CN218843172U - Deep basal pit prevention of seepage water structure - Google Patents
Deep basal pit prevention of seepage water structure Download PDFInfo
- Publication number
- CN218843172U CN218843172U CN202222541272.5U CN202222541272U CN218843172U CN 218843172 U CN218843172 U CN 218843172U CN 202222541272 U CN202222541272 U CN 202222541272U CN 218843172 U CN218843172 U CN 218843172U
- Authority
- CN
- China
- Prior art keywords
- main part
- electronic
- live
- rollers
- tarpaulin
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 79
- 230000002265 prevention Effects 0.000 title claims abstract description 18
- 239000002689 soil Substances 0.000 claims abstract description 12
- 230000000694 effects Effects 0.000 description 15
- 238000009412 basement excavation Methods 0.000 description 4
- 238000005096 rolling process Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000003809 water extraction Methods 0.000 description 1
Images
Landscapes
- Sewage (AREA)
Abstract
The application discloses deep basal pit prevention of seepage water structure, belong to prevention of seepage water structure technical field, it includes the soil main part, the foundation ditch main part has been seted up to the last side of soil main part, the upside fixed mounting that is located the soil main part of foundation ditch main part both sides has two sets of electronic slip tables, electronic spout has been seted up to the last side of two sets of electronic slip tables, the inside sliding connection of electronic spout has electronic slider, the upside fixedly connected with tarpaulin of two sets of electronic slider, the inside rotation that electronic slider was kept away from to the tarpaulin is connected with the live-rollers, the center pin at live-rollers both ends rotates and is connected with the fixed block, and the center pin at live-rollers both ends runs through the fixed block respectively, the equal fixedly connected with stopper of both ends face of live-rollers center pin, can drive electronic slider through two sets of electronic slip tables and remove, thereby drive the tarpaulin removal, and the tarpaulin can rotate on the live-rollers and accomodate, alright let electronic slider drive the tarpaulin removal of tarpaulin, and then shelter from the foundation ditch main part, prevent that the rainwater from getting into the inside of foundation ditch main part.
Description
Technical Field
The application relates to prevention of seepage water technical field especially relates to a deep basal pit prevention of seepage water structure.
Background
The deep foundation pit engineering comprises the following steps: earth excavation, supporting and precipitation engineering of a foundation pit (groove) with the excavation depth of more than 5m (including 5 m); although the excavation depth is less than 5m, the geological conditions, the surrounding environment and underground pipelines are complex, or the earthwork excavation and supporting of foundation pits (grooves) adjacent to the safety of buildings (structures) are affected.
The general open-air setting of traditional deep basal pit prevention of seepage water structure meets rainy season and may leads to the rainwater to permeate the inside of foundation ditch main part to a large amount of water of inside storage that lead to the foundation ditch main part.
SUMMERY OF THE UTILITY MODEL
To prior art's not enough, this application provides a deep basal pit prevention of seepage water structure can drive electronic slider through two sets of electronic slip tables and remove to let electronic slider drive the tarpaulin and remove, and the tarpaulin can rotate on the live-rollers and accomodate, alright with let electronic slider drive the tarpaulin and remove, and then shelter from the foundation ditch main part, prevent that the rainwater from getting into the inside of foundation ditch main part.
In order to achieve the above purpose, the present application provides the following technical solutions: the utility model provides a deep basal pit prevention of seepage water structure, includes the soil main part, the foundation ditch main part has been seted up to the last side of soil main part, is located foundation ditch main part both sides the upside fixed mounting of soil main part has two sets of electronic slip tables, and is two sets of electronic spout has been seted up to the last side of electronic slip table, the inside sliding connection of electronic spout has electronic slider, and is two sets of the upside fixedly connected with tarpaulin of electronic slider, the one end fixedly connected with live-rollers of electronic slider is kept away from to the tarpaulin, the both ends fixedly connected with center pin of live-rollers, the center pin at live-rollers both ends rotates and is connected with the fixed block, and the center pin at live-rollers both ends runs through the fixed block respectively, the equal fixedly connected with stopper of both ends face of live-rollers center pin.
Through adopting above-mentioned technical scheme, can drive electronic slider through two sets of electronic slip tables and remove to let electronic slider drive the tarpaulin and remove, and the tarpaulin can rotate on the live-rollers and accomodate, alright with let electronic slider drive the tarpaulin and remove, and then shelter from the foundation ditch main part, prevent that the rainwater from getting into the inside of foundation ditch main part.
As an optimal technical scheme of this application, one side fixed mounting of one of them group of stopper has the crank, the crank is the S type setting.
Through adopting above-mentioned technical scheme, can make things convenient for the staff to rotate the live-rollers through the setting of S type crank, alright in order to play the effect of rolling to the tarpaulin.
As an optimal technical scheme of this application, it is two sets of the downside of fixed block is fixedly connected with base station respectively, and is two sets of the downside and the soil main part fixed connection of base station.
By adopting the technical scheme, the fixing block can be supported by the two groups of base platforms.
As an optimal technical scheme of this application, the escape canal has been seted up to the inside of foundation ditch main part, is located inside the escape canal the sump pit has been seted up to the downside of foundation ditch main part.
Through adopting above-mentioned technical scheme, can collect the inside water in escape canal through setting up in escape canal, let water can flow in the inside in escape canal.
As an optimal technical scheme of this application, the side of going up of foundation ditch main part is provided with actuating mechanism, actuating mechanism includes the water pump, the side fixed mounting that goes up of water pump and foundation ditch main part.
Through adopting above-mentioned technical scheme, can play driven effect through the water pump to play the effect of drawing water.
As an optimal technical scheme of this application, one side fixed mounting of water pump has the inlet channel, the inside at the sump pit is placed to one side that the inlet channel kept away from the water pump.
Through adopting above-mentioned technical scheme, can play the effect of collecting water through the sump pit, under the effect of water pump, can use the inlet channel to take out water from the inside of sump pit, and the inlet channel can play the effect of carrying water.
As an preferred technical scheme of this application, one side fixed mounting that the inlet channel was kept away from to the water pump has drainage pipe, the catch basin has been seted up to the side of going up of soil main part, drainage pipe keeps away from one side of water pump and places the inside at the catch basin.
Through adopting above-mentioned technical scheme, can carry the inside of intercepting ditch with the water that the water pump pumped through drainage pipe to reduce the inside water of foundation ditch main part.
The beneficial effect of this application:
can drive electronic slider through two sets of electronic slip tables and remove to let electronic slider drive the tarpaulin and remove, and the tarpaulin can rotate on the live-rollers and accomodate, alright in order to let electronic slider drive the tarpaulin and remove, and then shelter from the foundation ditch main part, prevent that the rainwater from getting into the inside of foundation ditch main part.
Drawings
FIG. 1 is a schematic top view of the present application;
FIG. 2 is an enlarged view at A of FIG. 1 of the present application;
fig. 3 is an enlarged end view of the rotating roller of the present application.
In the figure: 1. a land body; 2. a foundation pit main body; 3. a rotating roller; 4. waterproof cloth; 5. an electric sliding table; 6. an electric chute; 7. an electric slider; 8. a fixed block; 9. a base station; 10. a limiting block; 11. a crank; 12. a drainage ditch; 13. a water collecting well; 14. a water inlet pipe; 15. a water pump; 16. a water discharge pipeline; 17. and (7) intercepting a ditch.
Detailed Description
The technical solutions in the embodiments of the present application will be described clearly and completely with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only some embodiments of the present application, and not all 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 application.
Referring to fig. 1-3, a deep foundation pit seepage prevention structure comprises a land main body 1, a foundation pit main body 2 is arranged on the upper side surface of the land main body 1, and seepage prevention is realized on the inner wall of the foundation pit main body 2 by coating a waterproof putty layer. The upside fixed mounting that is located the soil main part 1 of 2 both sides in foundation ditch main part has two sets of electronic slip tables 5, electronic slip table 5 chooses for use waterproof model, electronic spout 6 has been seted up to the side of going up of two sets of electronic slip tables 5, the inside sliding connection of electronic spout 6 has electronic slider 7, the effect that drives electronic slider 7 can be played in setting up through electronic slip table 5, the upside fixedly connected with tarpaulin 4 of two sets of electronic slider 7, and the setting of tarpaulin 4 can play the effect that prevents water entering foundation ditch main part 2 is inside, the one end fixedly connected with live-rollers 3 of electronic slider 7 is kept away from to tarpaulin 4, and live-rollers 3 can play the effect of rolling tarpaulin 4, the equal fixedly connected with center pin in both ends of live-rollers 3, the center pin at live-rollers 3 both ends rotates and is connected with fixed block 8, the setting of fixed block 8 can let the center pin of live-rollers 3 rotate the effect of the inside pivoted of fixed block 8, the center pin at live-rollers 3 both ends runs through fixed block 8 respectively, the equal fixedly connected with stopper 10 of the face of live-rollers 3 center pin, and setting up of stopper 10 can prevent that live-rollers 3 from breaking away from in the pivoted time.
Referring to fig. 2, a crank 11 is fixedly mounted on one side of one of the set of limiting blocks 10, the crank 11 is in an S-shaped configuration, and the rotation roller 3 can be rotated by a worker conveniently through the S-shaped crank 11.
Referring to fig. 1, the bases 9 are fixedly connected to the lower sides of the two groups of fixing blocks 8, the lower sides of the two groups of bases 9 are fixedly connected to the land main body 1, and the fixing blocks 8 can be supported by the two groups of bases 9.
Referring to fig. 1, a drainage ditch 12 is provided in the foundation pit body 2, the drainage ditch 12 can collect water in the foundation pit body 2, a water collecting well 13 is provided on the lower side surface of the foundation pit body 2 located in the drainage ditch 12, and the water collecting well 13 can collect water in the drainage ditch 12.
Referring to fig. 1, a driving mechanism is disposed on the upper side of the foundation pit main body 2, the driving mechanism includes a water pump 15, the water pump 15 is fixedly mounted on the upper side of the foundation pit main body 2, and the water pump 15 can be used as a driving source for pumping water.
Referring to fig. 1, a water inlet pipe 14 is fixedly installed at one side of the water pump 15, one side of the water inlet pipe 14, which is far away from the water pump 15, is placed inside the water collecting well 13, and water inside the water collecting well 13 can be conveyed through the water inlet pipe 14.
Referring to fig. 1, a water discharge pipe 16 is fixedly installed on one side of the water pump 15, which is far away from the water inlet pipe 14, the water discharge pipe 16 can play a role of conveying water, a water intercepting ditch 17 is formed in the upper side face of the land main body 1, the water conveyed by the water intercepting ditch 17 can be conveyed out, one side of the water pump 15, which is far away from the water discharge pipe 16, is placed inside the water intercepting ditch 17, and the water can enter the inside of the water intercepting ditch 17 more conveniently by placing the output end of the water discharge pipe 16 inside the water intercepting ditch 17.
The working principle is as follows: use the utility model discloses the time, can drive two sets of electric slider 7 through two sets of electronic slip table 5 and remove, thereby let two sets of electric slider 7 drive the tarpaulin 4 and remove, alright with playing waterproof effect to foundation ditch main part 2, and also can let two sets of electric slider 5 drive two sets of electric slider 7 and remove when without the tarpaulin 4, thereby let electric slider 7 drive the tarpaulin 4 and remove, and the staff can rotate rotor 3 with crank 11 and play the effect of rolling to the tarpaulin 4, and the setting of escape canal 12 can play the effect of collecting the inside water of foundation ditch main part 2, and the setting of catch basin 13 can play the effect of collecting to the inside water in escape canal 12, and water pump 15 can play the effect of water extraction through inlet channel 14 to the inside of catch basin 13, and then carry the inside of catch basin 17 with water from drainage pipe 16.
Finally, it should be noted that: in the description of the present application, it is to be noted that the terms "vertical", "upper", "lower", "horizontal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present application.
In the description of the present application, it is further noted that, unless expressly stated or limited otherwise, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art as appropriate.
Although the present application has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims (7)
1. The utility model provides a deep basal pit prevention of seepage water structure, includes soil main part (1), its characterized in that, foundation ditch main part (2) have been seted up to the last side of soil main part (1), are located foundation ditch main part (2) both sides the upside fixed mounting of soil main part (1) has two sets of electronic slip table (5), and is two sets of electronic spout (6) have been seted up to the last side of electronic slip table (5), the inside sliding connection of electronic spout (6) has electronic slider (7), and is two sets of the upside fixedly connected with tarpaulin (4) of electronic slider (7), the one end fixedly connected with live-rollers (3) of electronic slider (7) are kept away from in tarpaulin (4), the both ends fixedly connected with center pin of live-rollers (3), the center pin at live-rollers (3) both ends rotates and is connected with fixed block (8), and the center pin at live-rollers (3) both ends runs through fixed block (8) respectively, the equal fixedly connected with stopper (10) of both ends face of live-rollers (3) center pin.
2. The deep foundation pit seepage prevention structure according to claim 1, wherein a crank (11) is fixedly installed on one side of one set of the limiting blocks (10), and the crank (11) is arranged in an S shape.
3. The deep foundation pit seepage prevention structure according to claim 1, wherein the lower sides of the two sets of fixing blocks (8) are fixedly connected with abutments (9), respectively, and the lower sides of the two sets of abutments (9) are fixedly connected with the land main body (1).
4. The deep foundation pit seepage prevention structure according to claim 1, wherein a drainage ditch (12) is formed inside the foundation pit main body (2), and a water collecting well (13) is formed on the lower side surface of the foundation pit main body (2) inside the drainage ditch (12).
5. The deep foundation pit seepage prevention structure according to claim 4, wherein the upper side of the foundation pit main body (2) is provided with a driving mechanism, the driving mechanism comprises a water pump (15), and the water pump (15) is fixedly installed with the upper side of the foundation pit main body (2).
6. The deep foundation pit seepage prevention structure according to claim 5, wherein a water inlet pipeline (14) is fixedly installed on one side of the water pump (15), and one side, far away from the water pump (15), of the water inlet pipeline (14) is placed inside the water collecting well (13).
7. The deep foundation pit seepage prevention structure according to claim 6, wherein a drainage pipeline (16) is fixedly installed on one side of the water pump (15) far away from the water inlet pipeline (14), a catch basin (17) is formed in the upper side surface of the land body (1), and one side of the drainage pipeline (16) far away from the water pump (15) is placed inside the catch basin (17).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222541272.5U CN218843172U (en) | 2022-09-26 | 2022-09-26 | Deep basal pit prevention of seepage water structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222541272.5U CN218843172U (en) | 2022-09-26 | 2022-09-26 | Deep basal pit prevention of seepage water structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN218843172U true CN218843172U (en) | 2023-04-11 |
Family
ID=87293356
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202222541272.5U Active CN218843172U (en) | 2022-09-26 | 2022-09-26 | Deep basal pit prevention of seepage water structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN218843172U (en) |
-
2022
- 2022-09-26 CN CN202222541272.5U patent/CN218843172U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN211874550U (en) | Movable tunnel construction relay water pumping and draining device | |
CN204919661U (en) | Structure is collected to rainwater | |
CN218843172U (en) | Deep basal pit prevention of seepage water structure | |
CN206256457U (en) | A kind of priming device of foundation pit side-wall | |
CN211549774U (en) | Movable tunnel construction relay water pumping and draining device | |
CN210113834U (en) | Greening device is collected to building wall rainwater | |
CN210797601U (en) | Drainage device for deep well | |
CN207525867U (en) | The rainwater circulatory system based on sponge the idea of the city | |
CN212388669U (en) | Cistern convenient to clearance debris | |
CN114960710A (en) | Foundation pit dewatering structure and dewatering method | |
CN211948512U (en) | A novel water collecting sleeve for deep basal pit water supply and drainage | |
CN213114921U (en) | A ecological filtering pond for rural river course construction | |
CN218713187U (en) | Building foundation pit dewatering and drainage device | |
CN114250798A (en) | Construction method for dewatering foundation pit in stratum containing laminar flow supply source | |
CN104153423B (en) | The inside and outside water inlet of platform shape is from oozing anti-filter recharge well wellhead assembly | |
CN208486268U (en) | A kind of pit foundation structure convenient for draining | |
CN214245881U (en) | Immersed tube tunnel rubble foundation bed desilting equipment | |
CN214194001U (en) | Sponge is road surface drainage system for city | |
CN217896547U (en) | High plateau flood plain area deep foundation ditch downcomer well is sealed and is constructed | |
CN215759512U (en) | Sump pit structure that is fit for town road | |
CN106907334A (en) | A kind of trench pump and method with function of removing sand | |
CN216195358U (en) | Sump drainage device | |
CN214194002U (en) | Sponge city water circulating system | |
CN220266407U (en) | Automatic subway mouth flood control board of opening | |
CN207987941U (en) | A kind of drainage arrangement of foundation pit |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |