CN103321236A - Novel active drainage and drying technical device for foundation - Google Patents
Novel active drainage and drying technical device for foundation Download PDFInfo
- Publication number
- CN103321236A CN103321236A CN2013102554375A CN201310255437A CN103321236A CN 103321236 A CN103321236 A CN 103321236A CN 2013102554375 A CN2013102554375 A CN 2013102554375A CN 201310255437 A CN201310255437 A CN 201310255437A CN 103321236 A CN103321236 A CN 103321236A
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- filter screen
- foundation
- stone
- soakaway trench
- seepage
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
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Abstract
The invention relates to a novel active drainage and drying technical device for a foundation. The novel active drainage and drying technical device comprises seepage pipes, plastic connecting pipes, filter screens and steel nails. The seepage pipes are horizontally laid at positions lower than a base of the foundation, pores are formed in the upper half portions of the walls of the seepage pipes, crushed stone is piled in an area from the periphery of each seepage pipe to the ground, each filter screen is laid at a position where the periphery of the stone can be in contact with soil, the ends of the filter screens are fixed onto the base of the foundation by the steel nails, stone is laid on the periphery of each seepage pipe, then each seepage pipe is wrapped by the corresponding filter screen, stone with larger size covers each filter screen and forms a layer which is not thinner than 30 centimeters, the ends of the seepage pipes are connected with the plastic connecting pipes, and an air vent is formed at the end, which upwardly extends out of the ground, of each connecting pipe; the other end of each connecting pipe is downwardly connected to a water collecting well, so that water collected by the seepage pipes can be drained. The novel active drainage and drying technical device has the advantages that the problem that water around a foundation cannot be drained is effectively solved, a dry environment around the foundation is guaranteed, accordingly, the novel active drainage and drying technical device not only realizes a moisture prevention effect, but also is favorable for sufficiently and reasonably utilizing water resources, and is simple in manufacture, low in cost, convenient to use and easy to popularize.
Description
Technical field
The invention belongs to technical field of buildings, more precisely it is initiatively draining dry technology device of a kind of novel ground.
Background technology
The dried wet situation of building foundation surrounding environment not only affects the moistureproof antifreeze of basis, also affects the building thermal-insulation energy-saving performance.Usually at the building periphery aproll is set, employs new technology, new material, new technology improves the protection against the tide of building foundation, and is antifreeze, insulation and durability.But current building foundation structure way adopts passive mode to keep the dried wet environment on basis still based on waterproof, fails fundamentally to eliminate basis moisture on every side, has also caused the complicated of structure way.
Summary of the invention
The technology of the present invention is done wet situation technical problem for the building foundation surrounding environment that solves, and provides a kind of simple and reasonable, and novel ground easy to use is draining dry technology device initiatively.
Technical scheme of the present invention: novel ground initiatively draining dry technology device comprises soakaway trench, filter screen, steel nail, tube connector.In shape, structure and combination thereof, ground of the present invention initiatively draining dry technology device technique feature is: the soakaway trench level is laid on the position that is lower than basic pedestal.Soakaway trench adopts PE pipe common on the market, stamps the infiltration hole through processing and forms; The soakaway trench tube wall has only the first half that pore is arranged, and by a fine rule on the tube wall indicate placement directly over to.Around soakaway trench, to ground backfill rubble, in the peripheral place that can contact with earth of stone, lay filter screen, and the end of filter screen is fixed on the sole plate with steel nail.End and the plastic union pipe of soakaway trench join, and tube connector protrudes upward ground, is made as air vent; Tube connector is connected to collecting well downwards, and the moisture that soakaway trench is collected is discharged.
The ground of the present invention initiatively beneficial effect of draining dry technology device is: the present invention utilizes the difference of cobble-stone diameter, the capillary principle that the intergranular space can take place, absorb the outside, basis steam all around with soakaway trench, adopt active mode to keep the environment that keeps dry around the basis, this structural form has improved the ground surface temperature around the building, reduced the degree of depth of frozen soil layer, avoided rising because of groundwater table, the frost heaving that causes the basis to occur, cause that structure and body of wall arch upward up and down and sink, cause serious structural deterioration, and soil is more dry, heat waste is more few.The moistureproof antifreeze and heat preservation energy-saving that is conducive to the basis more.And then can also promote building foundation to construct the simplification of way.The ground of the present invention initiatively use of draining dry technology device is regardless of weather, can move constantly; With the combination of system for reclaiming rainwater, can take full advantage of water resource, energy-conserving and environment-protective.The present invention also has cheap, the characteristics of construction install convenience.
Description of drawings
Accompanying drawing provides the initiatively structural representation of draining dry technology device of novel ground of the present invention.
Fig. 1: be the initiatively position view of draining dry technology device of novel ground of the present invention.
Fig. 2: be the initiatively schematic top plan view of draining dry technology device of novel ground of the present invention.
Fig. 3: be the initiatively elevational schematic view of draining dry technology device of novel ground of the present invention.
Fig. 4: be the initiatively front-view schematic diagram of draining dry technology device of novel ground of the present invention.
Fig. 5: be the initiatively schematic rear view of draining dry technology device of novel ground of the present invention.
Fig. 6: be that novel ground of the present invention is initiatively looked schematic diagram in the left side of draining dry technology device.
Fig. 7: be that novel ground of the present invention is initiatively looked schematic diagram in the right side of draining dry technology device.
The specific embodiment
Below in conjunction with accompanying drawing, the optimal way that adopts the basic technical problem of dry environment on every side of initiatively drainage pattern realization to take to novel ground active draining dry technology device of the present invention is described further:
Its static structure: please refer to accompanying drawing.As shown in the figure, novel ground of the present invention initiatively draining dry technology device mainly by soakaway trench 1, tube connector 2, filter screen 3, steel nail 4 grades constitute.
In shape, structure and combination thereof, novel ground initiatively draining dry technology device technique feature is: soakaway trench 1 level is laid on the position that is lower than basic 8 pedestals 7.Around soakaway trench 1 to ground backfill rubble 6, can stop and filter silt, but make the obstruction of soakaway trench pore 5 for fear of the intrusion of silt, cause systemic breakdown, in the peripheral place that can contact with earth of stone, also lay filter screen 3, and the end of filter screen 3 is fixed on basic 8 pedestals 7 with steel nail 4.Be covered with certain thickness stone (stone thickness must not less than 30cm) around the soakaway trench 1, encase with filter screen 3 then, the stone bedding of the bigger particle diameter of usefulness is lived filter screen 3(stone thickness greater than 30cm again), so just can be blocked in silt outside the stone.The end of soakaway trench 1 and plastic union pipe 2 join, and tube connector 2 protrudes upward ground, is made as air vent; Tube connector 2 is connected to collecting well downwards, and the moisture that soakaway trench 1 is collected is discharged.So just, combine with system for reclaiming rainwater 9, guaranteed the drying of basic surrounding environment.
Realize that preferred plan of the present invention is is material with plastics, utilize the basic equipment of plastic products factory, take to produce by batch in enormous quantities, so just can realize ground of the present invention initiatively practical value and the economic worth of draining dry technology device better.
Claims (2)
1. novel ground draining dry technology device initiatively, it comprises soakaway trench (1), plastic union pipe (2), filter screen (3), steel nail (4), it is characterized in that: soakaway trench (1) level is laid on the position that is lower than basis (8) pedestal (7), soakaway trench tube wall the first half has pore (5), rubble (6) is arranged to ground heap all around at soakaway trench (1), at the peripheral place laying filter screen (3) that can contact with earth of stone, and the end of filter screen (3) is to be fixed on the sole plate (7) with steel nail (4), and soakaway trench (1) is covered with stone all around, uses filter screen (3) to encase then, the stone bedding of bigger particle diameter is lived filter screen (3), the end of soakaway trench (1) and plastic union pipe (2) join, and tube connector (2) one ends protrude upward ground, are made as air vent; Tube connector (2) other end is connected to collecting well downwards, and the moisture that soakaway trench (1) is collected is discharged.
2. novel ground according to claim 1 draining dry technology device initiatively, it is characterized in that: soakaway trench is the PE pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102554375A CN103321236A (en) | 2013-06-25 | 2013-06-25 | Novel active drainage and drying technical device for foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102554375A CN103321236A (en) | 2013-06-25 | 2013-06-25 | Novel active drainage and drying technical device for foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103321236A true CN103321236A (en) | 2013-09-25 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013102554375A Pending CN103321236A (en) | 2013-06-25 | 2013-06-25 | Novel active drainage and drying technical device for foundation |
Country Status (1)
| Country | Link |
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| CN (1) | CN103321236A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3733520A1 (en) * | 1987-10-03 | 1989-04-13 | Kordes & Partner Beratende Ing | Safety dam for the drivage of underwater tunnels in compressed air |
| CN1724816A (en) * | 2004-07-21 | 2006-01-25 | 洪钟堙 | Groundwater drainage device for decreasing overflow place |
| CN1865601A (en) * | 2005-05-16 | 2006-11-22 | 胡鸣群 | Compact consolidation drainage method for soft ground and collector well pipe therefor |
| CN101021068A (en) * | 2007-03-09 | 2007-08-22 | 包国建 | Low-level prepressing drainage dynamic consolidating soft soil foundation processing method |
| CN101949153A (en) * | 2010-09-14 | 2011-01-19 | 刘远锋 | Foundation drainage control method |
| CN203373761U (en) * | 2013-06-25 | 2014-01-01 | 沈阳建筑大学 | Novel automatic foundation water draining and drying technical device |
-
2013
- 2013-06-25 CN CN2013102554375A patent/CN103321236A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3733520A1 (en) * | 1987-10-03 | 1989-04-13 | Kordes & Partner Beratende Ing | Safety dam for the drivage of underwater tunnels in compressed air |
| CN1724816A (en) * | 2004-07-21 | 2006-01-25 | 洪钟堙 | Groundwater drainage device for decreasing overflow place |
| CN1865601A (en) * | 2005-05-16 | 2006-11-22 | 胡鸣群 | Compact consolidation drainage method for soft ground and collector well pipe therefor |
| CN101021068A (en) * | 2007-03-09 | 2007-08-22 | 包国建 | Low-level prepressing drainage dynamic consolidating soft soil foundation processing method |
| CN101949153A (en) * | 2010-09-14 | 2011-01-19 | 刘远锋 | Foundation drainage control method |
| CN203373761U (en) * | 2013-06-25 | 2014-01-01 | 沈阳建筑大学 | Novel automatic foundation water draining and drying technical device |
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Application publication date: 20130925 |