CN207685959U - A kind of floor when construction for Super High intercepts water drainage arrangement - Google Patents
A kind of floor when construction for Super High intercepts water drainage arrangement Download PDFInfo
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- CN207685959U CN207685959U CN201721485857.2U CN201721485857U CN207685959U CN 207685959 U CN207685959 U CN 207685959U CN 201721485857 U CN201721485857 U CN 201721485857U CN 207685959 U CN207685959 U CN 207685959U
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- intercepts water
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Abstract
A kind of floor when construction for Super High intercepts water drainage arrangement setting between floor and building curtain wall；Include groove, vertical supporting, cushion block and the plate that intercepts water；The U-shaped profile of groove, along the elongated setting in the edge of floor；Vertical side top outward bending of the groove by proximal edge side forms flange, and the bottom surface upper edge length of groove is axial to be equipped at intervals with floor drain；Vertical supporting has one group, is supported between floor and flange along the edge interval of floor；Cushion block arranged for interval is between trench bottom surfaces and floor；The plate that intercepts water is inclined at the top in gap between building curtain wall and floor；The intercept water upper end of plate is closely affixed with building curtain wall；Intercept water plate lower end groove flange overlap joint connection.The gap that the utility model solves the curtain wall of conventional ultra high layer and floor edge is larger and cause the overboard infiltration in part in construction that cannot block discharge in time, the use for influencing the floor to put into effect in advance, the technical issues of causing economic loss and adversely affected to the duration.
Description
Technical field
The utility model belongs to construction floor drainage measure field in construction, especially a kind of to construct for Super High
When floor intercept water drainage arrangement.
Background technology
With the development of domestic construction engineering construction industry and the increasingly maturation of construction technology, after the completion of main structure construction
The traditional concept fitted up again is increasingly not suitable for modern industry construction applications.Especially in construction of super highrise building
In, profession is more, the duration is tight, cross-operation is more, in the case of upper body structure construction, need to intert lower floor decoration, machine
The engineer operations such as electricity also have the case where need to putting into effect in advance because of development plan lower floor.But not due to upper floor curtain wall
Closing, there is a larger gap between edges of boards and curtain wall, rainwater, construction temporarily with water, suppress closed-water test water, fire water etc. and can pass through this
Gap is trickled to lower floor, if do not taken corresponding measure, electromechanical, decorative finish will be had compared with havoc or shadow to lower floor
The use for ringing the floor to put into effect in advance has very big adverse effect while causing economic loss to the duration.And in constructing
Part infiltration, overboard situation it is difficult to predict, it is conventional cut off the water supply, gunnysack closure, the emergency measures such as artificial pump drainage cannot be timely
Prevent the diffusion of water.Therefore, upper floor water how is blocked, and overboard centralized collection is discharged, becomes the one of Super High construction
A heavy difficult point.
Utility model content
A kind of floor when the purpose of this utility model is to provide construction for Super High intercepts water drainage arrangement, to solve to pass
The gap at curtain wall and floor edge is larger and cause the overboard infiltration in part in construction that cannot block discharge, shadow in time in system Super High
The use of the floor to put into effect in advance is rung, economic loss is caused and has the technical issues of very big adverse effect to the duration.
To achieve the above object, the utility model adopts the following technical solution.
A kind of floor when construction for Super High intercepts water drainage arrangement, is arranged between floor and building curtain wall；Including
There are groove, vertical supporting, cushion block and the plate that intercepts water；The U-shaped profile of the groove, and along the elongated setting in the edge of floor；
Wherein, vertical side top outward bending of the groove by proximal edge side forms flange, is grown on the bottom surface of groove, along it between axial direction
Every equipped with floor drain；The vertical supporting has one group, is arranged along the edge interval of floor；Wherein, the bottom end support of vertical supporting
On floor, the apical support of vertical supporting is in the flange bottom of groove；The cushion block has one group, and arranged for interval is in trench bottom surfaces
Between floor；The plate that intercepts water is inclined at the top in gap between building curtain wall and floor；Wherein, it intercepts water the upper end of plate
Bending straight up is closely affixed with building curtain wall, and is sealed by building sealant；The intercept water lower end of plate extends to floor side
The inside of edge, positioned at groove flange top, and with the flange of groove overlap connect.
Preferably, the groove is molded by steel plate bending, and the cross-sectional width of groove is 250mm ~ 350mm.
Preferably, the gap between the floor drain and groove is blocked with fluid sealant, floor drain and the setting drainpipe on floor
It is connected.
Preferably, the vertical supporting is cut by shaped steel rod piece, and the spacing between adjacent vertical supporting is 2000mm
~3000mm.
Preferably, the lap of splice of the flange of the groove and the plate that intercepts water is 100mm ~ 150mm.
Preferably, the spacing between the cushion block is 3000mm~4000mm.
Preferably, the plate that intercepts water is made of galvanized steel plain sheet；Intercept water plate inclination angle be 30 ° ~ 60 °
The utility model has the characteristics that and advantageous effect compared with prior art.
1, the utility model intercepts water plate and groove carrying out electromechanical, decorative operation and installed curtain wall storey setting, works as top
Floor emergency case have it is underwater fall or rainwater enters from the unclosed floor of building curtain wall in building, can fall along the gap on the outside of floor
In groove on to lower layer's floor, water is discharged via the floor drain connection drainpipe of channel bottom.After layer is cut off the water supply in several roads, upper layer
Water does not penetrate into electromechanical, decorative operation or the floor to put into effect in advance, avoids electromechanical, decorative finish and receives immersion destruction,
Economy, the loss of duration caused by finished product soaks are also avoided, the use of the floor to put into effect in advance is not influenced.
2, one group of vertical supporting, wherein the bottom end support of vertical supporting is arranged along the edge interval of floor in the utility model
On floor, the apical support of vertical supporting is in the flange bottom of groove；This design ensures the stability of device.
Cushion block is arranged in 3 the utility model between channel bottom and floor, and the spacing of cushion block is selected for 3000mm~4000mm
It takes, the height of cushion block is adjusted with site operation situation, and slope is looked for floor drain direction convenient for entire groove.
Description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is the cross-sectional structure schematic diagram being arranged between floor and building curtain wall of the utility model.
Fig. 2 is the stereoscopic schematic diagram being arranged between floor and building curtain wall of the utility model.
Fig. 3 is the feature cross-section schematic diagram that the plate that intercepts water of the utility model is connect with groove.
Fig. 4 is the structural plan schematic diagram that the plate that intercepts water of the utility model is connect with groove.
Reference numeral：1- intercept water plate, 2- grooves, 2.1- flange, 3- vertical supportings, 4- cushion blocks, 5- building sealing
Glue, 6- floor drains, 7- building curtain walls, 8- floors, 9- drainpipes.
Specific implementation mode
Shown in the present embodiment combination Fig. 2, in the top for carrying out electromechanical, decorative operation mounting building curtain wall storey setting steel
Plate groove 2（It can be according to on-site actual situations in multiple storey settings）, formulated according to scene actual needs and floor design feature
The angle of inclination of the width of groove 2, the plate 1 that intercepts water, groove 2 can be processed in over-the-counter or field, and can be used in turn upwards, and scene is first
Vertical supporting 3 is installed, then carries out the installation of groove 2；It intercepts water and is sealed using building sealant 5 between plate 1 and building curtain wall 7, adjacent ditch
Slot segment unit uses overlapping mode；When upper floor emergency case have it is underwater fall or rainwater from 7 unclosed floor of building curtain wall into
Enter in building, can fall in the groove 2 on lower layer's floor 8 along the gap in 8 outside of floor, be connected via the floor drain 6 of 2 bottom of groove
Water is discharged drainpipe 9.After layer is cut off the water supply in several roads, upper water does not penetrate into electromechanical, decorative operation or the building to put into effect in advance
Layer avoids electromechanical, decorative finish and receives immersion destruction, also avoids economy, the loss of duration caused by finished product soaks, not shadow
Ring the use of the floor to put into effect in advance.
Described picture 1-4, floor when this construction for Super High intercepts water drainage arrangement, and setting is in floor 8 and building
Between curtain wall 7；Include groove 2, vertical supporting 3, cushion block 4 and the plate 1 that intercepts water；
The U-shaped profile of the groove 2, and along the elongated setting in the edge of floor 8；Wherein, groove 2 leans on proximal edge one
The vertical side top outward bending of side forms flange 2.1, and floor drain 6, ground are equipped at intervals on the bottom surface of groove 2, along its length is axial
Leakage 6 is connected with the setting drainpipe 9 on floor 8, and the gap between floor drain 6 and groove 2 is blocked with fluid sealant；
The vertical supporting 3 has one group, is arranged along the edge interval of floor 8, ensures the stability of device；Wherein, it erects
It is supported on floor 8 to the bottom end of support 3, the apical support of vertical supporting 3 is in 2.1 bottom of flange of groove 2；
The cushion block 4 has one group, and arranged for interval paves groove 2 between 2 bottom surface of groove and floor 8, convenient for looking for slope,
Cushion block 4 used herein can be that brick can also be that wooden unit can also be iron block；
The plate 1 that intercepts water is inclined at the top in gap between building curtain wall 7 and floor 8, the water to fall convenient for upper layer
It flows into groove 2；Wherein, the intercept water upper end of plate 1 bends, is closely affixed with building curtain wall 7 straight up, and passes through and build sealing
Glue 5 seals；Intercept water plate 1 lower end extend to 8 edge of floor inside, positioned at groove 2 flange 2.1 top, and with groove 2
Flange 2.1 overlap joint connection.
In the present embodiment, the groove 2 is molded by steel plate bending, and the cross-sectional width of groove 2 is 250mm ~ 350mm.
In the present embodiment, the vertical supporting 3 is cut by shaped steel rod piece, and the spacing between adjacent vertical supporting 3 can
Think 2000mm~3000mm.
In the present embodiment, the lap of splice of the flange 2.1 of the groove 2 and the plate 1 that intercepts water is 100mm ~ 150mm.
In the present embodiment, the spacing between the cushion block 4 can be 3000mm~4000mm, highly with site operation situation
It is adjusted, slope is looked for 6 direction of floor drain convenient for entire groove 2.
In the present embodiment, the plate 1 that intercepts water is made of galvanized steel plain sheet, and the inclination angle for the plate 1 that intercepts water is 30 ° ~ 60 °
In the present embodiment, the groove 2 is overlapped using one group of groove segment unit.
Above-described embodiment is not the exhaustion of specific implementation mode, can also have other embodiments, above-described embodiment purpose to exist
In illustrating the utility model, and unrestricted the scope of protection of the utility model, it is all from the utility model simple change
Using all falling in the scope of protection of the utility model.
Claims (7)
- The drainage arrangement 1. floor when a kind of construction for Super High intercepts water, is arranged in floor（8）With building curtain wall（7）Between； It is characterized in that：It include groove（2）, vertical supporting（3）, cushion block（4）With the plate that intercepts water（1）；The groove（2）U-shaped profile, and along floor（8）The elongated setting in edge；Wherein, groove（2）By proximal edge The vertical side top outward bending of side forms flange（2.1）, groove（2）Bottom surface on, along it, length is axial is equipped at intervals with ground Leakage（6）；The vertical supporting（3）There is one group, along floor（8）Edge interval setting；Wherein, vertical supporting（3）Bottom end branch Support is in floor（8）On, vertical supporting（3）Apical support in groove（2）Flange（2.1）Bottom；The cushion block（4）There is one group, arranged for interval is in groove（2）Bottom surface and floor（8）Between；The plate that intercepts water（1）It is inclined at building curtain wall（7）With floor（8）Between gap top；Wherein, intercept water plate（1） Upper end bend straight up and building curtain wall（7）It is closely affixed, and passes through building sealant（5）Sealing；Intercept water plate（1）'s Lower end extends to floor（8）The inside at edge is located at groove（2）Flange（2.1）Top, and and groove（2）Flange （2.1）Overlap joint connection.
- The drainage arrangement 2. floor when construction according to claim 1 for Super High intercepts water, it is characterised in that：The ditch Slot（2）It is molded by steel plate bending, and groove（2）Cross-sectional width be 250mm ~ 350mm.
- The drainage arrangement 3. floor when construction according to claim 2 for Super High intercepts water, it is characterised in that：Describedly Leakage（6）With groove（2）Between gap blocked with fluid sealant, floor drain（6）With floor（8）On setting drainpipe（9）It is connected.
- The drainage arrangement 4. floor when construction according to claim 3 for Super High intercepts water, it is characterised in that：It is described perpendicular To support（3）It is cut by shaped steel rod piece, adjacent vertical supporting（3）Between spacing be 2000mm~3000mm.
- The drainage arrangement 5. floor when construction according to claim 4 for Super High intercepts water, it is characterised in that：The ditch Slot（2）Flange（2.1）With the plate that intercepts water（1）The lap of splice be 100mm ~ 150mm.
- The drainage arrangement 6. floor when construction according to claim 5 for Super High intercepts water, it is characterised in that：The pad Block（4）Between spacing be 3000mm~4000mm.
- The drainage arrangement 7. floor when construction according to claim 6 for Super High intercepts water, it is characterised in that：Described section Water plate（1）It is made of galvanized steel plain sheet；Intercept water plate（1）Inclination angle be 30 ° ~ 60 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721485857.2U CN207685959U (en) | 2017-11-09 | 2017-11-09 | A kind of floor when construction for Super High intercepts water drainage arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721485857.2U CN207685959U (en) | 2017-11-09 | 2017-11-09 | A kind of floor when construction for Super High intercepts water drainage arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207685959U true CN207685959U (en) | 2018-08-03 |
Family
ID=62988794
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721485857.2U Active CN207685959U (en) | 2017-11-09 | 2017-11-09 | A kind of floor when construction for Super High intercepts water drainage arrangement |
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| CN (1) | CN207685959U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409830A (en) * | 2019-05-30 | 2019-11-05 | 广西建工集团第五建筑工程有限责任公司 | A kind of construction method that high layer main body subregion intercepts water and U-shaped shuting used |
-
2017
- 2017-11-09 CN CN201721485857.2U patent/CN207685959U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409830A (en) * | 2019-05-30 | 2019-11-05 | 广西建工集团第五建筑工程有限责任公司 | A kind of construction method that high layer main body subregion intercepts water and U-shaped shuting used |
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