CN103147517B - Clip-shaped sealing structure and construction method - Google Patents
Clip-shaped sealing structure and construction method Download PDFInfo
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- CN103147517B CN103147517B CN201310044028.0A CN201310044028A CN103147517B CN 103147517 B CN103147517 B CN 103147517B CN 201310044028 A CN201310044028 A CN 201310044028A CN 103147517 B CN103147517 B CN 103147517B
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Abstract
The invention aims to provide a clip-shaped sealing structure which is simple in structure, suitable for standardized production and capable of effectively preventing roof water leakage, and comprises a support connecting steel plate, a connecting piece and a support connecting base, wherein the support connecting steel plate and the support connecting base are mutually fixed through the connecting piece, and a clip-shaped sealing assembly is also arranged between the support connecting steel plate and the support connecting base; the square-shaped sealing assembly comprises an in-ring sealing glue, a square-shaped anti-corrosion gasket and an in-ring outer sealing glue, wherein the square-shaped anti-corrosion gasket is positioned between the in-ring sealing glue and the in-ring outer sealing glue. The invention has the technical scheme that the clip-shaped sealing structure comprises: the structure is simple, the cost is low, and the standardized production is convenient; the construction is convenient, the problem of roof water leakage is solved, and the external member is very firmly installed because the fixing force of the external member is borne by the steel beam inside the roof.
Description
Technical field
The invention belongs to building assembling field, the particularly back-shaped hermetically-sealed construction of one and construction method.
Background technology
The comprehensive advantages such as steel structure system has from heavy and light, batch production manufacture, quick for installation, short construction period, anti-seismic performance are good, gain quick return in investment, low in the pollution of the environment, compared with reinforced concrete structure, have more the unique advantage of development in " high, large, light " three, in the world, particularly developed countries and regions, steel work obtains rationally, widely applying in building engineering field.Additional member on roofing also increases, such as solar facilities is this kind of, waterproofing occupies very consequence in this kind of building, and it ensures engineering structures by the technical measures that of water erosion is special, and can the building of the fine or not direct relation of waterproof effect normally use.Problems of the prior art are, waterproof construction is complicated, and the structure adopted is also quite complicated, and the waterproof effect of construction results is not good yet.
The hermetically-sealed construction that the technical measures special with this therefore will be had corresponding and construction method.
Summary of the invention
The object of the present invention is to provide a kind of structure simple, what be suitable for standardized production effectively can prevent the back-shaped hermetically-sealed construction of the one of roof leakage.
For arriving above-mentioned purpose, the technical solution adopted in the present invention is: a kind of back-shaped hermetically-sealed construction, comprise support junction steel plate, connector, support connection pedestal, described support junction steel plate is connected pedestal with support and is interfixed by connector, and described support junction steel plate is connected with support between pedestal and is also provided with back-shaped black box; Described back-shaped black box comprises fluid sealant in ring, back-shaped anticorrosion pad, ring external seal glue, and described back-shaped anticorrosion pad is in ring between fluid sealant and ring external seal glue.
Described back-shaped anticorrosion pad is preferably asbestos or silica gel material.
Described back-shaped anticorrosion pad is " returning " font or annular.
The inner ring of described back-shaped anticorrosion pad is of a size of 20-40mm, and width is 15-30mm, and thickness is 2-10mm.
Described support junction steel plate is galvanized steel plain sheet.
Described connector is bolt.
Another object of the present invention is to provide a kind of construction method of back-shaped hermetically-sealed construction, and the technical scheme adopted for the utility model that achieves the above object is: comprise the following steps
1) one end connection bracket of the connector described in connects pedestal, and the other end is through back-shaped anticorrosion pad;
2) step 1) after in cavity ring between described back-shaped anticorrosion pad and connector fluid sealant fill up;
3) step 2) after to be pressed in back-shaped anticorrosion pad and ring on fluid sealant at described support junction steel plate, fix with the other end of described connector.
4) step 3) after fill up ring external seal glue in the outside of described back-shaped anticorrosion pad, construction completes.
Work progress medium-height trestle connects pedestal and is in roofing inside, back-shaped anticorrosion pad and support junction steel plate are in roofing outside, connector, through roofing, support is connected pedestal and support junction steel plate is fixed, in back-shaped anticorrosion pad, ring, fluid sealant and ring external seal glue play inside and outside sealing roofing, have powerful waterproof action; Support connects pedestal and is fixed on the girder steel of building structure.The external member installed is needed to be arranged on support junction steel plate.
The back-shaped hermetically-sealed construction of technical solution of the present invention is adopted to have:
A. structure is simple, with low cost, is convenient to standardized production;
B. construct convenient, solve roof leakage problem, also because the bed knife of external member is born by the girder steel of roofing inside, so external member is installed very firm.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of back-shaped hermetically-sealed construction of the present invention.
Fig. 2 is a kind of structural representation of the back-shaped black box in a kind of back-shaped hermetically-sealed construction of the present invention.
Fig. 3 is the another kind of structural representation of the back-shaped black box in a kind of back-shaped hermetically-sealed construction of the present invention.
Detailed description of the invention
Below in conjunction with Figure of description, concrete elaboration is made to the present invention.
A kind of back-shaped hermetically-sealed construction as shown in Figure 1, comprise support junction steel plate 1, connector 2, support connection pedestal 4, described support junction steel plate 1 is connected pedestal 4 and is interfixed by connector 2 with support, described support junction steel plate 1 is connected with support between pedestal 4 and is also provided with back-shaped black box 3; Described back-shaped black box 3 comprises fluid sealant 31 in ring, back-shaped anticorrosion pad 32, ring external seal glue 33, and described back-shaped anticorrosion pad 32 is in ring between fluid sealant 31 and ring external seal glue 32.
Described back-shaped anticorrosion pad 32 is asbestos material.
Described back-shaped anticorrosion pad 32 is " returning " font (as shown in Figure 2) or (as shown in Figure 3) annular.
The inner ring of described back-shaped anticorrosion pad is of a size of 30mm, and width is 17mm, and thickness is 8mm.
Described support junction steel plate 1 is galvanized steel plain sheet.Zinc-plated can preventing is got rusty.
Described connector 2 is bolt.
Construction method
Comprise the following steps
1) one end connection bracket of the connector 2 described in connects pedestal 4, and the other end is through back-shaped anticorrosion pad 32;
2) step 1) after in cavity ring between described back-shaped anticorrosion pad 32 and connector 2 fluid sealant 31 fill up;
3) step 2) after be pressed in back-shaped anticorrosion pad 32 and ring on fluid sealant 31 at described support junction steel plate 1, fix with the other end of described connector 2.
4) step 3) after fill up ring external seal glue 33 in the outside of described back-shaped anticorrosion pad 32, construction completes.
Work progress medium-height trestle connects pedestal 4 and is in roofing 6 inside, it is outside that back-shaped anticorrosion pad 32 and support junction steel plate 1 are in roofing 6, connector 2, through roofing, support is connected pedestal 4 and support junction steel plate 1 is fixed, in back-shaped anticorrosion pad 32, ring, fluid sealant 31 and ring external seal glue 33 play inside and outside sealing roofing 6, have powerful waterproof action; Support connects pedestal 4 and is fixed on the girder steel 5 of building structure.The external member 11 installed is needed to be arranged on support junction steel plate 1.
In embodiment, connector 2 is bolt.
Claims (7)
1. a back-shaped hermetically-sealed construction, comprise support junction steel plate, connector, support connection pedestal, described support junction steel plate is connected pedestal with support and is interfixed by connector, it is characterized in that: described support junction steel plate is connected with support between pedestal and is also provided with back-shaped black box; Described back-shaped black box comprises fluid sealant in ring, back-shaped anticorrosion pad, ring external seal glue, and described back-shaped anticorrosion pad is in ring between fluid sealant and ring external seal glue.
2. back-shaped hermetically-sealed construction as claimed in claim 1, is characterized in that: described back-shaped anticorrosion pad is asbestos or silica gel material.
3. back-shaped hermetically-sealed construction as claimed in claim 1, is characterized in that: described back-shaped anticorrosion pad is " returning " font or annular.
4. back-shaped hermetically-sealed construction as claimed in claim 1, is characterized in that: the inner ring of described back-shaped anticorrosion pad is of a size of 20-40mm, and width is 15-30mm, and thickness is 2-10mm.
5. back-shaped hermetically-sealed construction as claimed in claim 1, is characterized in that: described support junction steel plate is galvanized steel plain sheet.
6. back-shaped hermetically-sealed construction as claimed in claim 1, is characterized in that: described connector is bolt.
7. the construction method of the back-shaped hermetically-sealed construction as described in one of claim 1 to 6 claim, is characterized in that: comprise the following steps
1) one end connection bracket of the connector described in connects pedestal, and the other end is through back-shaped anticorrosion pad;
2) step 1) after in cavity ring between described back-shaped anticorrosion pad and connector fluid sealant fill up;
3) step 2) after to be pressed in back-shaped anticorrosion pad and ring on fluid sealant at described support junction steel plate, fix with the other end of described connector;
4) step 3) after fill up ring external seal glue in described back-shaped anticorrosion pad outside, construction completes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310044028.0A CN103147517B (en) | 2013-02-01 | 2013-02-01 | Clip-shaped sealing structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310044028.0A CN103147517B (en) | 2013-02-01 | 2013-02-01 | Clip-shaped sealing structure and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103147517A CN103147517A (en) | 2013-06-12 |
| CN103147517B true CN103147517B (en) | 2015-11-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310044028.0A Active CN103147517B (en) | 2013-02-01 | 2013-02-01 | Clip-shaped sealing structure and construction method |
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| Country | Link |
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| CN (1) | CN103147517B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1980001491A1 (en) * | 1979-01-18 | 1980-07-24 | Vaenertak Ab | A device for mounting insulation and sealing layer to the outside of a roof |
| CN2683740Y (en) * | 2004-01-19 | 2005-03-09 | 陕西艺林实业有限责任公司 | Thermal insulating sandwiched glass plate |
| CN102465606A (en) * | 2010-11-01 | 2012-05-23 | 王殿营 | Installation and construction process of curtain wall aluminum composite panel |
| CN203066366U (en) * | 2013-02-01 | 2013-07-17 | 龙驰幕墙工程有限公司 | Dual-rectangular-shaped sealing structure |
-
2013
- 2013-02-01 CN CN201310044028.0A patent/CN103147517B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1980001491A1 (en) * | 1979-01-18 | 1980-07-24 | Vaenertak Ab | A device for mounting insulation and sealing layer to the outside of a roof |
| CN2683740Y (en) * | 2004-01-19 | 2005-03-09 | 陕西艺林实业有限责任公司 | Thermal insulating sandwiched glass plate |
| CN102465606A (en) * | 2010-11-01 | 2012-05-23 | 王殿营 | Installation and construction process of curtain wall aluminum composite panel |
| CN203066366U (en) * | 2013-02-01 | 2013-07-17 | 龙驰幕墙工程有限公司 | Dual-rectangular-shaped sealing structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103147517A (en) | 2013-06-12 |
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Effective date of registration: 20210412 Address after: 310000 Room 501, unit 4, building B, qiantangrenjia, Shangcheng District, Hangzhou City, Zhejiang Province Patentee after: Hu Ruibin Address before: 310018 Longchi curtain wall engineering Co., Ltd., 199 Yuancheng Road, Hangzhou Economic and Technological Development Zone, Zhejiang Province Patentee before: LONGCHIEF CURTAIN WALL ENGINEERING Co.,Ltd. |
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Effective date of registration: 20220429 Address after: 310018 Room 305, building 2, No. 199, Yuancheng Road, Xiasha street, Qiantang new area, Hangzhou, Zhejiang Patentee after: Wanxulai Construction Technology Co.,Ltd. Address before: 310000 Room 501, unit 4, building B, qiantangrenjia, Shangcheng District, Hangzhou City, Zhejiang Province Patentee before: Hu Ruibin |
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| TR01 | Transfer of patent right |