CN207620126U - Beam slab leaks drainage device - Google Patents
Beam slab leaks drainage device Download PDFInfo
- Publication number
- CN207620126U CN207620126U CN201721663042.9U CN201721663042U CN207620126U CN 207620126 U CN207620126 U CN 207620126U CN 201721663042 U CN201721663042 U CN 201721663042U CN 207620126 U CN207620126 U CN 207620126U
- Authority
- CN
- China
- Prior art keywords
- water collector
- beam slab
- drainage device
- keel
- drainage tube
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 47
- 238000005452 bending Methods 0.000 claims description 8
- 238000007569 slipcasting Methods 0.000 abstract description 4
- 239000012530 fluid Substances 0.000 abstract description 2
- 230000008676 import Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 8
- 239000002184 metal Substances 0.000 description 4
- 230000006378 damage Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
The utility model provides a kind of beam slab leakage drainage device, one end tie-beam board bottom portion of the leakage drainage device, and the other end connects sump, and sump is set to underground, and the beam slab leakage drainage device includes：Fixed structure, water collector and drainage tube.The fixed structure includes keel and two fixing pieces, and the keel cross at below the beam slab, and described two fixing pieces intert from the both ends of the keel and are inserted to the beam slab bottom respectively；Longitudinal cross-section on the water collector long side direction is configured to up big and down small inverted trapezoidal structure, and the top of the water collector connects the beam slab bottom, and the keel are amplexiformed in the lower part of the water collector；One end of the drainage tube connects the lower part of the water collector, and the other end of the drainage tube connects the sump.The utility model absorbs leak fluid using water collector and imports sump by drainage tube, solves the technical issues of floor seepage slip casting cannot be satisfied leak stopping difficulty.
Description
Technical field
The utility model is related to technical field of building construction, relate in particular to a kind of beam slab leakage drainage device.
Background technology
As current city construction develops rapidly, requirement of the engineering to the duration is getting faster, and floor seepage problem has more existing
In roofing, basement, leakage problems are also relatively common, and the whole nation is commonplace because of the engineering of floor seepage.The reason of beam slab leaks
Also more complicated, according to the difference of the light and heavy degree of beam slab leakage, common leak stopping mode has：Concrete surface weight is abolished in slip casting
New repairing waterproof, water do not leak the methods of leak stopping, filling expanding material, and using grouting method, unobvious are administered to seepage place, past
Toward being that slip casting part is non-leakage, other positions is caused to continue to leak, Meteorological is higher, effectively cannot thoroughly solve leakage and ask
Topic, causes to claim damages, while Damage Structure safety.
Utility model content
In view of the foregoing, the utility model provides a kind of beam slab leakage drainage device, is oozed by using water collector absorption
Leakage body simultaneously imports sump by drainage tube, solves the technical issues of floor seepage slip casting cannot be satisfied leak stopping difficulty, reaches
To the purpose for effectively thoroughly solving floor seepage.
To achieve the above object, the technical scheme adopted by the utility model is that：A kind of beam slab leakage drainage device, institute are provided
One end tie-beam board bottom portion of leakage drainage device is stated, the other end connects sump, and the sump is set to underground, the beam slab
Leaking drainage device includes：Fixed structure, water collector and drainage tube.The fixed structure includes keel and two fixing pieces, institute
It states keel to cross at below the beam slab, and described two fixing pieces intert from the both ends of the keel and are inserted to the beam respectively
Board bottom portion；Longitudinal cross-section on the water collector long side direction is configured to up big and down small inverted trapezoidal structure, the water collector
Top connects the beam slab bottom, and the keel are amplexiformed in the lower part of the water collector；One end of the drainage tube connects the collection
The other end of the lower part of hydrophone, the drainage tube connects the sump.
The utility model leak drainage device further improvement lies in that, the drainage tube includes connecting under the water collector
The ground epimere in portion, the underground section of the connection sump and the bending segment for connecting described ground epimere and the underground section, it is described
Ground epimere is configured to the structure being vertically arranged, and the underground section is configured to the structure being obliquely installed, and the bending segment is configured to justify
Arc pipe.
The further improvement of the utility model leakage drainage device is that the gradient range of the underground section exists
Between 0.5%~1.5%.
The utility model leak drainage device further improvement lies in that, enable the short side wall of the water collector to described
Angle between the bottom plate of water collector is the base angle of water collector, and the angular range at the base angle is between 130 °~140 °.
The utility model leak drainage device further improvement lies in that, the browser at the bottom of the catchment is inclined to set, and institute
The gradient range of browser at the bottom of the catchment is stated between 2.5%~3.5%.
The utility model makes it have following advantageous effect as a result of above technical scheme：
(1) it absorbs leak fluid by using water collector and sump is imported by drainage tube, solve floor seepage note
The technical issues of slurry cannot be satisfied leak stopping difficulty achievees the purpose that effectively thoroughly to solve floor seepage.
(2) for the gradient range of underground section between 0.5%~1.5%, this range drainage effect is best.
(3) the base angle angular range of browser at the bottom of the catchment is conducive to arrange under water body between 130 °~140 °.
Description of the drawings
Fig. 1 is the utility model overall structure diagram.
Fig. 2 is the water collector side structure schematic view in the utility model Fig. 1.
Drawing reference numeral explanation：
Fixed structure 10；Keel 11；Fixing piece 12；Water collector 20；Base angle 21；Drainage tube 30；Ground epimere 31；Underground section
32；Bending segment 33；Beam slab 40；Sump 50.
Specific implementation mode
For the benefit of to the understanding of the utility model, illustrate with reference to the accompanying drawings and embodiments.
It please refers to Fig.1 to Fig. 2, the utility model provides beam slab and leaks drainage device, one end of the leakage drainage device
40 bottom of beam slab is connected, the other end connects sump 50, and sump 50 is set to underground, and the beam slab leakage drainage device includes：
Fixed structure 10, water collector 20 and drainage tube 30.Wherein：
As depicted in figs. 1 and 2, the fixed structure 10 includes that keel 11 and two fixing pieces 12, keel 11 cross at beam
40 lower section of plate, and two fixing pieces 12 intert from the both ends of keel 11 and are inserted to 40 bottom of beam slab respectively.
As depicted in figs. 1 and 2, the longitudinal cross-section on 20 long side direction of the water collector is configured to up big and down small inverted trapezoidal
Structure, top 40 bottom of connection beam slab of water collector 20, keel 11 are amplexiformed in the lower part of water collector 20.As shown in Fig. 2, enabling water collector
20 short side wall is to the base angle 21 that the angle between the bottom plate of water collector 20 is water collector, and the angular range at base angle 21 is at 130 °
Between~140 °.As shown in Fig. 2, 20 bottom of water collector is inclined to set, and the gradient range of 20 bottom of water collector exists
Between 2.5%~3.5%.
In a preferred embodiment of the utility model, 21 angle of base angle of water collector 20 can be 135 °, water collector 20
The gradient of bottom can be 3%, and the advantageous lower row in water body, but it is not limited to this, can be carried out according to practice of construction situation
Adjustment.
In a preferred embodiment of the utility model, water collector 20 can be metal funnel, and front view is trapezoidal knot
Structure makees antirust treatment to water collector 20, and to increase its service life and antiseep effect, but it is not limited to this, can be according to reality
Condition of construction is adjusted.
In a preferred embodiment of the utility model, keel 11 can be rectangular metal keel, and fixing piece 23 can be
Expansion bolt, but it is not limited to this, can be adjusted according to practice of construction situation.
As shown in Figure 1, the lower part of one end connection water collector 20 of the drainage tube 30, the other end connection collection of drainage tube 30
Well 50.Drainage tube 30 includes the ground epimere 31 of 20 lower part of connection water collector, connects underground section 32 and the connection of sump 50
The bending segment 33 of ground epimere 31 and underground section 32, ground epimere 31 shape the structure being vertically arranged, and underground section 32 is configured to tilt
The structure of setting, for the gradient range of underground section between 0.5%~1.5%, bending segment 33 is configured to arc tube.
In a preferred embodiment of the utility model, underground section gradient can be 1%, and more convenient water body draws
Stream, but it is not limited to this, can be adjusted according to practice of construction situation.
In a preferred embodiment of the utility model, drainage tube 30 can be circular metal steel pipe, and drainage tube 30 is cut
The a diameter of 48mm in face, wall thickness 3mm, but it is not limited to this, can be adjusted according to practice of construction situation.
In a preferred embodiment of the utility model, the connection of ground epimere 31, bending segment 33 and underground section 32 uses
It is threadedly coupled, thread connecting mode installing and dismounting is more convenient, realizes that repeatedly turnover utilizes, but it is not limited to this, can be according to reality
Border condition of construction is adjusted.
Further, the bottom of the water collector 20 opens up hole (not shown), and the diameter of described hole slightly smaller than draws
The diameter of section of flow tube 30, to ensure that it is close that installation coincide.
In a preferred embodiment of the utility model, drainage tube 30 is connected as one with described hole by gluing,
To prevent from leading to the destruction of metal water collector 20 because of welding, but it is not limited to this, as long as the survivable water collector of connection type 20
, can be adjusted according to practice of construction situation.
The utility model is described in detail above in association with accompanying drawings and embodiments, those skilled in the art can
Many variations example is made to the utility model according to the above description.Thus, certain details in embodiment should not be constituted to this reality
With novel restriction, the utility model will be using the range that the appended claims define as the scope of protection of the utility model.
Claims (5)
1. a kind of beam slab leaks drainage device, one end tie-beam board bottom portion of the leakage drainage device, other end connection is catchmented
Well, the sump are set to underground, which is characterized in that the beam slab drainage device includes：
Fixed structure, the fixed structure include keel and two fixing pieces, and the keel cross at below the beam slab, and institute
Two fixing pieces are stated to intert from the both ends of the keel respectively and be inserted to the beam slab bottom；
Water collector, the longitudinal cross-section on the water collector long side direction is configured to up big and down small inverted trapezoidal structure, described to catchment
The top of device connects the beam slab bottom, and the keel are amplexiformed in the lower part of the water collector；
Drainage tube, one end of the drainage tube connect the lower part of the water collector, and the other end of the drainage tube connects the collection
Well.
2. beam slab according to claim 1 leaks drainage device, which is characterized in that the drainage tube includes connecting the collection
The ground epimere of hydrophone lower part, the underground section of the connection sump and the bending for connecting described ground epimere and the underground section
Section, described ground epimere are configured to the structure being vertically arranged, and the underground section is configured to the structure being obliquely installed, the bending segment at
Shape is arc tube.
3. beam slab according to claim 2 leaks drainage device, which is characterized in that the gradient range of the underground section
Between 0.5%~1.5%.
4. beam slab according to claim 1 leaks drainage device, which is characterized in that enable the short side wall of the water collector extremely
Angle between the bottom plate of the water collector is the base angle of water collector, and the angular range at the base angle is between 130 °~140 °.
5. beam slab according to claim 1 leaks drainage device, which is characterized in that the browser at the bottom of the catchment is inclined to be set
It sets, and the gradient range of the browser at the bottom of the catchment is between 2.5%~3.5%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721663042.9U CN207620126U (en) | 2017-12-04 | 2017-12-04 | Beam slab leaks drainage device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721663042.9U CN207620126U (en) | 2017-12-04 | 2017-12-04 | Beam slab leaks drainage device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207620126U true CN207620126U (en) | 2018-07-17 |
Family
ID=62825508
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721663042.9U Expired - Fee Related CN207620126U (en) | 2017-12-04 | 2017-12-04 | Beam slab leaks drainage device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207620126U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112013198A (en) * | 2020-08-27 | 2020-12-01 | 国网冀北电力有限公司检修分公司 | Oil pressure treatment device and method for oil seepage zone of transformer substation oil filling equipment |
| CN114704121A (en) * | 2022-03-23 | 2022-07-05 | 中建八局科技建设有限公司 | Fixed roof leakage maintenance device and roof leakage maintenance method |
| CN115419293A (en) * | 2022-09-19 | 2022-12-02 | 四川正大未来建筑科技有限公司 | Structure and process for repairing leakage gap between kitchen and toilet in minimally invasive manner |
-
2017
- 2017-12-04 CN CN201721663042.9U patent/CN207620126U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112013198A (en) * | 2020-08-27 | 2020-12-01 | 国网冀北电力有限公司检修分公司 | Oil pressure treatment device and method for oil seepage zone of transformer substation oil filling equipment |
| CN114704121A (en) * | 2022-03-23 | 2022-07-05 | 中建八局科技建设有限公司 | Fixed roof leakage maintenance device and roof leakage maintenance method |
| CN115419293A (en) * | 2022-09-19 | 2022-12-02 | 四川正大未来建筑科技有限公司 | Structure and process for repairing leakage gap between kitchen and toilet in minimally invasive manner |
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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: 20180717 |