CN207672761U - A kind of water proof structure of floor and steel plate wall intersection - Google Patents
A kind of water proof structure of floor and steel plate wall intersection Download PDFInfo
- Publication number
- CN207672761U CN207672761U CN201721395818.3U CN201721395818U CN207672761U CN 207672761 U CN207672761 U CN 207672761U CN 201721395818 U CN201721395818 U CN 201721395818U CN 207672761 U CN207672761 U CN 207672761U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- bank
- plate wall
- floor
- intersection
- 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.)
- Active
Links
Landscapes
- Building Environments (AREA)
Abstract
The utility model discloses the water proof structures of a kind of floor and steel plate wall intersection, belong to building structure field.Since the floorslab concrete structure of intersection is blocked by steel plate wall, therefore this construction needs the anti-bank that the side setting for doing water-proofing treatment is poured with floorslab concrete structural integrity in intersection, being built above anti-bank has metope, anti- bank and metope surface are coated with cement sand bed, tensile materials layer is equipped in cement sand bed, and the cement sand bed bottom with the tensile material bed of material extends to anti-bank and rises following position.The setting of cement sand bed of the utility model by anti-bank and with the tensile material bed of material constructs reliable waterproof barrier together between the steel plate wall and floor of damp rooms of water touching, avoids moisture and entered inside wall by the crack between floor and steel plate wall.Moreover, this method, without being laid with expensive waterproof material, cost is relatively low.
Description
Technical field
The utility model belongs to building structure field, and in particular to a kind of water proof structure of floor and steel plate wall intersection.
Background technology
Steel Structure Residential Building System refers to the economic steel profile component using plant produced as load-bearing skeleton, with novel light
The residential building that matter, heat preservation, heat-insulated, high-strength materials for wall are constituted as building enclosure.Due to making load-bearing using steel
Structure makees building enclosure with New Building Materials, and the house weight generally built with steel construction is the two of armored concrete house
/ mono- or so, house dead weight is reduced, to reduce foundation engineering cost.Due to the building sides shared by vertical applied force component
Product is relatively small, thus can increase the usable floor area of house.Simultaneously because steel house uses large bay, big depth
Column net, the different demands of user can be met with the large space of flexible isolation by being provided for resident family.
However, it is so more that use steel plate wall as wall in steel building, therefore its ground concrete structure will certainly
It is blocked by steel plate wall.Since base material is different between steel construction and concrete, cracking phenomena is inevitably caused.When
When crack appears in damp rooms (such as kitchen, toilet, bathroom etc.) of tactile water, ponding can down be permeated along crack, meeting
Cause that wall is mouldy, architectural surface damage, severe patient can cause internal structure to be immersed in water and be damaged for a long time.Therefore, how
The water proof structure that floor and steel plate wall intersection is arranged is technical problem urgently to be resolved hurrily in steel building.
Invention content
The technical issues of leak being easy utility model aims to solve floor and steel plate wall intersection, and provide one
The water proof structure of kind floor and steel plate wall intersection.
Specific technical solution used by the utility model is described below, it should be pointed out that each in the utility model
The technical characteristic of realization method can carry out the corresponding combination under the premise of not conflicting with each other.
The floorslab concrete structure of the water proof structure of floor and steel plate wall intersection, intersection is blocked by steel plate wall, the structure
The specific practice made is：Need to do in intersection water-proofing treatment side be arranged poured with floorslab concrete structural integrity it is anti-
Bank, anti-bank top, which is built, has metope, anti-bank and metope surface to be coated with cement sand bed, tensile material is equipped in cement sand bed
The bed of material, and the cement sand bed bottom with the tensile material bed of material extends at the inner corner trim of anti-bank.
In the utility model, anti-bank due to be with floorslab concrete formed by integrally casting, have reliable water-proof function,
Anti- bank ponding below will be unable to cross at the crack of anti-bank infiltration steel plate wall and floor.And the water higher than anti-bank then needs to rely on
Cement sand bed with the tensile material bed of material is obstructed.If being not provided with the tensile material bed of material in cement sand bed, work as cement mortar
Moisture can be penetrated by crack and be entered in gap to cross anti-bank when crack occurs in layer.And the setting of the tensile material bed of material strengthens
The globality and tensile strength of cement sand bed make it not generate crack in centre, and only possible crack can only appear on
The bottom end edge of cement sand bed, but following position is risen since cement sand bed extends to anti-bank, even if occur herein
Crack, moisture can still be obstructed by anti-bank.
Preferably, the tensile material bed of material laying height is at least higher 200mm than anti-bank overhead height, it is reliable to ensure
Property.
Preferably, the steel plate wall is equipped with ribbed stiffener, the ribbed stiffener towards indoor side is filled out using filler
Floating is filled, and is not exposed at the top of filler layer at the top of ribbed stiffener, blockwork, the band tensile materials are then laid on floating face
The cement sand bed of layer is layed in blockwork surface.
Further, the filler is cement mortar or gypsum mortar.
Preferably, the anti-bank height touches water height not less than the possibility of indoor room.
Preferably, the material of the tensile material bed of material is grid cloth, galvanized steel expanded metals, galvanized steel wire netting, carbon fiber
At least one of web material.
Preferably, the cement sand bed bottom with the tensile material bed of material extends at the inner corner trim of anti-bank, it is at this time
Make crack occur, since overall aesthetics will not be influenced in corner.
In terms of existing technologies, the cement sand bed by anti-bank and with the tensile material bed of material is set the utility model
It sets, constructs reliable waterproof barrier together between the steel plate wall and floor of damp rooms of water touching, avoid moisture and pass through
Crack between floor and steel plate wall enters inside wall.Moreover, this method is without being laid with expensive waterproof material, cost compared with
It is low.
Description of the drawings
Fig. 1 is the water proof structure schematic diagram of floor and steel plate wall intersection (dimensional units are mm in figure).
Specific implementation mode
The utility model is further elaborated and is illustrated with reference to the accompanying drawings and detailed description.
As shown in Figure 1, in the present embodiment, wall center is the steel plate shear force wall with ribbed stiffener, and both sides are laid with water
Flat ribbed stiffener.Steel plate shear force wall has run through bottom surface concrete floor, since the retractility difference of base material causes to hold between the two
It is easily cracking.In the present embodiment, poured in advance with floor integrated close to damp rooms side in wall first together with 200mm
Anti- bank.Ribbed stiffener above anti-bank exists with the installation of remaining wall body structure and conflicts due to there is protrusion.Traditional plate body is opened
The method tedious process of slot, cost is higher, in the present embodiment, uses another optimization design.I.e. first with cement mortar
Floating is filled to ribbed stiffener, keep cement mortar top surface concordant with ribbed stiffener or is directly wrapped up ribbed stiffener with cement mortar
In screed.The 67mm thickness building blocks of anti-bank flush are layed in outside screed.Finish plaster is cracking in order to prevent, makes
Moisture enters wall by crack, and the present embodiment is coated with one layer of 18mm solid cement mortar on anti-bank surface, and in cement mortar
Middle laying grid cloth, grid cloth are abound with cement sand bed, and extend to the internal corner at bottom of anti-bank.It can in order to keep waterproof
By property, the cement sand bed with grid cloth need to extend to above 200mm of anti-bank or so, and cannot be below the room metope may contact
The maximum height of water.Also there is ribbed stiffener in the steel plate shear force wall other side, and way identical with indoor side can also be used in this side, is filling out
Water-filling cement mortar is laid with building block and the cement mortar with grid cloth after smoothing out.
Certainly, in other embodiments, if the other side of steel plate shear force wall is outdoor, can not also be filled out with cement mortar
It fills, but is directly wrapped in outside ribbed stiffener using the asbestos gauge of trough of belt, then waterproof construction is set.
Embodiment described above is a kind of preferable scheme of the utility model, and so it is not to limit this practicality
It is novel.Those of ordinary skill in technical field can be in the case where not departing from the spirit and scope of the utility model
It makes a variety of changes and modification.Therefore all technical solutions for taking the mode of equivalent substitution or equivalent transformation to be obtained, all fall within
In the scope of protection of the utility model.
Claims (7)
1. the floorslab concrete structure of the water proof structure of a kind of floor and steel plate wall intersection, intersection is blocked by steel plate wall,
It is characterized in that, needs the anti-bank that the side setting for doing water-proofing treatment is poured with floorslab concrete structural integrity, anti-bank in intersection
Top, which is built, has metope, anti-bank and metope surface to be coated with cement sand bed, and tensile materials layer is equipped in cement sand bed, and
Cement sand bed bottom with the tensile material bed of material extends to anti-bank and rises following position.
2. the water proof structure of floor as described in claim 1 and steel plate wall intersection, which is characterized in that the tensile materials
It is at least higher 200mm than anti-bank overhead height that layer is laid with height.
3. the water proof structure of floor as described in claim 1 and steel plate wall intersection, which is characterized in that on the steel plate wall
Equipped with ribbed stiffener, the ribbed stiffener towards indoor side is filled floating using filler, and does not expose filler at the top of ribbed stiffener
Layer top, is then laid with blockwork, the cement sand bed with the tensile material bed of material is layed in blockwork surface on floating face.
4. the water proof structure of floor as claimed in claim 3 and steel plate wall intersection, which is characterized in that the filler is
Cement mortar or gypsum mortar.
5. the water proof structure of floor as described in claim 1 and steel plate wall intersection, which is characterized in that the anti-bank height
Possibility not less than indoor room touches water height.
6. the water proof structure of floor as described in claim 1 and steel plate wall intersection, which is characterized in that the tensile materials
The material of layer is at least one of grid cloth, galvanized steel expanded metals, galvanized steel wire netting, carbon fibre material net.
7. the water proof structure of floor as described in claim 1 and steel plate wall intersection, which is characterized in that the band tensile material
The cement sand bed bottom of the bed of material extends at the inner corner trim of anti-bank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721395818.3U CN207672761U (en) | 2017-10-26 | 2017-10-26 | A kind of water proof structure of floor and steel plate wall intersection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721395818.3U CN207672761U (en) | 2017-10-26 | 2017-10-26 | A kind of water proof structure of floor and steel plate wall intersection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207672761U true CN207672761U (en) | 2018-07-31 |
Family
ID=62964836
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721395818.3U Active CN207672761U (en) | 2017-10-26 | 2017-10-26 | A kind of water proof structure of floor and steel plate wall intersection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207672761U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110230400A (en) * | 2019-06-21 | 2019-09-13 | 中建八局第四建设有限公司 | It is a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet |
| CN113187124A (en) * | 2021-05-24 | 2021-07-30 | 中建八局广西建设有限公司 | Assembly type outer wall horizontal connecting node and construction method thereof |
-
2017
- 2017-10-26 CN CN201721395818.3U patent/CN207672761U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110230400A (en) * | 2019-06-21 | 2019-09-13 | 中建八局第四建设有限公司 | It is a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet |
| CN113187124A (en) * | 2021-05-24 | 2021-07-30 | 中建八局广西建设有限公司 | Assembly type outer wall horizontal connecting node and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US7913469B2 (en) | Concrete load-bearing wall with compound heat-insulating layer | |
| CN103374986B (en) | A kind of multifunction combined light weight concrete construction curtain wall and preparation method thereof | |
| CN206503303U (en) | A kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house | |
| CN104358341B (en) | Building brickwork and masonry construction method of building brickwork | |
| CN101974956A (en) | Built-in latticed steel frame exterior protected structural slab as well as building and production and construction method thereof | |
| CN107447948A (en) | A kind of construction technology of subsided rest room | |
| CN106522391A (en) | Extended type prefabricated sandwich insulation and decoration integrated external wall plate | |
| CN106958358A (en) | The industrialization commercial residential buildings of energy-conserving and environment-protective | |
| CN207672761U (en) | A kind of water proof structure of floor and steel plate wall intersection | |
| RU92037U1 (en) | QUICK BUILDING BUILDING | |
| CN205077753U (en) | Waterproof construction at roofing expansion joint | |
| CN201883549U (en) | Concrete structure capable of improving energy accumulation and heat insulation of building ground surface | |
| CN203961115U (en) | A kind of decoration integrated Multi-function light concrete composite plates of self-heat conserving and curtain wall | |
| CN206916767U (en) | A kind of prefabricated assembled elevator basis | |
| CN206681418U (en) | The industrialization commercial residential buildings of energy-conserving and environment-protective | |
| CN204850146U (en) | Gypsum building block infilled wall | |
| CN205025043U (en) | Ground system | |
| CN211816461U (en) | Waterproof layer structure of passive room heating underground outdoor heat insulation material | |
| CN209907844U (en) | Bathroom falls board area and does wet subregion stagnant water steel sheet device futilely | |
| CN207846692U (en) | A kind of water proof structure of floor and steel pipe column intersection | |
| CN209585309U (en) | Subsided rest room waterproof construction | |
| CN204326384U (en) | A kind of gauze wire cloth thin-coat plaster rice straw composite roof board | |
| CN207453175U (en) | Assembled architecture outer wall structure | |
| CN205712517U (en) | Anhydrous and have the water proof structure of junction, position, doorway between water | |
| CN201087493Y (en) | Steel reinforced concrete floor with pipes imbedded at plate stride edge section |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 311300 No. 520 Heting Street, Qingshan Lake Street, Linan District, Hangzhou City, Zhejiang Province Co-patentee after: Zhongtian Construction Group Co., Ltd. Patentee after: Zhejiang Zhongtian Hengzhu Steel Structure Co., Ltd. Address before: 311300 Linan Economic Development Zone, Hangzhou City, Zhejiang Province Co-patentee before: Zhongtian Construction Group Co., Ltd. Patentee before: Zhongtian Construction Group Zhejiang Steel Co., Ltd. |