CN207017281U - A kind of local Precipitation Structure of heavy construction deep basal pit - Google Patents
A kind of local Precipitation Structure of heavy construction deep basal pit Download PDFInfo
- Publication number
- CN207017281U CN207017281U CN201720732709.XU CN201720732709U CN207017281U CN 207017281 U CN207017281 U CN 207017281U CN 201720732709 U CN201720732709 U CN 201720732709U CN 207017281 U CN207017281 U CN 207017281U
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- CN
- China
- Prior art keywords
- steel pipe
- waterproof layer
- aqueduct
- deep basal
- heavy construction
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Abstract
The utility model discloses a kind of local Precipitation Structure of heavy construction deep basal pit, including dirt bed, concrete cushion, steel pipe, rotary shaft, curved rubber hose, steel pipe and aqueduct；The dirt bed top is provided with bottom cushion, and the bottom cushion bottom is connected with catch pit by aqueduct, and is provided with steel reinforcement cage outsourcing steel wire inside catch pit；Stone is provided with the inside of the steel reinforcement cage outsourcing steel wire, and steel pipe is provided with inside catch pit；The steel pipe end is connected with water pump by curved rubber hose, and steel pipe end is fixedly connected with water outlet tube valve；The steel pipe periphery is fixedly connected with slide rail, and slide rail internal slide connection rubber sliding block；The catch pit top is provided with concrete cushion, and concrete cushion top is provided with waterproof layer；The waterproof layer top is provided with fish tail and waterproof layer, and fish tail and waterproof layer one end is rotatably coupled to water guide pipe end by rotary shaft；The water guide pipe end is provided with level sensor；The utility model is simple in construction, novel in design, simple to operate.
Description
Technical field
It the utility model is related to a kind of Precipitation Structure, the local Precipitation Structure of specially a kind of heavy construction deep basal pit, category
In Architectural Equipment technical field.
Background technology
Foundation ditch is the heatable adobe sleeping platform excavated in basic engineering position by substrate absolute altitude and basic plane size；Should basis before excavation
Geological hydrology data, with reference to live nearby buildings situation, excavation plan is determined, and perform water-proof drainage work；Excavate not deep
The available method for putting side slope of person, makes Stability of Earth Slopes, and its gradient size is determined by relevant construction regulation；Excavate relatively deep and neighbouring build
The person that builds thing, can use foundation pit walls method for protecting support, gunite concrete wall protecting method, Large Foundation Pit even uses diaphram wall and colonnade
The methods of formula cast-in-situ bored pile is chain, protection outside soil layer collapse into；No influencer is nearby built, underground can be reduced with well-point method
Water level, using slope open cut；Natural cold air freezing process excavation etc. can be used in cold district.
But typically most of deep layer base pit dewatering structures are more complicated, can play a part of storing ponding,
But without early warning instruction system, we can not know water level conditions in plash；Water resistance is undesirable simultaneously, strong running into
The weather of precipitation, it is very easy to destroy；Dredging ability for water is bad；Therefore, propose that one kind is large-scale regarding to the issue above to build
Build the local Precipitation Structure of deep basal pit.
Utility model content
The purpose of this utility model is that to solve the above problems and provides a kind of heavy construction deep basal pit part
Precipitation Structure.
The utility model is achieved through the following technical solutions above-mentioned purpose, a kind of local precipitation of heavy construction deep basal pit
Structure, including dirt bed, concrete cushion, steel pipe, rotary shaft, curved rubber hose, steel pipe and aqueduct；The dirt bed top is set
There is bottom cushion, the bottom cushion bottom is connected with catch pit by aqueduct, and is provided with steel reinforcement cage outsourcing inside catch pit
Steel wire；Stone is provided with the inside of the steel reinforcement cage outsourcing steel wire, and steel pipe is provided with inside catch pit；The steel pipe end passes through
Curved rubber hose is connected with water pump, and steel pipe end is fixedly connected with water outlet tube valve；The steel pipe periphery is fixedly connected with slide rail, and sliding
Rail internal slide connects rubber sliding block；The catch pit top is provided with concrete cushion, and concrete cushion top is provided with waterproof
Layer；The waterproof layer top is provided with fish tail and waterproof layer, and fish tail and waterproof layer one end is rotatably coupled to aqueduct end by rotary shaft
End；The water guide pipe end is provided with level sensor.
Preferably, the bottom cushion is shaped as del.
Preferably, the cross section of the slide rail is annular shape.
Preferably, the steel pipe is through waterproof layer and concrete cushion.
Preferably, the annexation of the concrete cushion and waterproof layer connects to be glued.
Preferably, the annexation of the level sensor and water pump is electric connection.
The beneficial effects of the utility model are：The apparatus structure is simple, novel in design, compact-sized, multiple functional, can be with
Effectively the water of bottom of foundation ditch is evacuated, prevents ponding accumulation from causing huge loss；Provided with level sensor, water can be worked as
Position reaches predetermined altitude, automatically controls, with more hommization；Further increase provided with stone and steel reinforcement cage outsourcing steel wire simultaneously
The robustness of the present apparatus, has huge economic benefit and extensive market prospects, is worth of widely use.
Brief description of the drawings
Fig. 1 is the utility model overall structure diagram；
Fig. 2 is structural representation at the utility model Fig. 1 A；
Fig. 3 is structural representation at the utility model Fig. 1 B.
In figure：1st, bottom cushion, 2, dirt bed, 3, level sensor, 4, aqueduct, 5, catch pit, 6, steel pipe, 7, reinforcing bar
Cage outsourcing steel wire, 8, water pump, 9, curved rubber hose, 10, water outlet tube valve, 11, slide rail, 12, rubber sliding block, 13, waterproofing protection
Layer, 14, waterproof layer, 15, concrete cushion, 16, rotary shaft, 17, stone.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Refer to shown in Fig. 1-3, a kind of local Precipitation Structure of heavy construction deep basal pit, including dirt bed 2, concrete mats
Layer 15, steel pipe 6, rotary shaft 16, curved rubber hose 9, steel pipe 6 and aqueduct 4；The top of dirt bed 2 is provided with bottom cushion 1, institute
State the bottom of bottom cushion 1 and catch pit 5 is connected with by aqueduct 4, and the inside of catch pit 5 is provided with steel reinforcement cage outsourcing steel wire 7；Institute
State the inner side of steel reinforcement cage outsourcing steel wire 7 and be provided with stone 17, and the inside of catch pit 5 is provided with steel pipe 6；The end of steel pipe 6 passes through rubber
Glue bend pipe 9 is connected with water pump 8, and the end of steel pipe 6 is fixedly connected with water outlet tube valve 10；The periphery of steel pipe 6 is fixedly connected with slide rail
11, and the internal slide of slide rail 11 connection rubber sliding block 12；The top of catch pit 5 is provided with concrete cushion 15, and concrete mats
15 top of layer are provided with waterproof layer 14；The top of waterproof layer 14 is provided with fish tail and waterproof layer 13, and the one end of fish tail and waterproof layer 13 passes through
Rotary shaft 16 is rotatably coupled to the end of aqueduct 4；The end of aqueduct 4 is provided with level sensor 3.
As a kind of technical optimization scheme of the present utility model, the bottom cushion 1 is shaped as del, and structure is more
It is stable.
As a kind of technical optimization scheme of the present utility model, the cross section of the slide rail 11 is annular shape, and structure is more
It is compact.
As a kind of technical optimization scheme of the present utility model, the steel pipe 6 is through waterproof layer 14 and concrete cushion
15, there is preferable water resistance.
As a kind of technical optimization scheme of the present utility model, the annexation of the concrete cushion 15 and waterproof layer 14
Connected to be glued, connection more fastens.
As a kind of technical optimization scheme of the present utility model, the annexation of the level sensor 3 and water pump 8 is electricity
Property connection, be easy to the conveying to water body.
When in use, first when extraneous precipitation, we can be slided the utility model by sliding the rubber on slide rail 11
Block 12 adjusts the angle of fish tail and waterproof layer 13, and now water will be transported in plash 5 by aqueduct 4, when in plash 5
Water constantly rises, and now water level is to level sensor 3 is reached, and now we open water pump 8 and can extracted from catch pit 5
Water, it is convenient and simple, can effectively solve the generation of pit water accumulation phenomenon.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, it can realize that this practicality is new in other specific forms
Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new
The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are included in the utility model.Any reference in claim should not be considered as limitation
Involved claim.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical scheme, this narrating mode of specification is only that those skilled in the art should for clarity
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It is appreciated that other embodiment.
Claims (6)
1. a kind of local Precipitation Structure of heavy construction deep basal pit, including dirt bed（2）, concrete cushion（15）, steel pipe（6）、
Rotary shaft（16）, curved rubber hose（9）, steel pipe（6）And aqueduct（4）, it is characterised in that：The dirt bed（2）Top is provided with bottom
Plate bed course（1）, the bottom cushion（1）Bottom passes through aqueduct（4）It is connected with catch pit（5）, and catch pit（5）Inside is provided with
Steel reinforcement cage outsourcing steel wire（7）, the steel reinforcement cage outsourcing steel wire（7）Inner side is provided with stone（17）, and catch pit（5）Inside is set
There is steel pipe（6）, the steel pipe（6）End passes through curved rubber hose（9）It is connected with water pump（8）, and steel pipe（6）End is fixedly connected out
Aqueduct valve（10）, the steel pipe（6）Periphery is fixedly connected with slide rail（11）, and slide rail（11）Internal slide connects rubber sliding block
（12）, the catch pit（5）Top is provided with concrete cushion（15）, and concrete cushion（15）Top is provided with waterproof layer（14）,
The waterproof layer（14）Top is provided with fish tail and waterproof layer（13）, and fish tail and waterproof layer（13）One end passes through rotary shaft（16）Rotation connects
It is connected to aqueduct（4）End, the aqueduct（4）End is provided with level sensor（3）.
A kind of 2. local Precipitation Structure of heavy construction deep basal pit according to claim 1, it is characterised in that：The bottom plate
Bed course（1）It is shaped as del.
A kind of 3. local Precipitation Structure of heavy construction deep basal pit according to claim 1, it is characterised in that：The slide rail
（11）Cross section for annular shape.
A kind of 4. local Precipitation Structure of heavy construction deep basal pit according to claim 1, it is characterised in that：The steel pipe
（6）Through waterproof layer（14）With concrete cushion（15）.
A kind of 5. local Precipitation Structure of heavy construction deep basal pit according to claim 1, it is characterised in that：The coagulation
Soil padding（15）And waterproof layer（14）Annexation for be glued connect.
A kind of 6. local Precipitation Structure of heavy construction deep basal pit according to claim 1, it is characterised in that：The water level
Sensor（3）And water pump（8）Annexation for be electrically connected with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720732709.XU CN207017281U (en) | 2017-06-22 | 2017-06-22 | A kind of local Precipitation Structure of heavy construction deep basal pit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720732709.XU CN207017281U (en) | 2017-06-22 | 2017-06-22 | A kind of local Precipitation Structure of heavy construction deep basal pit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207017281U true CN207017281U (en) | 2018-02-16 |
Family
ID=61485809
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720732709.XU Expired - Fee Related CN207017281U (en) | 2017-06-22 | 2017-06-22 | A kind of local Precipitation Structure of heavy construction deep basal pit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207017281U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112252381A (en) * | 2020-10-26 | 2021-01-22 | 张家港宏昌钢板有限公司 | Valve table transformation device and transformation method |
| CN112459097A (en) * | 2020-11-14 | 2021-03-09 | 熊巧云 | Be used for deep sand type soil deep basal pit excavation water level control device |
-
2017
- 2017-06-22 CN CN201720732709.XU patent/CN207017281U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112252381A (en) * | 2020-10-26 | 2021-01-22 | 张家港宏昌钢板有限公司 | Valve table transformation device and transformation method |
| CN112459097A (en) * | 2020-11-14 | 2021-03-09 | 熊巧云 | Be used for deep sand type soil deep basal pit excavation water level control device |
| CN112459097B (en) * | 2020-11-14 | 2022-06-24 | 湖南恒邦建工有限公司 | Be used for deep sand type soil deep basal pit excavation water level control device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20180216 Termination date: 20190622 |