CN207794117U - A kind of foundation base configuration - Google Patents
A kind of foundation base configuration Download PDFInfo
- Publication number
- CN207794117U CN207794117U CN201721860784.0U CN201721860784U CN207794117U CN 207794117 U CN207794117 U CN 207794117U CN 201721860784 U CN201721860784 U CN 201721860784U CN 207794117 U CN207794117 U CN 207794117U
- Authority
- CN
- China
- Prior art keywords
- layer
- waterproof
- soil
- damp
- waterproof layer
- 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.)
- Expired - Fee Related
Links
Landscapes
- Revetment (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
A kind of foundation base configuration, the effective solution prior art cannot carry out water-proofing treatment to ground well and improve the problems such as interior be got damp；Including multiple waterproof layers, waterproof layer one rectangle of formation positioned opposite two-by-two, waterproof layer upper surface is higher than ground upper surface, it is surrounded by double cement-soil-stirred pile on the inside of waterproof layer, multiple grey stakes are evenly distributed on the inside of double cement-soil-stirred pile, grey stake and double cement-soil-stirred pile upper surface are equipped with stone-laying layer, it is equipped with concrete layer above stone-laying layer, high-elastic waterproof film is equipped with above concrete layer, the damp-proof layer being located on the right side of waterproof layer is equipped with above high-elastic waterproof film, waterproof layer upper end connects damp-proof layer through waterproof mortar；Using waterproof layer and double cement-soil-stirred pile, the intensity of ground is enhanced, high-elastic waterproof film and waterproof mortar efficiently solve the problems, such as that interior is got damp, this is simple in structure, fixation, good water-proof effect, and service life is long.
Description
Technical field
The utility model is related to technical field of building construction, more particularly to a kind of foundation base configuration.
Background technology
Currently, it is increasingly deficient with urban resource with the development of economy, in recent years coastal, riverine, waterfront areas
The geotechnical engineering carried out on subgrade is increasing, since these grounds include a large amount of water source in water source, soil property,
Over time, it can not only weaken the intensity and stability of ground, can also occur getting damp because of wall humidity, interior, wall
The phenomenon that body becomes mildewed, so that influencing health and shortening the service life in house.
Utility model content
For the above situation, to overcome the defect of the prior art, the purpose of the utility model to be just to provide a kind of ground base
Plinth constructs, and the effective solution prior art cannot carry out water-proofing treatment to ground well and improve the problems such as interior be got damp.
Its technical solution solved is that the utility model includes multiple waterproof layers, and waterproof layer is positioned opposite two-by-two to form one
A rectangle, waterproof layer upper surface are higher than ground upper surface, double cement-soil-stirred pile are surrounded by the inside of waterproof layer, double mixed
Multiple grey stakes are evenly distributed on the inside of solidifying soil mixing pile, grey stake and double cement-soil-stirred pile upper surface are equipped with stone-laying layer, build
It is equipped with concrete layer above rock layers, high-elastic waterproof film is equipped with above concrete layer, is equipped with and is located above high-elastic waterproof film
Damp-proof layer on the right side of waterproof layer, waterproof layer upper end connect damp-proof layer through waterproof mortar.
Compared with prior art, the utility model has the beneficial effects that：Using waterproof layer and double cement-soil-stirred pile, increase
The strong intensity of ground, high-elastic waterproof film and waterproof mortar efficiently solve the problems, such as that interior is got damp, this is simple in structure, fix tightly
Gu good water-proof effect, service life is long.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the sectional view of A-A in the utility model Fig. 1.
Specific implementation mode
Specific embodiment of the present utility model is described in further detail below in conjunction with attached drawing.
It is provided by Fig. 1 to Fig. 2, the utility model includes multiple waterproof layers 1, and waterproof layer 1 is positioned opposite two-by-two to form one
Rectangle, 1 upper surface of waterproof layer are higher than 2 upper surface of ground, and 1 inside of waterproof layer is surrounded by double cement-soil-stirred pile 3, double
3 inside of cement-soil-stirred pile is evenly distributed with multiple grey stakes 4, and grey stake 4 and 3 upper surface of double cement-soil-stirred pile are equipped with stone-laying
Layer 5, the top of stone-laying layer 5 are equipped with concrete layer 6, and 6 top of concrete layer is equipped with high-elastic waterproof film 7, on high-elastic waterproof film 7
Side is equipped with the damp-proof layer 8 for being located at 1 right side of waterproof layer, and 1 upper end of waterproof layer connects damp-proof layer 8 through waterproof mortar 9.
The waterproof layer 1 one enclosing square of composition sealed around.
The curing agent of the double cement-soil-stirred pile 3 is P32.5 or P42.5 Portland cements, double coagulation
The stake diameter of native mixing pile 3 is 700mm, and stake spacing is 500mm, and row's spacing is 500mm, is respectively engaged 200mm.
The grey stake 4 is made of quick lime, flyash and coarse sand.
The high-elastic waterproof film 7 is formed by being brushed after powder and liquid material mixing.
The ratio of the waterproof mortar 9 is 1：2, the thickness of waterproof mortar 9 is 20mm.
When the utility model is used,
Waterproof layer 1 is placed downwards in 2 surrounding of ground and forms it into a closed rectangle, in 1 inside surrounding of waterproof layer
Place forms double cement-soil-stirred pile 3 using jet mixing machine pore-forming grouting stirring, in the square that double cement-soil-stirred pile 3 is formed
Multiple grey stakes 4 are squeezed on the inside of shape, and stone-laying layer 5 is placed above grey stake 4 and double concrete, is then covered with after stone-laying layer 5 is compacted
High-elastic waterproof film 7 is arranged in concrete layer 6 above concrete layer 6, constitutes firm and waterproof ground 2, and wall 10 is located at height
Damp-proof layer 8 is installed, outside 1 upper end of waterproof layer and damp-proof layer 8 in 7 top of elastic water-proof film between 10 outside of wall and waterproof layer 1
Waterproof mortar 9 is arranged in side, forms 10 waterproof construction of exterior wall.
In 2 surrounding digging groove of ground, waterproof layer 1 is placed in the trench, and waterproof layer 1 is made to form a closed rectangle,
It prevents inside the Groundwater infiltration to ground 2 around the rainwater or ground 2 of sleet sky, to reinforce the whole fastness of ground 2,
In 1 inside surrounding of waterproof layer, single cement-soil-stirred pile 3 is formed by the way that the slip casting of jet mixing machine pore-forming is repeatedly secondary, in coagulation
Native mixing pile 3 continues second row of constructing in the same way before not solidifying, guarantee stake spacing is 500mm, and row's spacing is 500mm,
Each occlusion 200mm, and double-row pile spacing is also engaged 200mm, and multiple grey stakes 4 are squeezed into 3 inside of double cement-soil-stirred pile, by
In the effect of waterproof layer 1 and cement-soil-stirred pile 3 and grey stake 4 etc., even if impacting house with sudden force in water or depositing around the house very
In the case of more water, the intensity of ground 2 will not be weakened.
After stone-laying layer 5 is set and is compacted into, concrete layer 6 and high-elastic waterproof film 7 are laid with above stone-laying layer 5, into
One step ensures the waterproof quality of ground 2, prevents moisture from getting in ground.
Waterproof mortar 9 and damp-proof layer 8 are set, and waterproof mortar 9 has good weatherability, and durability is impervious, density
With high bonding force and extremely strong waterproof and anticorrosion effect, prevents the moisture on ground from climbing up wall 10 in rain and snow, make
At the service life of indoor moisture and shortening house.
Compared with prior art, the utility model has the beneficial effects that：Using waterproof layer and double cement-soil-stirred pile, increase
The strong intensity of ground, high-elastic waterproof film and waterproof mortar efficiently solve the problems, such as that interior is got damp, this is simple in structure, fix tightly
Gu good water-proof effect, service life is long.
Claims (3)
1. a kind of foundation base configuration, including multiple waterproof layers（1）, which is characterized in that waterproof layer（1）Formation positioned opposite two-by-two
One rectangle, waterproof layer（1）Upper surface is higher than ground（2）Upper surface, waterproof layer（1）Inside is surrounded by double concrete stirring
Stake（3）, in double cement-soil-stirred pile（3）Inside is evenly distributed with multiple grey stakes（4）, grey stake（4）It is stirred with double concrete
Stake（3）Upper surface is equipped with stone-laying layer（5）, stone-laying layer（5）Top is equipped with concrete layer（6）, concrete layer（6）Top is equipped with
High-elastic waterproof film（7）, high-elastic waterproof film（7）Top, which is equipped with, is located at waterproof layer（1）The damp-proof layer on right side（8）, waterproof layer（1）
Upper end is through waterproof mortar（9）Connect damp-proof layer（8）.
2. a kind of foundation base configuration according to claim 1, which is characterized in that the waterproof layer（1）It is sealed around
Form an enclosing square.
3. a kind of foundation base configuration according to claim 1, which is characterized in that the double cement-soil-stirred pile
（3）Curing agent be P32.5 or P42.5 Portland cements, double cement-soil-stirred pile（3）Stake diameter be 700mm, between stake
Away from for 500mm, row's spacing is 500mm, is respectively engaged 200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721860784.0U CN207794117U (en) | 2017-12-27 | 2017-12-27 | A kind of foundation base configuration |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721860784.0U CN207794117U (en) | 2017-12-27 | 2017-12-27 | A kind of foundation base configuration |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207794117U true CN207794117U (en) | 2018-08-31 |
Family
ID=63279315
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721860784.0U Expired - Fee Related CN207794117U (en) | 2017-12-27 | 2017-12-27 | A kind of foundation base configuration |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207794117U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115949235A (en) * | 2022-12-06 | 2023-04-11 | 天津市双发建筑工程有限公司 | Construction process for heat preservation construction of cowshed in cold region |
-
2017
- 2017-12-27 CN CN201721860784.0U patent/CN207794117U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115949235A (en) * | 2022-12-06 | 2023-04-11 | 天津市双发建筑工程有限公司 | Construction process for heat preservation construction of cowshed in cold region |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207793788U (en) | A kind of porous pavement rain infiltration structure | |
| CN105201025B (en) | Basement waterproofing construction and its construction method | |
| CN102776897B (en) | Wash apron anti-settling anti-cracking construction method and structure | |
| CN106192666A (en) | A kind of permeable mortar and utilize the porous pavement that permeable mortar makes | |
| CN101845830B (en) | Open caisson deviation rectification construction method | |
| CN110206073A (en) | Lattice stanchion and main structure node waterproof construction method | |
| CN101725159B (en) | Method for building impervious liner of refuse landfill by utilizing earthiness firming agent | |
| CN104652495A (en) | Waterproof construction process for joint of inner support upright post of foundation pit and bottom plate | |
| CN207794117U (en) | A kind of foundation base configuration | |
| CN109914486A (en) | A kind of ventilation anti-seepage blanket of locking fixed structure and preparation method thereof and construction method | |
| CN207484193U (en) | Permeable road structure | |
| CN212335976U (en) | Construction waste regeneration drainage CFG pile foundation | |
| CN107129208A (en) | A kind of bioactivity, porous gap coarse aggregate ecological revetment matrix engineering material | |
| CN207793792U (en) | A kind of road surface permeable pavement structure | |
| CN208685390U (en) | Sponge city paved road structure | |
| CN106869304A (en) | Outer wall of basement waterproof construction and construction method in a kind of confined space | |
| CN208701690U (en) | Foundation pit of elevator shaft | |
| CN209194466U (en) | A kind of Reservoir Bank leakage preventing structure | |
| CN205399388U (en) | High wind district moving dunes fix sand structure | |
| CN205046589U (en) | Waterproof structure of basement | |
| CN204780776U (en) | Submarine lawn | |
| CN207794121U (en) | A kind of anti-depression Toft foundation structure | |
| CN103572783B (en) | Comprehensive method for preventing crack and water of basement project | |
| CN208633235U (en) | A kind of sandstone seepage well suitable for sponge urban construction | |
| CN202323966U (en) | Anti-seepage cemented soil protecting slope of red mud reservoir |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180831 Termination date: 20201227 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |