CN215562638U - Novel building foundation ditch water retaining weir - Google Patents
Novel building foundation ditch water retaining weir Download PDFInfo
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- CN215562638U CN215562638U CN202121981051.9U CN202121981051U CN215562638U CN 215562638 U CN215562638 U CN 215562638U CN 202121981051 U CN202121981051 U CN 202121981051U CN 215562638 U CN215562638 U CN 215562638U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 137
- 238000009434 installation Methods 0.000 claims description 18
- 230000000903 blocking effect Effects 0.000 claims description 4
- 239000011148 porous material Substances 0.000 claims description 2
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000002265 prevention Effects 0.000 abstract description 2
- 230000037431 insertion Effects 0.000 abstract 1
- 238000003780 insertion Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 208000028659 discharge Diseases 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
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Abstract
The utility model discloses a novel building foundation pit water retaining weir in the technical field of flood prevention of building construction foundation pits, which comprises a water retaining weir body, wherein a connecting piece A is arranged at the central position of the inner wall at one side of the water retaining weir body, fixed blocks are respectively arranged above the front ends of the inner walls at two sides of the water retaining weir body, bolts are respectively arranged above the rear ends of the inner walls at two sides of the water retaining weir body, a supporting plate is arranged at the central position of the inner wall of each bolt, a through hole A is formed at the central position of the surface of the supporting plate, the structure is reasonable, the utility model can support the water retaining weir body by connecting the connecting piece A and the connecting piece B through a supporting rod, increase the stability of the water retaining weir body, and can realize the insertion connection between the water retaining weir bodies and the fixation through the fixed blocks and the bolts, meanwhile, all the connecting parts can be detached, the water retaining weir is effectively improved, and the water retaining weir is convenient to install and detach.
Description
Technical Field
The utility model relates to the technical field of flood prevention of building construction foundation pits, in particular to a novel water retaining weir for a building foundation pit.
Background
The foundation pit is an earth pit excavated according to the base elevation and the base plane size at the design position of the foundation, an excavation scheme is determined according to geological and hydrological data and the conditions of buildings nearby the site before excavation, waterproof and drainage work is performed, a slope can be placed for people who do not excavate deeply to stabilize the earth slope, the slope size is determined according to relevant construction regulations, people who excavate deeper and nearby buildings can use a foundation pit wall supporting method and a concrete spraying wall protecting method, and during construction in a rainy period, in order to prevent rainwater from entering the foundation pit to influence construction, a brick water retaining weir or an earth cofferdam is used on the ground outside the foundation pit to block rainwater from entering the building foundation pit.
The existing novel water retaining weir for the building foundation pit has the defects that: when the building foundation pit is flood-proof, the water retaining weir or the earth cofferdam needs to be bricked on the ground at the periphery of the building foundation pit, so that time and labor are wasted, and meanwhile, when the building foundation pit is dismantled in the later period, the construction period is influenced, and the working efficiency and the quality are also reduced.
Therefore, it is necessary to develop a new water dam for the foundation pit of the building.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a novel water dam for a building foundation pit, which is characterized in that a connecting piece A and a connecting piece B are arranged, the connecting piece A and the connecting piece B are connected through a supporting rod, a water dam body can be supported, the stability of the water dam body is improved, the water dam body is connected in an inserting mode through a fixing block and a bolt, and the water dam body is fixed through an installation assembly, meanwhile, all joints can be disassembled, the installation and disassembly operations of the water dam are effectively improved, and the problem that the water dam for the building foundation pit is troublesome to disassemble in the background technology is solved.
In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides a novel building foundation ditch water-retaining weir, includes the water-retaining weir body, one side inner wall central point of water-retaining weir body puts and installs connecting piece A, the fixed block is all installed to the front end top of water-retaining weir body both sides inner wall, the bolt is all installed to the rear end top of water-retaining weir body both sides inner wall, the inner wall central point of bolt puts and installs the backup pad, backup pad surface central point puts and has seted up through-hole A, through-hole B has been seted up to upper surface one side of bolt, through-hole A's internally mounted has the installation component, the installation component includes spacing post, the outer wall of spacing post and through-hole A's pore wall sliding connection.
Preferably, both sides of the bottom of the water retaining weir body are provided with fixing bolts, and one ends of the fixing bolts penetrate through the water retaining weir body to be connected with the building foundation pit.
Preferably, both sides of the top of the water retaining weir body are provided with clamping grooves, a baffle is arranged between opposite sides of the clamping grooves, and the outer wall of the baffle is in sliding connection with the hole walls of the clamping grooves.
Preferably, the outer walls of the two sides of the water retaining weir body are both provided with water seepage plates, the surface of each water seepage plate is provided with a water seepage hole, and the outer wall of one side of each water seepage plate is provided with a water retaining plate.
Preferably, the bracing piece is installed to connecting piece A's one end, the one end of bracing piece is equipped with connector A, connector A's one end is connected with connecting piece A's one end, the other end of bracing piece is equipped with connector B, connecting piece B is installed to connector B's one end, connecting piece B's one end is installed in the opposite side inner wall below of manger body.
Preferably, the front end face center positions of the connecting piece A and the connecting piece B are both provided with fastening bolts, and the connecting piece A and the connecting piece B are connected with the connector A and the connector B through the fastening bolts.
Preferably, the surface of the fixing block is provided with a slot, and the center of the upper surface of the fixing block is provided with a positioning hole.
Preferably, one end of the limiting column penetrates through a through hole A in the supporting plate to be connected with the limiting plate, and the limiting plate is located at the center of the bottom of the supporting plate.
Preferably, the outer wall of the limiting column is provided with a spring, and the spring is located between the supporting plate and the bolt.
Preferably, the other end of the limiting column penetrates through a through hole B in the bolt to be connected with a connecting block, the connecting block is located at the center of the upper surface of the bolt, and a convex block is arranged at the top of the connecting block.
Compared with the prior art, the utility model has the beneficial effects that:
the water retaining weir body can be installed by arranging the clamping groove on the top of the water retaining weir body, inserting the baffle into the clamping groove when the water retaining weir body is placed at a foundation pit, and blocking earth by the water retaining plate by arranging a plurality of water seepage plates on the outer wall of the water retaining weir body and arranging the water retaining plate on one side of the water seepage plate;
the connecting piece A and the connecting piece B are arranged on the inner walls of the two sides of the water dam body, and the connecting piece A and the connecting piece B are arranged in a high-low state, so that the outer side of the water dam body is arranged at a high position, the inner side of the water dam body is arranged at a low position, and the connecting piece A and the connecting piece B on the supporting rod are connected with the connecting piece A and the connecting piece B, so that the water dam body can be supported;
the fixing blocks are arranged above the front ends of the inner walls of the two sides of the water dam body, the bolts are arranged above the rear ends of the inner walls of the two sides of the water dam body, the bolts are inserted into the slots on the fixing blocks, the plurality of water dam bodies can be installed and connected in a plug-in mode, the supporting plate is arranged in the bolts, the through holes A are formed in the supporting plate, the installation assembly is installed in the through holes A, the outer wall of the limiting column on the installation assembly is in sliding connection with the hole wall of the through holes A, the limiting column can slide up and down, the limiting plate is arranged at one end of the limiting column and is arranged at the bottom of the supporting plate, the limiting column can be limited, the limiting column is prevented from being separated from the supporting plate, the connecting block is arranged at the other end of the limiting column, the spring is arranged on the outer wall of the limiting column, the spring is arranged between the supporting plate and the inner parts of the bolts, and the spring is pressed and deformed to rebound, when making the connecting block pressurized, kick-backing by spring deformation and reset the processing, set up the lug through the top at the connecting block, make things convenient for the bolt to insert in the fixed block, go into the locating hole on the fixed block by the lug card in, can connect fixedly, and on the same principle, only need press the lug to be less than the locating hole, can break away from the bolt fixed block, realize dismantling the processing between the manger plate weir, and simultaneously, simple structure, the installation of being convenient for saves a large amount of loaded down with trivial details steps, the effectual work efficiency that has improved.
Drawings
FIG. 1 is an elevational, cross-sectional view provided by the present invention;
FIG. 2 is a front view provided by the present invention;
FIG. 3 is a right side sectional view provided by the present invention;
FIG. 4 is an enlarged view of the structure at A in FIG. 3 according to the present invention;
FIG. 5 is a front view of a mounting assembly provided by the present invention;
FIG. 6 is a perspective view of the front view of the water dam body according to the present invention;
FIG. 7 is a perspective view of the rear view of the water dam body according to the present invention.
In the figure: 1. a water dam body; 101. fixing the bolt; 102. a card slot; 103. a baffle plate; 104. a water seepage plate; 105. a water seepage hole; 106. a water baffle; 2. a connecting piece A; 201. a support bar; 202. a connector A; 203. a connector B; 204. a connecting piece B; 205. fastening a bolt; 3. a fixed block; 301. a slot; 302. positioning holes; 4. a bolt; 401. a support plate; 402. a through hole A; 403. a through hole B; 5. mounting the component; 501. a limiting column; 502. a limiting plate; 503. a spring; 504. connecting blocks; 505. and (4) a bump.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The utility model provides the following technical scheme: a novel water weir for a building foundation pit can be effectively installed at the building foundation pit in the using process, a supporting rod 201, a fixing block 3, a bolt 4 and an installation component 5 are additionally arranged, please refer to fig. 1-7, the novel water weir comprises a water weir body 1, a connecting piece A2 is installed at the central position of the inner wall of one side of the water weir body 1, the fixing block 3 is installed above the front ends of the inner walls of two sides of the water weir body 1, the bolt 4 is installed above the rear ends of the inner walls of two sides of the water weir body 1, a supporting plate 401 is installed at the central position of the inner wall of the bolt 4, a through hole A402 is formed in the central position of the surface of the supporting plate 401, a through hole B403 is formed in one side of the upper surface of the bolt 4, the installation component 5 is installed inside the through hole A402, the installation component 5 comprises a limiting column 501, and the outer wall of the limiting column 501 is in sliding connection with the hole wall of the through hole A402;
further, both sides of the bottom of the water dam body 1 are provided with fixing bolts 101, one end of each fixing bolt 101 penetrates through the water dam body 1 to be connected with a building foundation pit, both sides of the top of the water dam body 1 are provided with clamping grooves 102, a baffle 103 is arranged between opposite sides of the clamping grooves 102, the outer wall of the baffle 103 is in sliding connection with the hole wall of the clamping groove 102, both outer walls of both sides of the water dam body 1 are provided with water seepage plates 104, the surface of each water seepage plate 104 is provided with water seepage holes 105, one outer wall of one side of each water seepage plate 104 is provided with a water baffle 106, specifically, the clamping groove 102 is arranged on the top of the water dam body 1, when the water dam body 1 is placed at the foundation pit, the baffle 103 is inserted into the clamping groove 102, the water dam body 1 can be installed, the water dam body 1 is subjected to blocking treatment by arranging the water seepage plates 104 on the outer wall of the water dam body 1, and arranging the water baffle 106 on one side of the water seepage plates 104, so that the water baffle 106 blocks earth, meanwhile, when muddy water exists, the muddy water is discharged from the seepage holes 105 on the seepage plate 104, so that the mounting and protection treatment of the water retaining weir are realized, and the durability of the water retaining weir is effectively improved;
furthermore, a support rod 201 is installed at one end of the connecting piece A2, a connector A202 is installed at one end of the support rod 201, one end of the connector A202 is connected with one end of the connecting piece A2, a connector B203 is installed at the other end of the support rod 201, a connector B204 is installed at one end of the connector B203, one end of the connector B204 is installed below the inner wall of the other side of the water dam body 1, a fastening bolt 205 is respectively arranged at the center positions of the front end faces of the connector A2 and the connector B204, the connector A2 and the connector B204 are respectively connected with the connector A202 and the connector B203 through the fastening bolt 205, specifically, a connector A2 and a connector B204 are arranged on the inner walls of the two sides of the water dam body 1, the connector A2 and the connector B204 are arranged in a high-low state, so that the outer side of the water dam body 1 is arranged in a high position, the inner side of the water dam body 1 is arranged in a low position, and the connector A2 and the connector B204 and the connector A202 and the connector B203 on the support rod 201 are connected with the connector B204, the water dam body 1 can be supported, meanwhile, the connector A2 and the connector B204 are fixed on the connector A202 and the connector B203 by the fastening bolt 205, the support rod 201 can be installed and disassembled, the detachable treatment of the water dam is realized, and the stability of the water dam is effectively improved;
further, the surface of the fixed block 3 is provided with a slot 301, and the center of the upper surface of the fixed block 3 is provided with a positioning hole 302, so that the bolt 4 can be conveniently inserted into the slot 301 on the fixed block 3;
further, one end of a limiting column 501 penetrates through a through hole A402 on a support plate 401 to be connected with a limiting plate 502, the limiting plate 502 is positioned at the bottom center position of the support plate 401, a spring 503 is arranged on the outer wall of the limiting column 501, the spring 503 is positioned between the support plate 401 and a plug 4, the other end of the limiting column 501 penetrates through a through hole B403 on the plug 4 to be connected with a connecting block 504, the connecting block 504 is positioned at the upper surface center position of the plug 4, a bump 505 is arranged at the top of the connecting block 504, specifically, a fixing block 3 is arranged above the front ends of the inner walls at two sides of a water weir body 1, the plug 4 is arranged above the rear ends of the inner walls at two sides of the water weir body 1, the plug 4 is inserted into a slot 301 on the fixing block 3, a plurality of water weir bodies 1 can be installed and connected in a plug-in manner, the support plate 401 is arranged inside the plug 4, the through hole A402 is arranged on the support plate 401, and the installation component 5 is installed in the through hole A402, the outer wall of a limit post 501 on the installation component 5 is connected with the hole wall of a through hole A402 in a sliding way, the limit post 501 can slide up and down, one end of the limit post 501 is provided with a limit plate 502, the limit plate 502 is arranged at the bottom of a support plate 401, the limit post 501 can be limited, the limit post 501 is prevented from being separated from the support plate 401, the other end of the limit post 501 is provided with a connecting block 504, the outer wall of the limit post 501 is provided with a spring 503, the spring 503 is arranged between the support plate 401 and the inner part of a bolt 4, the spring 503 is used for springback after being deformed by pressure, when the connecting block 504 is pressed, the spring 503 is deformed to carry out springback reset treatment, when the bolt 4 is inserted into a fixed block 3 by arranging a lug 505 at the top of the connecting block 504, the bolt can be connected and fixed by being clamped into a positioning hole 302 on the fixed block 3 by the lug 505, and similarly, the lug 505 only needs to be pressed to be lower than the positioning hole 302, can break away from bolt 4 fixed block 3, realize dismantling the processing between the manger plate weir, simultaneously, simple structure is convenient for install, saves a large amount of loaded down with trivial details steps, the effectual work efficiency that has improved.
The working principle is as follows: when the utility model is used, the top of the water dam body 1 is provided with the clamping groove 102, when the water dam body 1 is placed at a foundation pit, the baffle 103 is inserted into the clamping groove 102, the water dam body 1 can be installed, the water dam body 1 is installed by arranging a plurality of water seepage plates 104 on the outer wall of the water dam body 1 and arranging a water baffle 106 on one side of the water seepage plate 104, so that the water baffle 106 performs baffle treatment on soil, meanwhile, when muddy water exists, the water seepage holes 105 on the water seepage plates 104 perform discharge treatment, so that the installation and protection treatment of the water dam are realized, the durability of the water dam is effectively improved, the connecting piece A2 and the connecting piece B204 are arranged on the inner walls of the two sides of the water dam body 1, the connecting piece A2 and the connecting piece B204 are arranged in a high-low shape, the outer side direction of the water dam body 1 is arranged in a high-low position, and the connecting piece A202 and the connecting piece B203 on the supporting rod 201 are connected with the connecting piece A2 and the connecting piece B204, the water dam body 1 can be supported, meanwhile, the connector A2 and the connector B204 are fixed on the connector A202 and the connector B203 by the fastening bolt 205, the support rod 201 can be installed and disassembled, the detachable treatment of the water dam is realized, the stability of the water dam is effectively improved, the fixed block 3 is arranged above the front end of the inner walls of the two sides of the water dam body 1, the bolt 4 is arranged above the rear end of the inner walls of the two sides of the water dam body 1, the bolt 4 is inserted into the slot 301 on the fixed block 3, the water dam bodies 1 can be installed and connected in a plug-in mode, the support plate 401 is arranged in the bolt 4, the through hole A402 is arranged on the support plate 401, the installation component 5 is installed in the through hole A402, the outer wall of the limit column 501 on the installation component 5 is connected with the hole wall of the through hole A402 in a sliding mode, the limit column 501 can slide up and down, the limit plate 502 is arranged at one end of the limit column 501, the limiting plate 502 is arranged at the bottom of the supporting plate 401, so that the limiting column 501 can be limited, the limiting column 501 is prevented from being separated from the supporting plate 401, by arranging the connecting block 504 at the other end of the limiting column 501, arranging the spring 503 on the outer wall of the limiting column 501, arranging the spring 503 between the supporting plate 401 and the inner part of the plug 4, utilizing the resilience effect of the spring 503 after being deformed by pressure, when the connecting block 504 is pressed, the spring 503 is deformed to rebound for resetting, the lug 505 is arranged at the top of the connecting block 504, so that when the bolt 4 is inserted into the fixed block 3, the lug 505 is clamped into the positioning hole 302 on the fixed block 3, the connection and fixation can be realized, and similarly, the bolt 4 can be separated from the fixed block 3 only by pressing the convex block 505 to be lower than the positioning hole 302, so as to realize the disassembly treatment between the water retaining weirs, meanwhile, the structure is simple, the installation is convenient, a large number of complicated steps are omitted, and the working efficiency is effectively improved.
While the utility model has been described above with reference to an embodiment, various modifications may be made and equivalents may be substituted for elements thereof without departing from the scope of the utility model. In particular, the various features of the embodiments disclosed herein may be used in any combination, provided that there is no structural conflict, and the combinations are not exhaustively described in this specification merely for the sake of brevity and conservation of resources. Therefore, it is intended that the utility model not be limited to the particular embodiments disclosed, but that the utility model will include all embodiments falling within the scope of the appended claims.
Claims (10)
1. The utility model provides a novel building foundation ditch water retaining weir, includes water retaining weir body (1), its characterized in that: connecting piece A (2) are installed to one side inner wall central point of manger plate weir body (1), fixed block (3) are all installed to the front end top of manger plate weir body (1) both sides inner wall, bolt (4) are all installed to the rear end top of manger plate weir body (1) both sides inner wall, the inner wall central point of bolt (4) puts and installs backup pad (401), backup pad (401) surface central point puts and has seted up through-hole A (402), through-hole B (403) have been seted up to upper surface one side of bolt (4), the internally mounted of through-hole A (402) has installation component (5), installation component (5) include spacing post (501), the outer wall of spacing post (501) and the pore wall sliding connection of through-hole A (402).
2. The novel water dam for the foundation pit of the building as claimed in claim 1, wherein: and fixing bolts (101) are arranged on two sides of the bottom of the water retaining weir body (1), and one ends of the fixing bolts (101) penetrate through the water retaining weir body (1) to be connected with the building foundation pit.
3. The novel water dam for the foundation pit of the building as claimed in claim 1, wherein: the water blocking weir is characterized in that clamping grooves (102) are formed in two sides of the top of the water blocking weir body (1), a baffle (103) is installed between the opposite sides of the clamping grooves (102), and the outer wall of the baffle (103) is in sliding connection with the hole wall of the clamping grooves (102).
4. The novel water dam for the foundation pit of the building as claimed in claim 1, wherein: the water seepage weir is characterized in that water seepage plates (104) are mounted on the outer walls of the two sides of the water dam body (1), water seepage holes (105) are formed in the surfaces of the water seepage plates (104), and a water baffle (106) is mounted on the outer wall of one side of each water seepage plate (104).
5. The novel water dam for the foundation pit of the building as claimed in claim 1, wherein: bracing piece (201) is installed to the one end of connecting piece A (2), the one end of bracing piece (201) is equipped with connector A (202), the one end of connector A (202) is connected with the one end of connecting piece A (2), the other end of bracing piece (201) is equipped with connector B (203), connecting piece B (204) are installed to the one end of connector B (203), the opposite side inner wall below at manger plate weir body (1) is installed to the one end of connecting piece B (204).
6. The novel water dam for the foundation pit of the building as claimed in claim 5, wherein: the front end face center positions of the connecting piece A (2) and the connecting piece B (204) are respectively provided with a fastening bolt (205), and the connecting piece A (2) and the connecting piece B (204) are connected with the connecting head A (202) and the connecting head B (203) through the fastening bolts (205).
7. The novel water dam for the foundation pit of the building as claimed in claim 1, wherein: the surface of the fixed block (3) is provided with a slot (301), and the center of the upper surface of the fixed block (3) is provided with a positioning hole (302).
8. The novel water dam for the foundation pit of the building as claimed in claim 1, wherein: one end of the limiting column (501) penetrates through a through hole A (402) in the supporting plate (401) to be connected with a limiting plate (502), and the limiting plate (502) is located at the center of the bottom of the supporting plate (401).
9. The novel water dam for the foundation pit of the building as claimed in claim 1, wherein: and a spring (503) is arranged on the outer wall of the limiting column (501), and the spring (503) is positioned between the supporting plate (401) and the plug pin (4).
10. The novel water dam for the foundation pit of the building as claimed in claim 1, wherein: the other end of the limiting column (501) penetrates through a through hole B (403) in the bolt (4) to be connected with a connecting block (504), the connecting block (504) is located at the center of the upper surface of the bolt (4), and a bump (505) is arranged at the top of the connecting block (504).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121981051.9U CN215562638U (en) | 2021-08-23 | 2021-08-23 | Novel building foundation ditch water retaining weir |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121981051.9U CN215562638U (en) | 2021-08-23 | 2021-08-23 | Novel building foundation ditch water retaining weir |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215562638U true CN215562638U (en) | 2022-01-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121981051.9U Active CN215562638U (en) | 2021-08-23 | 2021-08-23 | Novel building foundation ditch water retaining weir |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215562638U (en) |
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2021
- 2021-08-23 CN CN202121981051.9U patent/CN215562638U/en active Active
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231129 Address after: Room 1808, Building C, Tuoji City Plaza, No. 683 Changjiang West Road, High tech Zone, Hefei City, Anhui Province, 230000 Patentee after: Hefei Jiming Industrial Design Co.,Ltd. Address before: 230011 San tou Zhen San tou Cun Jie Nan Zu, Yaohai District, Hefei City, Anhui Province Patentee before: Du Weijie |
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| TR01 | Transfer of patent right |