efficiency of foundation ditch waterproofing work, this application provides a building foundation ditch water retaining structure.
The application provides a building foundation ditch manger plate structure adopts following technical scheme:
the utility model provides a building foundation ditch water retaining structure, water retaining structure includes support column, breakwater and manger plate seat, and the support column is provided with two at least, and manger plate seat one end can be dismantled with ground and be connected, and the other end all can be dismantled with two support column one ends and be connected, and the breakwater both ends are fixed through pegging graft between respectively and two support columns.
By adopting the technical scheme, the water blocking seat is fixed with the outer ground surface of the foundation pit, then the two support columns are respectively moved to be close to the water blocking seat, so that the two support columns are both fixed with the water blocking seat, and then the water blocking plate is moved, so that the two ends of the water blocking plate are respectively inserted into the two support columns; through connecting retaining seat, support column and breakwater in proper order, form a water retaining structure, this water retaining structure places subaerial outside the foundation ditch, and water retaining structure blocks the rainwater outside the foundation ditch during rainy period, and intensity of labour reduces when the workman builds water retaining structure moreover, and construction period shortens thereupon to reach the purpose that has improved foundation ditch waterproofing work's completion efficiency.
Preferably, the water retaining seat comprises a base plate and a water pressure plate, the base plate and the water pressure plate are horizontally arranged, the side wall of the base plate is fixedly connected with the side wall of the water pressure plate, the bottom end of the base plate is detachably connected with the ground, and the water pressure plate is detachably connected with the supporting column.
By adopting the technical scheme, the water pressure plate is fixedly connected with the base plate, the water pressure plate and the base plate are connected into a whole, the bottom end of the base plate is detachably connected with the ground, the water pressure plate is detachably connected with the support column, and the water blocking seat, the support column and the water blocking plate are sequentially connected when the waterproof structure is built; after the foundation pit building is completed, the water baffle, the support column and the water baffle seat are detached in sequence, and then the water baffle, the support column and the water baffle seat are transported to other required positions to be built again, so that the function that the waterproof structure can be reused is realized.
Preferably, a fixing device is arranged between the bottom end of the base plate and the ground, the fixing device comprises an expansion bolt and a nut, one end of the expansion bolt is fixedly connected with the ground, and the other end of the expansion bolt penetrates through the base plate and then is in threaded connection with the nut.
Through adopting above-mentioned technical scheme, remove the base plate and make the base plate be close to expansion bolts and keep away from ground one end, expansion bolts keeps away from ground one end and passes the base plate, then swivel nut makes nut and expansion bolts threaded connection to realized being connected with dismantling on ground base plate.
Preferably, the support column is connected with a connecting bolt, and one end of the connecting bolt penetrates through the support column and then is in threaded connection with the water pressure plate.
By adopting the technical scheme, the support column is moved to enable the support column to be abutted against the water pressure plate, and then the connecting bolt is rotated to enable one end of the connecting bolt to penetrate through the support column and then be in threaded connection with the water pressure plate; when waterproof construction was demolishd to needs, swivelling joint bolt made connecting bolt keep away from the support column to realized dismantling the connection between support column and the water pressure board.
Preferably, the side of the water pressure plate, which is far away from the base plate, is provided with an inclined surface, and one end of the inclined surface, which is far away from the base plate, inclines towards the direction close to the ground.
Through adopting above-mentioned technical scheme, because the water pressure board is kept away from base plate one side and is set up to the inclined plane, and the inclined plane keeps away from base plate one end and inclines to being close to the ground direction, during rainy period, the inclined plane has reduced the resistance of water pressure board to the rainwater, and accumulational rainwater presses on the water pressure board, and the water pressure board inclined plane is bearing the gravity of rainwater to the stability that water pressure board and ground are connected has been improved.
Preferably, two the support column is close to breakwater one end and has all seted up first inserting groove, and the breakwater both ends insert respectively in two first inserting grooves.
By adopting the technical scheme, the water baffle is moved, so that two ends of the water baffle are respectively inserted into the two first inserting grooves, and the connection between the water baffle and the supporting column is realized; when the water retaining structure needs to be detached, the water retaining plate is moved to be away from the supporting column, so that the convenience of connection and detachment between the water retaining plate and the supporting column is improved.
Preferably, the water baffle is vertically arranged, a containing groove is formed in the top end of the water baffle, a plurality of weight blocks are arranged in the containing groove.
Through adopting above-mentioned technical scheme, remove the ballast piece, make the ballast piece with hold tank bottom wall butt, the ballast piece is placed and is holding the inslot, the ballast piece has increased the gravity of whole waterproof construction to ground, has improved the stability that waterproof construction and ground are connected, makes waterproof construction be difficult for being washed down by the rainwater.
Preferably, a waterproof sealing gasket is arranged in the first inserting groove and fixedly connected with the first inserting groove.
Through adopting above-mentioned technical scheme, because waterproof sealing pad and first inserting groove fixed connection move the breakwater and make the breakwater insert first inserting groove in, the gap between breakwater and the first inserting groove has been reduced to breakwater and waterproof sealing pad butt, and waterproof sealing pad has realized the sealing connection of first inserting groove and breakwater, has improved the stability that support column and breakwater are connected, has improved waterproof construction's waterproof performance simultaneously.
In summary, the present application includes at least one of the following beneficial technical effects:
through the arrangement of the supporting columns, the water baffle and the water blocking seat, the labor intensity is reduced when workers build the water blocking structure, and the construction period is shortened, so that the aim of improving the finishing efficiency of the foundation pit waterproof work is fulfilled;
through the arrangement of the fixing device, the detachable connection of the substrate and the ground is realized;
through the setting of ballast piece, improved the stability that waterproof construction and ground are connected, made waterproof construction be difficult for being washed down by the rainwater.
Drawings
FIG. 1 is a schematic structural diagram of the present application;
FIG. 2 is an exploded view of the bottom end of the support post;
FIG. 3 is a schematic view of the placement of the weight blocks within the splash plate.
Description of reference numerals: 1. a support pillar; 11. a connecting bolt; 12. a first insertion groove; 121. a waterproof gasket; 2. a water baffle; 21. a containing groove; 3. a water retaining base; 31. a substrate; 311. a second insertion groove; 32. a water pressing plate; 4. a fixing device; 41. an expansion bolt; 42. a nut; 5. a weight block; 6. a diagonal bar; 7. a waterproof board.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses building foundation ditch manger plate structure. Referring to fig. 1, this water retaining structure sets up subaerially outside the foundation ditch, water retaining structure includes support column 1, breakwater 2 and manger plate seat 3, support column 1 is provided with two, two equal vertical settings of support column 1 and breakwater 2, manger plate seat 3 level sets up, be provided with fixing device 4 between 3 bottoms of manger plate seat and the ground, two 1 bottoms of support column all can be dismantled with 3 tops of manger plate seat and be connected, breakwater 2 is provided with a plurality ofly, 2 both ends of every breakwater are equallyd divide do not fix through pegging graft with two support columns 1. Fixing the bottom end of a water retaining seat 3 with the outer ground surface of a foundation pit by using a fixing device 4, then respectively moving the bottom ends of two support columns 1 to be close to the water retaining seat 3, so that the bottom ends of the two support columns 1 are both fixed with the top end of the water retaining seat 3, then moving a water baffle 2, and respectively inserting two ends of the water baffle 2 with the two support columns 1, thereby building a waterproof structure; labor intensity is reduced when workers build the water retaining structure, construction period is shortened, and the purpose of improving the completion efficiency of foundation pit waterproof work is achieved.
Referring to fig. 1 and 2, the water retaining seat 3 includes a base plate 31 and a water pressure plate 32, a side wall of the base plate 31 is fixedly connected with a side wall of the water pressure plate 32, a second inserting groove 311 is formed in the top end of the base plate 31, two second inserting grooves 311 are formed in the second inserting groove 311, bottom ends of two support columns 1 are respectively inserted into the two second inserting grooves 311, and bottom ends of the two support columns 1 are respectively abutted to bottom walls of the two second inserting grooves 311; the fixing device 4 comprises an expansion bolt 41 and a nut 42, wherein one end of the expansion bolt 41 is fixedly connected with the ground, and the other end of the expansion bolt passes through the base plate 31 and then is in threaded connection with the nut 42. The base plate 31 is moved to enable the base plate 31 to be close to one end, far away from the ground, of the expansion bolt 41, one end, far away from the ground, of the expansion bolt 41 penetrates through the base plate 31, then the nut 42 is rotated to enable the nut 42 to be in threaded connection with the expansion bolt 41, then the two support columns 1 are moved respectively, and the bottom ends of the two support columns 1 are inserted into the two second inserting grooves 311 respectively.
Referring to fig. 1, the bottom end of the hydraulic plate 32 abuts against the ground, and one side of the hydraulic plate 32, which is close to the base plate 31, abuts against the side walls of the two support columns 1; one end of the water pressure plate 32, which is far away from the base plate 31, is provided with an inclined surface, and the inclined surface inclines towards the support column 1 along the direction far away from the ground; a connecting bolt 11 is arranged between the water pressure plate 32 and the support column 1, and one end of the connecting bolt 11 penetrates through the support column 1 and then is in threaded connection with the water pressure plate 32. The hydraulic plate 32 is moved to enable the hydraulic plate 32 to be abutted against the ground, then the support pillar 1 is moved to enable the support pillar 1 to be abutted against the hydraulic plate 32, and then the connecting bolt 11 is rotated to enable one end of the connecting bolt 11 to penetrate through the support pillar 1 and then be in threaded connection with the hydraulic plate 32.
Referring to fig. 1 and 2, first inserting grooves 12 are formed in the ends, close to each other, of the two supporting columns 1, the two first inserting grooves 12 penetrate through the top ends and the bottom ends of the two supporting columns 1 respectively, and the two ends of each water baffle 2 are inserted into the two first inserting grooves 12 respectively; the two first inserting grooves 12 are internally provided with waterproof sealing gaskets 121, and the two waterproof sealing gaskets 121 are fixedly connected with the two first inserting grooves 12 respectively; the bottom end of the waterproof plate 7 close to the substrate 31 is abutted against the top end of the substrate 31, the waterproof plate 7 close to the substrate 31 is arranged between one side of the waterproof plate 7 close to the substrate 31 and one side of the water pressure plate 32 close to the substrate 31, the water baffle 2 is vertically arranged, and the waterproof plate 7 is far away from one side of the waterproof plate 7 and is fixedly connected with the water pressure plate 32. And respectively moving each water baffle 2 to enable two ends of each water baffle 2 to be respectively inserted into the two first inserting grooves 12, wherein the bottom end of the waterproof plate 7 close to the base plate 31 is abutted with the top end of the base plate 31, and the side wall of the waterproof plate 7 close to the base plate 31 is abutted with the water pressure plate 32.
Referring to fig. 3, a containing groove 21 is formed in the top end of the water baffle 2, a plurality of weight blocks 5 are vertically arranged in the containing groove 21, and the number of the weight blocks 5 is multiple; be provided with down tube 6 between breakwater 2 and the ground, down tube 6 is provided with two, and two down tube 6 all incline the setting, and the lateral wall butt of water pressure board 32 is all kept away from with breakwater 2 to two 6 one ends of down tube, and the other end all with the ground butt. After each water baffle 2 is installed, moving the weight 5 to enable the bottom end of the weight 5 to be abutted against the bottom wall of the containing groove 21, and repeating the steps for the rest weight 5; then each inclined rod 6 is moved, so that one end of each inclined rod 6 is abutted against the side wall of the water baffle 2 far away from the water pressure plate 32, and the other end of each inclined rod 6 is abutted against the ground.
The implementation principle of the building foundation ditch water retaining structure of the embodiment of the application is as follows: firstly, moving the water retaining seat 3 to enable the base plate 31 to be close to one end, far away from the ground, of the expansion bolt 41, enabling one end, far away from the ground, of the expansion bolt 41 to penetrate through the base plate 31, and then rotating the nut 42 to enable the nut 42 to be in threaded connection with the expansion bolt 41; then, the two support columns 1 are respectively moved, the bottom ends of the two support columns 1 are respectively inserted into the two second inserting grooves 311, at this time, the side walls of the support columns 1 are abutted to the side wall, close to the base plate 31, of the water pressure plate 32, and then the connecting bolt 11 is rotated, so that one end of the connecting bolt 11 penetrates through the support columns 1 and then is in threaded connection with the water pressure plate 32.
Then, the water baffle 2 is moved, so that two ends of the water baffle 2 are respectively inserted into the two first inserting grooves 12, the waterproof plate 7 is moved continuously along the two first inserting grooves 12, the bottom end of the waterproof plate 7 is abutted against the top end of the base plate 31, the side wall of the waterproof plate 7 is abutted against the water pressure plate 32, then the weight block 5 is moved, so that the bottom end of the weight block 5 is abutted against the bottom wall of the containing groove 21, the process is repeated for the rest of the water baffles 2, and the adjacent water baffles 2 are sequentially connected; and finally, moving each inclined rod 6, enabling one end of each inclined rod 6 to be abutted against the side wall of the water pressure plate 32 far away from the water baffle 2, and enabling the other end of each inclined rod to be abutted against the ground, so that the waterproof structure is built.
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 building foundation ditch manger plate structure which characterized in that: the water retaining structure comprises support columns (1), water retaining plates (2) and water retaining seats (3), wherein the support columns (1) are at least provided with two, one end of each water retaining seat (3) is detachably connected with the ground, the other end of each water retaining plate is detachably connected with one end of each support column (1), and the two ends of each water retaining plate (2) are respectively fixed with the two support columns (1) through insertion.
2. The water retaining structure for the building foundation pit according to claim 1, wherein: the water retaining seat (3) comprises a base plate (31) and a water pressing plate (32), the base plate (31) and the water pressing plate (32) are arranged horizontally, the side wall of the base plate (31) is fixedly connected with the side wall of the water pressing plate (32), the bottom end of the base plate (31) is detachably connected with the ground, and the water pressing plate (32) is detachably connected with the supporting column (1).
3. The water retaining structure for the building foundation pit according to claim 2, wherein: be provided with fixing device (4) between base plate (31) bottom and the ground, fixing device (4) include expansion bolts (41) and nut (42), and expansion bolts (41) one end and ground fixed connection, the other end pass base plate (31) back and nut (42) threaded connection.
4. The water retaining structure for the building foundation pit according to claim 2, wherein: the support column (1) is connected with a connecting bolt (11), and one end of the connecting bolt (11) penetrates through the support column (1) and then is in threaded connection with the water pressure plate (32).
5. The water retaining structure for the building foundation pit according to claim 2, wherein: one side of the water pressure plate (32) far away from the base plate (31) is provided with an inclined surface, and one end of the inclined surface far away from the base plate (31) inclines towards the direction close to the ground.
6. The water retaining structure for the building foundation pit according to claim 1, wherein: two first inserting grooves (12) are formed in one end, close to the water baffle (2), of the support column (1), and two ends of the water baffle (2) are inserted into the two first inserting grooves (12) respectively.
7. The water retaining structure for the building foundation pit according to claim 6, wherein: the water baffle (2) is vertically arranged, a containing groove (21) is formed in the top end of the water baffle (2), a plurality of weight blocks (5) are arranged in the containing groove (21).
8. The water retaining structure for the building foundation pit according to claim 6, wherein: a waterproof sealing gasket (121) is arranged in the first inserting groove (12), and the waterproof sealing gasket (121) is fixedly connected with the first inserting groove (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022095266.2U CN213625647U (en) | 2020-09-22 | 2020-09-22 | Building foundation ditch water retaining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022095266.2U CN213625647U (en) | 2020-09-22 | 2020-09-22 | Building foundation ditch water retaining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213625647U true CN213625647U (en) | 2021-07-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022095266.2U Expired - Fee Related CN213625647U (en) | 2020-09-22 | 2020-09-22 | Building foundation ditch water retaining structure |
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| Country | Link |
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| CN (1) | CN213625647U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113389208A (en) * | 2021-07-17 | 2021-09-14 | 浙江可久建筑工程有限公司 | Foundation pit maintenance device for house building and construction method thereof |
| CN117051767A (en) * | 2023-07-20 | 2023-11-14 | 广东汇晟建设有限公司 | Adjustable water retaining device for hydraulic engineering construction |
-
2020
- 2020-09-22 CN CN202022095266.2U patent/CN213625647U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113389208A (en) * | 2021-07-17 | 2021-09-14 | 浙江可久建筑工程有限公司 | Foundation pit maintenance device for house building and construction method thereof |
| CN117051767A (en) * | 2023-07-20 | 2023-11-14 | 广东汇晟建设有限公司 | Adjustable water retaining device for hydraulic engineering construction |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210706 |