CN207244679U - Anti-floating drainage arrangement for existing basement - Google Patents
Anti-floating drainage arrangement for existing basement Download PDFInfo
- Publication number
- CN207244679U CN207244679U CN201721228246.XU CN201721228246U CN207244679U CN 207244679 U CN207244679 U CN 207244679U CN 201721228246 U CN201721228246 U CN 201721228246U CN 207244679 U CN207244679 U CN 207244679U
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- China
- Prior art keywords
- basement
- aqueduct
- gutter
- floating
- drainage arrangement
- 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.)
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- 238000007667 floating Methods 0.000 title claims abstract description 31
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 63
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 12
- 230000001771 impaired effect Effects 0.000 claims description 12
- 238000007789 sealing Methods 0.000 claims description 12
- 229940037003 alum Drugs 0.000 claims description 6
- 239000000017 hydrogel Substances 0.000 claims description 6
- 239000000377 silicon dioxide Substances 0.000 claims description 6
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 230000009466 transformation Effects 0.000 abstract description 5
- 239000011449 brick Substances 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 9
- 239000012535 impurity Substances 0.000 description 4
- 239000003673 groundwater Substances 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005457 optimization Methods 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000029142 excretion Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
A kind of anti-floating drainage arrangement for existing basement disclosed in the utility model, including basement side wall and basement bottom board, are characterized in that：The basement side wall perforation opens up the osculum being evenly spaced on, the draining hole site is less than basement mean water, begin to rehearse water hole in basement side wall, build the anti-floating transformation that the existing basement bad to anti-floating ability is realized in gutter by laying bricks or stones, transformation is convenient and saves cost；Osculum outer basement side wall sets gutter, the basement bottom board, which runs through, opens up discharge orifice, aqueduct is inserted into the discharge orifice, the water guide pipe end connects water check valve, the water check valve other end connects seal pipe, the seal pipe is connected with gutter by aqueduct, the aqueduct is connected with seal pipe, gutter detachable, for weather conditions such as heavy rains, the aqueduct connected by detachable directly arranges water to gutter, reach Quick drainage anti-floating, prevent basement from damaging.
Description
Technical field
Building anti-floating construction field is the utility model is related to, more specifically, it relates to a kind of for existing basement
Anti-floating drainage arrangement.
Background technology
With the acceleration of urbanization process, the foundation of basement is more and more deeper, yet with level of ground water when designing
The deficiency of estimation, make it that level of ground water such as is uprushed at the factor, is caused pile foundation tensile bearing capacity insufficient, is caused underground by heavy rain suddenly
There is crack and scraps structure in room.It is at present to add uplift pile to balance with anchor pole, top ballast using more counter-measure
Buoyancy.But sub-surface and penetration concrete need to be anchored to basement, add the complexity of construction, it is impossible to solved in time
Problem.
Notification number be CN205348235U Chinese patent disclose a kind of Novel underground room drainage and anti-float system, using
Outer wall of basement perforate, weeper drain is arranged on outside outer wall of basement, sets gutter to be arranged in outer wall of basement
Water, reaches anti-floating effect while saving resource, shows that table monitors hydraulic pressure by safety valve and water pressure.
Above-mentioned utility model weeper drain is arranged on outside outer wall of basement, and draining is slow, is suitable only for daily anti-floating, is being met
To heavy rain when weather, when level of ground water rise is very fast, anti-floating drainage effect is bad, and basement exists because water level is higher, buoyancy
It is larger, cause the risk of base-plate breaking.
Utility model content
In view of the deficiencies of the prior art, the purpose of this utility model is to provide a kind of anti-floating row for existing basement
Water installations, have the characteristics that draining is rapid.
To realize above-mentioned technical purpose, the utility model provides following technical solution：It is a kind of for existing basement
Anti-floating drainage arrangement, including basement side wall and basement bottom board, the basement side wall perforation open up what is be evenly spaced on
Osculum, the osculum outer basement side wall inner wall set gutter, and the basement bottom board, which runs through, discharge orifice, described
Aqueduct is inserted into discharge orifice, the water guide pipe end connects water check valve, and the water check valve other end connects seal pipe, described close
Tube sealing is connected with gutter by aqueduct, and the aqueduct is connected with seal pipe, gutter detachable.
By using above-mentioned technical proposal, begin to rehearse water hole in basement side wall, osculum introduces the current outside basement
In basement, and it is collected by gutter Jiang Shui, reduces buoyancy of the basement external ponding to basement.When running into heavy rain
When weather, it is slower to only rely on water drainage, opens water check valve at this time, discharge orifice is directly by the water of basement bottom by drawing
Water pipe is clapped into gutter, improves emergency drainage ability, and the hydraulic pressure below basement carries out pressure release in time, is had stronger
Anti-floating effect, and dismountable aqueduct can be packed up in non-rainstorm weather, not influence basement internal structure.Whole anti-uplift fills
Put the basement that can be performed in and build up, convenient transformation and saving cost.
Preferably, the gutter end connects rectification well, draining sidewalk for visually impaired people is placed in the gutter.
By using above-mentioned technical proposal, gutter by the water of basement external be pooled to rectification well carry out unified utilization or
Excretion, draining sidewalk for visually impaired people can the current external to basement wall filter, prevent the impurity in outdoor ponding from entering whole pipeline,
Result in blockage, obtain the effect of optimization structure.
Preferably, the cover board in closing gutter is fixedly connected with above the gutter.
By using above-mentioned technical proposal, opening is generally above gutter, when current are excessive, the water in gutter is easy
Diffuse out, cause the ponding inside basement, not only contribute to safeguard the clean and tidy of gutter using capping, more achieving prevents spilling water
Effect.
Preferably, the position that the cover board corresponds to aqueduct offers the irrigating gate for matching aqueduct, the irrigating gate
Inner wall is equipped with expansion sealing strip, and the irrigating gate side is equipped with the capping hinged with cover board, and the capping is extended with fitting diversion
The convex block of mouth.
By using above-mentioned technical proposal, the anti-floating draining of basement under normal circumstances can be completed by osculum, when
When water check valve at discharge orifice is closed, aqueduct is detachable, closes capping at this time to close irrigating gate, the convex block of capping and diversion
Mouth inner wall fitting, prevents debris from entering.When the water level in gutter is higher, water touches expansion sealing strip, expansion sealing strip
Absorb water the gap to become larger between closely knit convex block and irrigating gate, realizes the sealing in gutter.
Preferably, the seal pipe inner wall depression sets annular groove, it is bonded in the annular groove and places O-ring seals.
By using above-mentioned technical proposal, rainstorm weather is run into, it is necessary to open aerial drainage when the hydraulic pressure below basement is higher
Pipe, and aqueduct is accessed into seal pipe, after aqueduct is inserted into seal pipe, inner and outer walls of pipeline mutually extrudes so that O-ring seals become
Shape, fills gap between pipe, reaches the effect of sealing.
Preferably, connected between the seal pipe and aqueduct by thread bush, the seal pipe and diversion pipe outer wall
The external screw thread of matching thread bush is set.
By using above-mentioned technical proposal, aqueduct comes off from seal pipe during to prevent that current are excessive, using thread bush
It is easy for installation from aqueduct with being attached outside seal pipe, again without prejudice to aqueduct while improving the stability of structure
Dismounting.
Preferably, the basement bottom board include it is some with basement at the top of the frame columns that are connected, the aqueduct and
Water check valve is set close to frame column.
By using above-mentioned technical proposal, if water check valve, seal pipe etc. are arbitrarily opened on basement bottom board, underground is influenced
The traveling of indoor vehicle, discharge orifice is opened on the basement bottom board near frame column, the water guide connected on discharge orifice
Pipe will reduce the influence advanced to basement vehicle with water check valve.
Preferably, more alum Silica hydrogels are filled between the discharge orifice and aqueduct.
By using above-mentioned technical proposal, the water below basement is easily directly exuded in basement from discharge orifice, more
Alum Silica hydrogel is rapid hardening waterproofing agent, is generally used for leak stopping, joint filling etc. and locally rushes to repair.With with tune, condense only needs more alum Silica hydrogels
A few minutes, more alum Silica hydrogels, play the role of cementing and filling pore, improve the water proofing property between basement bottom board.
Preferably, filter screen is set in the aqueduct.
By using above-mentioned technical proposal, the water below basement bottom board is introduced directly into water check valve for a long time there are impurity
With aqueduct, there are the risk of blocking, increase filter screen in aqueduct, water is filtered before entering water check valve, prevent from blocking,
It ensure that being normally carried out for anti-floating draining, achieve the effect of optimization structure.
Preferably, the containing box for storing aqueduct is provided with the gutter.
By using above-mentioned technical proposal, when basement need not carry out emergency drainage, aqueduct, which is packed up, not to be unified
The place of storage, the strip containing box that gutter top is set, carries out aqueduct unified storage, and convenient next time, which meets an urgent need, arranges
Take out and be attached in time during water, achieve and operate portable effect.
Described in synthesis, the utility model has the following advantages：
1. beginning to rehearse water hole in basement side wall, the anti-floating that the existing basement bad to anti-floating ability is realized in gutter is built by laying bricks or stones
Transformation, convenient transformation and saving cost.
2. for the weather conditions such as heavy rain, discharge orifice is opened in basement bottom board, by the aqueduct that detachable connects by water
Directly arrange to gutter, reach Quick drainage anti-floating, prevent basement from damaging.
Brief description of the drawings
Fig. 1 is the integrally-built schematic diagram of the present embodiment；
Fig. 2 is the schematic diagram for being used to show gutter structure in the present embodiment；
Fig. 3 is the enlarged drawing at A in Fig. 2；
Fig. 4 is the enlarged drawing at B in Fig. 2；
Fig. 5 is to be used to show the sectional view after aqueduct is packed up in the present embodiment.
In figure, 1, basement side wall；11st, osculum；12nd, gutter；13rd, draining sidewalk for visually impaired people；14th, cover board；15th, irrigating gate；
16th, expansion sealing strip；17th, cover；171st, convex block；18th, containing box；2nd, basement bottom board；21st, discharge orifice；22nd, aqueduct；
221st, filter screen；23rd, water check valve；24th, seal pipe；241st, annular groove；242nd, O-ring seals；25th, thread bush；26th, external screw thread；3、
Aqueduct；4th, rectification well；5th, frame column.
Embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment：As shown in Figure 1, a kind of anti-floating drainage arrangement for existing basement, including basement side wall 1 and ground
Lower room bottom plate 2, basement side wall 1 penetrate through the osculum 11 for opening up and being evenly spaced on, and 11 position of osculum is put down less than basement
Equal water level, 11 outer basement side wall of osculum, 1 inner wall set gutter 12, and the current outside basement are introduced ground by osculum 11
Lower interior, and be collected water by gutter 12, water is pooled in rectification well 4, carries out unified utilization or discharge.
As shown in Figure 1, draining sidewalk for visually impaired people 13 is placed along 12 length of gutter is square in gutter 12.Draining sidewalk for visually impaired people 13 is cylinder
Shape, boring are used to converge water progress fast guiding, and the outside of draining sidewalk for visually impaired people 13 is refined net structure, blind from draining easy to water
The side wall in road 13 penetrates into, and carries filtering function, prevents the debris in water around from entering the inside of draining sidewalk for visually impaired people 13, causes stifled
Plug.The draining sidewalk for visually impaired people 13 added in gutter 12, side wall contradict osculum 11, and draining sidewalk for visually impaired people 13 can be external to basement wall
Current are filtered, and are prevented the impurity in outdoor ponding from entering whole pipeline, are resulted in blockage.Draining sidewalk for visually impaired people 13 is in gutter 12
Set along certain slope, the draining sidewalk for visually impaired people 13 set along the gradient is easy to water guiding to rectification well 4, improves current and enters rectification well 4
Speed.
As depicted in figs. 1 and 2, to prevent in gutter 12 current larger or water level overflows compared with Gao Shishui above gutter 12
Go out, the top of gutter 12 is fixedly connected with the cover board 14 in closing gutter 12.
As shown in Figure 1, basement bottom board 2 includes some frame columns 5 being connected with basement top, frame column 5 is used for branch
Support the frame structure of basement.
As shown in Fig. 2, basement bottom board 2, which runs through, offers discharge orifice 21, it is to reduce 2 perforate of basement bottom board to by ground
The influence of lower room vehicle, discharge orifice 21 are opened in around frame column 5.
As shown in figure 3, being equipped with aqueduct 22 in discharge orifice 21, underground water is touched in 22 bottom of aqueduct, to prevent basement
The water of lower section is directly seeped into basement from discharge orifice 21, and filling is for leak stopping, joint filling between discharge orifice 21 and aqueduct 22
More alum Silica hydrogels so that underground water can only flow through aqueduct 22.
As shown in figure 3,22 upper end of aqueduct connects water check valve 23,23 other end fixed connection and sealing pipe of water check valve
24, seal pipe 24 is used to connect aqueduct 3, when needing to connect aqueduct 3, aqueduct 3 is inserted into seal pipe 24, aqueduct
Underground water is discharged into gutter 12 by 3, to prevent the impurity in underground water is directly entered water check valve 23 from resulting in blockage with aqueduct 3,
Filter screen 221 is provided with aqueduct 22.
As shown in figure 3, aqueduct 3 is detachably connected with seal pipe 24,24 inner wall depression of seal pipe sets annular groove 241, ring
O-ring seals 242 are placed in fitting in groove 241.After aqueduct 3 is inserted into seal pipe 24, inner and outer walls of pipeline mutually extrudes so that O shapes are close
Seal 242 deforms, and fills gap between pipe, prevents water from overflowing.It is close to reinforce the connection structure between seal pipe 24 and aqueduct 3
Tube sealing 24 sets with 3 outer wall of aqueduct with being arranged with detachable thread bush 25, seal pipe 24 outside aqueduct 3 and matches thread bush 25
External screw thread 26.
As shown in figure 4, cover board 14 corresponds to the irrigating gate 15 that 3 position of aqueduct opens up matching aqueduct 3, irrigating gate 15 is inserted into
Aqueduct 3, aqueduct 3 are detachably connected with irrigating gate 15, and 15 inner wall of irrigating gate sets expansion sealing strip 16,15 side of irrigating gate
The capping 17 hinged with cover board 14 is provided with, capping 17 is extended with the convex block 171 of fitting irrigating gate 15.
As shown in figure 5, the containing box 18 for storing aqueduct 3 is provided with gutter 12.Need not be into basement
During row emergency drainage, containing box 18 carries out aqueduct 3 unified storage, conveniently takes out and is connected in time during emergency drainage next time
Connect.
The course of work：For the not sufficiently good existing basement of measure of anti float, basement side wall 1 is taken to begin to rehearse water hole 11,
And build gutter 12 by laying bricks or stones below osculum 11, the water outside basement is introduced in the indoor gutter 12 in underground and is sent to rectification
Well 4, realizes drainage and anti-float.
It is single more slow by 11 draining of osculum of basement side when meeting with heavy rain when special weather, it is impossible to and
When alleviate basement outside hydraulic pressure.21 draining of discharge orifice is utilized at this time, and aqueduct 3 is taken out from containing box 18, aqueduct 3 is inserted
Enter in seal pipe 24, turn thread bush 25 connects aqueduct 3 and seal pipe 24, the capping 17 on cover board 14 is opened, by aqueduct 3
Other end insertion irrigating gate 15 in, then open water check valve 23, the water of the lower section of basement bottom board 2 is directly discharged into gutter 12, real
Existing Quick drainage, reaches anti-floating effect.
After rainstorm weather, water check valve 23 is closed, unscrewing thread set 25 is by aqueduct 3 from seal pipe 24 and irrigating gate 15
Middle extraction, and capping 17 is overturn, irrigating gate 15 is closed, wound aqueduct 3 puts it into containing box 18.
This specific embodiment is only explanation to the utility model, it is not the limitation to the utility model, ability
Field technique personnel as needed can make the present embodiment the modification of no creative contribution after this specification is read, but
As long as all protected in the right of the utility model be subject to Patent Law.
Claims (10)
1. a kind of anti-floating drainage arrangement for existing basement, including basement side wall (1) and basement bottom board (2), it is special
Sign is：The basement side wall (1) perforation opens up the osculum (11) being evenly spaced on, osculum (11) outer
Lower room side wall (1) inner wall sets gutter (12), and the basement bottom board (2), which is run through, discharge orifice (21), the discharge orifice
(21) insertion aqueduct (22) in, aqueduct (22) the end connection water check valve (23), water check valve (23) other end connect
Seal pipe (24) is connect, the seal pipe (24) is connected with gutter (12) by aqueduct (3), the aqueduct (3) and sealing
Manage (24), the connection of gutter (12) detachable.
2. the anti-floating drainage arrangement according to claim 1 for existing basement, it is characterised in that：The gutter
(12) end connection rectification well (4), the gutter (12) is interior to place draining sidewalk for visually impaired people (13).
3. the anti-floating drainage arrangement according to claim 2 for existing basement, it is characterised in that：The gutter
(12) top is fixedly connected with the cover board (14) of closing gutter (12).
4. the anti-floating drainage arrangement according to claim 3 for existing basement, it is characterised in that：The cover board (14)
The position of corresponding aqueduct (3) offers the irrigating gate (15) of matching aqueduct (3), and irrigating gate (15) inner wall is equipped with expansion
Sealing rod (16), irrigating gate (15) side are equipped with the capping (17) hinged with cover board (14), and the capping (17) is extended with
It is bonded the convex block (171) of irrigating gate (15).
5. the anti-floating drainage arrangement according to claim 4 for existing basement, it is characterised in that：The seal pipe
(24) inner wall depression sets annular groove (241), is bonded in the annular groove (241) and places O-ring seals (242).
6. the anti-floating drainage arrangement according to claim 5 for existing basement, it is characterised in that：The seal pipe
(24) it is connected between aqueduct (3) by thread bush (25), the seal pipe (24) sets with aqueduct (3) outer wall and matches spiral shell
The external screw thread (26) of line set (25).
7. the anti-floating drainage arrangement according to claim 1 for existing basement, it is characterised in that：The basement bottom
Plate (2) includes some frame columns (5) being connected with basement top, and the aqueduct (22) is with water check valve (23) close to frame column
(5) set.
8. the anti-floating drainage arrangement according to claim 1 for existing basement, it is characterised in that：The discharge orifice
(21) more alum Silica hydrogels are filled between aqueduct (22).
9. the anti-floating drainage arrangement according to claim 1 for existing basement, it is characterised in that：The aqueduct
(22) filter screen (221) is set in.
10. the anti-floating drainage arrangement according to claim 1 for existing basement, it is characterised in that：The gutter
(12) containing box (18) for storing aqueduct (3) is provided with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721228246.XU CN207244679U (en) | 2017-09-21 | 2017-09-21 | Anti-floating drainage arrangement for existing basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721228246.XU CN207244679U (en) | 2017-09-21 | 2017-09-21 | Anti-floating drainage arrangement for existing basement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207244679U true CN207244679U (en) | 2018-04-17 |
Family
ID=61886336
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721228246.XU Expired - Fee Related CN207244679U (en) | 2017-09-21 | 2017-09-21 | Anti-floating drainage arrangement for existing basement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207244679U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109930632A (en) * | 2019-02-28 | 2019-06-25 | 青岛市勘察测绘研究院 | Basement underground water self-balancing anti-floating system based on base-rock shallow slope area |
-
2017
- 2017-09-21 CN CN201721228246.XU patent/CN207244679U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109930632A (en) * | 2019-02-28 | 2019-06-25 | 青岛市勘察测绘研究院 | Basement underground water self-balancing anti-floating system based on base-rock shallow slope area |
| CN109930632B (en) * | 2019-02-28 | 2023-12-22 | 青岛市勘察测绘研究院 | Basement groundwater self-balancing anti-floating system based on bedrock shallow buried slope area |
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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 |
Granted publication date: 20180417 |