CN208685655U - A kind of low Equipment Foundations node waterproof structure for annex roofing - Google Patents

A kind of low Equipment Foundations node waterproof structure for annex roofing Download PDF

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Publication number
CN208685655U
CN208685655U CN201821187613.0U CN201821187613U CN208685655U CN 208685655 U CN208685655 U CN 208685655U CN 201821187613 U CN201821187613 U CN 201821187613U CN 208685655 U CN208685655 U CN 208685655U
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CN
China
Prior art keywords
layer
steel column
concrete foundation
sloping
screed
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Expired - Fee Related
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CN201821187613.0U
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Chinese (zh)
Inventor
曾理霞
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Individual
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Individual
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Priority to CN201821187613.0U priority Critical patent/CN208685655U/en
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Publication of CN208685655U publication Critical patent/CN208685655U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a kind of low Equipment Foundations node waterproof structure for annex roofing, includes floor, sloping layer, screed-coat, concrete foundation, prefabricated steel column, complex waterproof layer, additional waterproofing layer, containment member;Floor slab tops build has sloping layer;Round tube hole is provided in the middle part of sloping layer;Sloping layer top surface, which is built, screed-coat, and building in round tube hole in the middle part of screed-coat and sloping layer has cylindrical concrete earth foundation;Prefabricated steel column is provided in concrete foundation, prefabricated steel column is connect through concrete foundation with floor by bottom dowel;Side, the top surface of screed-coat top surface, concrete foundation side and pre-manufactured steel column bottom end cap are equipped with complex waterproof layer;Complex waterproof layer bottom surface is equipped with additional waterproofing layer, additional waterproofing layer from prefabricated steel column closed end cap extend to screed-coat top surface away from concrete foundation side 250mm from;Complex waterproof layer and additional waterproofing layer and prefabricated steel column junction are provided with containment member, and containment member is formed by sealant processing.

Description

A kind of low Equipment Foundations node waterproof structure for annex roofing
Technical field
The utility model relates to buildings waterproof field more particularly to a kind of low Equipment Foundations node for annex roofing are anti- Water-bound.
Background technique
Annex refers generally in a multilayer, the bottom part body of high level, super high-rise building, and occupied area is greater than building body The auxiliary building body of index bed area.Since annex roof structure form is complex, Equipment Foundations are intensive, root of pipeline node More, the detail treatments such as central canopy of the heavens junction, ventilating shaft are complicated, planted roof and the interspersed setting of non-planting roofing, therefore, waterproof The problems such as difficulty of construction is larger, often will appear infiltration, leak.
Utility model content
The purpose of this utility model is that it is in view of the drawbacks of the prior art and insufficient, it provides a kind of for the low of annex roofing Equipment Foundations node waterproof structure, the structure use reasonable construction technology, guarantee airtightness at low Equipment Foundations node, no Water penetration, and structure is simple, it is easy for construction.
A kind of in order to achieve the above purposes, the technical solution adopted by the utility model is: low equipment base for annex roofing Plinth node waterproof structure includes floor, sloping layer, screed-coat, concrete foundation, prefabricated steel column, complex waterproof layer, adds Waterproof layer, containment member;The floor is the reinforced concrete floor of annex roofing, and floor slab tops build has sloping layer;Institute Stating sloping layer is 30mm-110mm thickness air entrained concrete sloping layer, is provided with round tube hole in the middle part of the sloping layer;The sloping layer top Face, which is built, 20mm solid cement mortar levelling layer, and building in round tube hole in the middle part of the screed-coat and sloping layer has cylindrical concrete soil matrix Plinth;Cylindrical prefabricated steel column is provided in the concrete foundation, which is provided with closed end cap, prefabricated Steel column is connect through concrete foundation with floor by bottom dowel;The screed-coat top surface, concrete foundation side and pre- Side, the top surface of steel column bottom head covers processed are equipped with complex waterproof layer;The complex waterproof layer bottom surface is equipped with additional waterproof Layer, the additional waterproofing layer from prefabricated steel column closed end cap extend to screed-coat top surface away from concrete foundation side 250mm from;Institute It states complex waterproof layer and additional waterproofing layer and prefabricated steel column junction is provided with containment member, the containment member is by sealant Reason is formed.
Preferably, the closed end cap diameter of the prefabricated steel column be greater than pre-manufactured steel column diameter, and closed end cap with Concrete foundation diameter is identical.
Preferably, the complex waterproof layer is changed by 2mm thickness polyurethane water-proof paint layer and 3mm thickness single side self polymer Property asphalt water-proof coiled material layer is successively formed by stacking.
The beneficial effects of the utility model are: the structure uses reasonable construction technology, guarantee at low Equipment Foundations node Airtightness, impermeability, and structure is simple, easy for construction.
Detailed description of the invention
Attached drawing described herein is to be used to provide a further understanding of the present invention, and constitutes one of the application Point, but do not constitute the restriction to the utility model.
Fig. 1 is waterproof construction schematic diagram.
Wherein: 1 is floor, and 2 be sloping layer, and 3 be screed-coat, and 4 be concrete foundation, and 5 be prefabricated steel column, and 6 be compound Waterproof layer, 7 be additional waterproofing layer, and 8 be containment member, and 5-1 is closed end cap.
Specific embodiment
In conjunction with attached drawing, the utility model is described in further detail.
As shown, a kind of low Equipment Foundations node waterproof structure for annex roofing, includes floor 1, sloping layer 2, screed-coat 3, concrete foundation 4, prefabricated steel column 5, complex waterproof layer 6, additional waterproofing layer 7, containment member 8;The floor 1 For the reinforced concrete floor of annex roofing, building at the top of the floor 1 has sloping layer 2;The sloping layer 2 is 30mm-110mm thick Air entrained concrete sloping layer is provided with round tube hole in the middle part of the sloping layer 2;2 top surface of sloping layer, which is built, 20mm solid cement sand Screed-coat 3 is starched, building in the screed-coat 3 and 2 middle part round tube hole of sloping layer has cylindrical concrete earth foundation 4;The coagulation soil matrix Cylindrical prefabricated steel column 5 is provided on plinth 4, which is provided with closed end cap 5-1, and prefabricated steel column 5 is logical Bottom dowel is crossed to connect through concrete foundation 4 with floor 1;3 top surface of screed-coat, 4 side of concrete foundation and pre-manufactured steel Side, the top surface of column bottom end cap 5-1 is equipped with complex waterproof layer 6;6 bottom surface of complex waterproof layer is equipped with additional waterproof Layer 7, which extends to 3 top surface of screed-coat away from 4 side of concrete foundation from prefabricated steel column closed end cap 5-1 At 250mm;The complex waterproof layer 6 and additional waterproofing layer 7 and prefabricated 5 junction of steel column are provided with containment member 8, the sealing Component 8 is formed by sealant processing.
When it is implemented, the closed end cap 5-1 diameter of the prefabricated steel column 5 is greater than prefabricated 5 diameter of steel column, and close End cap 5-1 is identical as 4 diameter of concrete foundation.
When it is implemented, the complex waterproof layer 6 is polymerize by 2mm thickness polyurethane water-proof paint layer and 3mm thickness single side self Object modified asphalt waterproof coiled material layer is successively formed by stacking.
When practical operation, the low Equipment Foundations of the annex roofing refer to that height of foundation completes building sides 300mm in roofing Part below.

Claims (3)

1. a kind of low Equipment Foundations node waterproof structure for annex roofing, it is characterised in that: include floor, sloping layer, Screed-coat, concrete foundation, prefabricated steel column, complex waterproof layer, additional waterproofing layer, containment member;The floor is annex room The reinforced concrete floor in face, floor slab tops build have sloping layer;The sloping layer is 30mm-110mm thickness air entrained concrete Sloping layer, sloping layer middle part are provided with round tube hole;The sloping layer top surface, which is built, 20mm solid cement mortar levelling layer, this is looked for Building in round tube hole in the middle part of leveling and sloping layer has cylindrical concrete earth foundation;It is provided in the concrete foundation cylindrical pre- Steel column processed, the prefabricated steel column bottom surface are provided with closed end cap, and prefabricated steel column runs through concrete foundation by bottom dowel It is connect with floor;Side, the top surface of the screed-coat top surface, concrete foundation side and pre-manufactured steel column bottom end cap are equipped with Complex waterproof layer;The complex waterproof layer bottom surface is equipped with additional waterproofing layer, and the additional waterproofing layer is from prefabricated steel column closed end Lid extend to screed-coat top surface away from concrete foundation side 250mm at;The complex waterproof layer and additional waterproofing layer and pre-manufactured steel Column junction is provided with containment member, which is formed by sealant processing.
2. a kind of low Equipment Foundations node waterproof structure for annex roofing according to claim 1, it is characterised in that: The closed end cap diameter of the prefabricated steel column is greater than pre-manufactured steel column diameter, and closed end cap and concrete foundation diameter phase Together.
3. a kind of low Equipment Foundations node waterproof structure for annex roofing according to claim 1, it is characterised in that: The complex waterproof layer is by 2mm thickness polyurethane water-proof paint layer and 3mm thickness single side self polymer modified asphalt waterproof roll layer Successively it is formed by stacking.
CN201821187613.0U 2018-07-25 2018-07-25 A kind of low Equipment Foundations node waterproof structure for annex roofing Expired - Fee Related CN208685655U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821187613.0U CN208685655U (en) 2018-07-25 2018-07-25 A kind of low Equipment Foundations node waterproof structure for annex roofing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821187613.0U CN208685655U (en) 2018-07-25 2018-07-25 A kind of low Equipment Foundations node waterproof structure for annex roofing

Publications (1)

Publication Number Publication Date
CN208685655U true CN208685655U (en) 2019-04-02

Family

ID=65882330

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821187613.0U Expired - Fee Related CN208685655U (en) 2018-07-25 2018-07-25 A kind of low Equipment Foundations node waterproof structure for annex roofing

Country Status (1)

Country Link
CN (1) CN208685655U (en)

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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: 20190402

Termination date: 20190725