CN206667305U - Basement seepage point gradually leak stopping structure - Google Patents
Basement seepage point gradually leak stopping structure Download PDFInfo
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- CN206667305U CN206667305U CN201720353668.3U CN201720353668U CN206667305U CN 206667305 U CN206667305 U CN 206667305U CN 201720353668 U CN201720353668 U CN 201720353668U CN 206667305 U CN206667305 U CN 206667305U
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- drainage tube
- basis
- hole
- leak stopping
- seepage point
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Abstract
The utility model discloses a kind of basement seepage point gradually leak stopping structure, and it includes plunger, drainage tube, main filler, closure material, cover plate, mortar and basis.The drainage tube is inserted in the hole that basis has been dug, end flushes with basic outer wall, nose end contracts at hole and horn mouth joint portion, main filler is completely filled out between the hole inwall on drainage tube and basis, this stage drainage tube is the interim current by pass of infiltration, and the plunger is wooden pieces, the plunger configured afterwards fills in the end of drainage tube, the remaining inner chamber plug dress closure material of drainage tube, the cover plate are seated in the nose end of drainage tube and are fixedly connected, and form the plugging structure to closure material.This interim current by pass of the completely switched off drainage tube of this structure.The mortar is smeared on the cover board until filling-in horn mouth.The utility model is set by multi layer waterproof, completes the thorough closure to seepage point stage by stage, and blocks steady quality, reliable, and project seepage controlling water requirement is fully achieved.
Description
Technical field
A kind of architectural engineering infiltration leak stopping structure is the utility model is related to, specifically, the utility model is related to a kind of ground
Lower room seepage point gradually leak stopping structure.
Background technology
Commercial and residential building, office building are typically provided with basement, particularly some large-scale commercial and residential buildings even Horizon with have 2~
3 layers of basement.It is loose in some concretes easily by the etch of underground water because the exterior wall or bottom plate of basement are picked up under meter positioned at number
Turn into seepage point naturally at point.Because basement seepage problem is related to construction quality problem, construction party must effect a radical cure seepage point in time,
Otherwise it is difficult to close by acceptance of engineering quality.Industry generally use fixed point is dug under prior art conditions, in the hole of shaping
Inside crammed again with concrete.Such a infiltration leak stopping structure enforcement difficulty is small, easy to operate, economical and practical, can reach expected leak stopping
Effect.But prior art construction quality is had a great influence by water percolating capacity, it is impossible to ensures leak stopping quality.For example, trouble point is seeped water
Amount is big, and the concrete not yet solidified is directly washed away in the underground water for pouring in shape, and the concrete constituent part crammed after necessarily causing is lost in, due to
Concrete Quality Down is crammed, necessarily reduces trouble point plugging effect, even if wouldn't seep water, fragile leak stopping concrete is also difficult to for a long time herein
Ensure quality.
Utility model content
The utility model mainly for prior art leak stopping quality it is unstable the problem of, propose a kind of basement seepage point gradually
Leak stopping structure, this is simple in construction, making is easy, leak stopping steady quality is reliable.
The utility model is achieved through the following technical solutions technical goal.
Basement seepage point gradually leak stopping structure, it includes plunger, drainage tube, main filler, closure material, cover plate, mortar and base
Plinth.The basis is outer wall of basement or bottom plate, and the hole dug at seepage point extends vertically through basis, and the hole is small in outer imperial palace
Tapered hole, hole portion are provided with horn mouth.It is theed improvement is that：The drainage tube is straight tube, and its length is shorter than base thickness by 15
~25mm, drainage tube are inserted in the middle part of the hole dug, and end flushes with basic outer wall, and nose end contracting is combined at hole with horn mouth
Portion, main filler is completely filled out between the hole inwall on drainage pipe outer wall and basis.The plunger is wooden pieces, and the plunger configured afterwards is filled in
The end of drainage tube, the remaining inner chamber plug dress closure material of drainage tube.The cover plate is that steel plate, the cover plates such as 3~5mm are seated in
The nose end of drainage tube is simultaneously fixedly connected, and forms the plugging structure to closure material.The mortar is smeared on the cover board until filling-in
Horn mouth.
As further improvement project, the radially-protruding wing together is at least fixedly connected with the outer wall of the drainage tube stage casing
Plate, wing plate extend radially out 20~30mm of length.
As further improvement project, the main filler is expansion waterproof concrete.
As further improvement project, the closure material is leak stopping type water tight packing.
As further improvement project, the drainage tube is bore 20~φ of φ 50mm metal tube.
The utility model compared with prior art, has the positive effect that：
1st, gradually blockage structure is simple, construction is easy, workable for substep；
2nd, interim current by pass is reserved, is advantageous to subject of implementation closure, the main filler tamped will not nothing in process of setting
Therefore it is lost in；
3rd, drainage tube peripheral hardware wing plate, structural strength is both improved, having again prevents drainage tube axial leakage function；
4th, multi layer waterproof setting is made in structure, it is closure steady quality, reliable.
Brief description of the drawings
Fig. 1 is the utility model structural profile illustration.
The structural profile illustration that it is only basis cutting hole in Fig. 1 that Fig. 2, which is,.
Fig. 3 is to lay drainage tube in hole shown in Fig. 2 and tamp the structural profile illustration of main filler.
Fig. 4 is on the basis of shown in Fig. 3, and in the end of drainage tube plug dress plunger, closure is then clogged in remaining chamber
Material, finally it is fixedly connected with the structural profile illustration of cover plate in the nose end of drainage tube.
Embodiment
Below according to accompanying drawing and in conjunction with the embodiments, the utility model is described in further detail.
Basement seepage point shown in Fig. 1 gradually leak stopping structure, it include plunger 1, drainage tube 2, main filler 3, closure material 4,
Cover plate 5, mortar 6 and basis 7.The present embodiment basis 7 is outer wall of basement, and hole is dug at seepage point, is dredged with what removal original was put
Song Tong.Perpendicular to plane and through the wall thickness on basis 7, the hole is in the small tapered hole of outer imperial palace as shown in Figure 2 in the hole dug, and
And it is provided with horn mouth in hole portion.The drainage tube 2 is straight tube, and it is directly positioned in the hole that basis 7 has been dug, drainage tube 2
Interim current by pass during only being blocked as the utility model, aerial drainage are easy to tamp master between drainage tube 2 and hole inwall
Filler 3, the main filler 3 are expansion waterproof concrete.Because infiltration is from current by pass discharge, the component of main filler 3 tamped is solidifying
During will not be lost in without reason, for high quality block seepage point provide safeguard.The embedding length of drainage tube 2 is more in place than institute in structure
The thickness of basis 7 put is shorter, the short 15mm of the present embodiment.During actual installation, the end of drainage tube 2 flushes with basic 7 outer walls, manages
The contracting of mouth end is at hole and horn mouth joint portion.The present embodiment is because water percolating capacity is larger, and embedding drainage tube 2 is from bore φ 50mm
Metal tube, and the wing plate 2.1 for extending radially out 25mm together is fixedly connected with the outer wall of stage casing.The outer wall of drainage tube 2 shown in Fig. 3
On be fixedly connected with wing plate 2.1, radially-protruding wing plate 2.1 can further improve structural strength, and having again prevents underground water along drawing
The outer wall axial leakage function of flow tube 2.The plunger 1 is wooden pieces, and after the solidification of main filler 3, plunger 1 is filled in such as Fig. 4 institutes
The end of drainage tube 2 shown, volumetric expansion after plunger 1 soaks, play a part of blocking drainage tube 2 naturally.In order to further prevent
Only seep water, the plug dress closure material 4 in 2 remaining inner chamber of drainage tube, the closure material 4 of the present embodiment application is commercially available leak stopping type waterproof
Filler.Fill in plunger 1 and closure material 4 respectively in drainage tube 2, realization blocks drainage tube 2 this interim current by pass completely.Institute
The grade steel plate that cover plate 5 is one piece of 3.0mm is stated, cover plate 5 is seated in the nose end of drainage tube 2 and is fixedly connected, and thus enters one
Step strengthens the closure to closure material 4.Above-mentioned gradually leak stopping structure is set by multi layer waterproof, completes the envelope to seepage point stage by stage
It is stifled, and steady quality, reliable is blocked, project seepage controlling water requirement is fully achieved.In order to eliminate repairing vestige, smeared on cover plate 5
Mortar 6, untill filling-in horn mouth.
Claims (5)
1. a kind of basement seepage point gradually leak stopping structure, it includes plunger（1）, drainage tube（2）, main filler（3）, closure material（4）、
Cover plate（5）, mortar（6）And basis（7）；The basis（7）For outer wall of basement or bottom plate, the hole dug at seepage point is vertical
Through basis（7）, in the small tapered hole of outer imperial palace, hole portion is provided with horn mouth in the hole；It is characterized in that：The drainage tube（2）
For straight tube, its length is than basis（7）Short 15~the 25mm of thickness, drainage tube（2）It is inserted in the middle part of the hole dug, end and basis
（7）Outer wall flushes, and nose end contracting is at hole and horn mouth joint portion, in drainage tube（2）Outer wall and basis（7）Hole inwall between
Completely fill out main filler（3）；The plunger（1）For wooden pieces, the plunger configured afterwards（1）Fill in drainage tube（2）End, drainage tube
（2）Remaining inner chamber plug dress closure material（4）；The cover plate（5）For the steel plates such as 3~5mm, cover plate（5）It is seated in drainage tube（2）
Nose end and be fixedly connected, form to closure expect（4）Plugging structure；The mortar（6）It is put on cover plate（5）Above until mending
Flat horn mouth.
2. basement seepage point according to claim 1 gradually leak stopping structure, it is characterised in that：The drainage tube（2）Stage casing
Radially-protruding wing plate together is at least fixedly connected with outer wall（2.1）, wing plate（2.1）Extend radially out 20~30mm of length.
3. basement seepage point according to claim 1 gradually leak stopping structure, it is characterised in that：The main filler（3）To be swollen
Swollen waterproof concrete.
4. basement seepage point according to claim 1 gradually leak stopping structure, it is characterised in that：The closure material（4）It is stifled
Leakage type water tight packing.
5. basement seepage point according to claim 1 gradually leak stopping structure, it is characterised in that：The drainage tube（2）For mouth
Footpath 20~φ of φ 50mm metal tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720353668.3U CN206667305U (en) | 2017-04-06 | 2017-04-06 | Basement seepage point gradually leak stopping structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720353668.3U CN206667305U (en) | 2017-04-06 | 2017-04-06 | Basement seepage point gradually leak stopping structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206667305U true CN206667305U (en) | 2017-11-24 |
Family
ID=60367322
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720353668.3U Active CN206667305U (en) | 2017-04-06 | 2017-04-06 | Basement seepage point gradually leak stopping structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN206667305U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948382A (en) * | 2017-04-06 | 2017-07-14 | 正威科技集团有限公司 | Basement seepage point gradually leak stopping structure |
| CN107059944A (en) * | 2017-04-06 | 2017-08-18 | 正威科技集团有限公司 | Basement seepage point gradually leak stopping structure and construction method |
-
2017
- 2017-04-06 CN CN201720353668.3U patent/CN206667305U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948382A (en) * | 2017-04-06 | 2017-07-14 | 正威科技集团有限公司 | Basement seepage point gradually leak stopping structure |
| CN107059944A (en) * | 2017-04-06 | 2017-08-18 | 正威科技集团有限公司 | Basement seepage point gradually leak stopping structure and construction method |
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