CN103147517A - Clip-shaped sealing structure and construction method - Google Patents
Clip-shaped sealing structure and construction method Download PDFInfo
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- CN103147517A CN103147517A CN2013100440280A CN201310044028A CN103147517A CN 103147517 A CN103147517 A CN 103147517A CN 2013100440280 A CN2013100440280 A CN 2013100440280A CN 201310044028 A CN201310044028 A CN 201310044028A CN 103147517 A CN103147517 A CN 103147517A
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- shaped
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- anticorrosion pad
- sealed construction
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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, particularly a kind of back-shaped hermetically-sealed construction and job practices.
Background technology
The comprehensive advantages such as steel structure system has from heavy and light, batch production manufacturing, quick for installation, short construction period, anti-seismic performance is good, gain quick return in investment, low in the pollution of the environment, compare with reinforced concrete structure, have more the unique advantage of development aspect " high, large, light " three, in the world, particularly developed country and area, steel work obtain in building engineering field rationally, use widely.Attachment members on roofing also increases, such as this class of solar facilities, waterproofing is occupied very consequence in this class building, it is to guarantee that engineering structures is not subjected to special technical measures of water erosion, 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 that adopts is very complex also, and the waterproof effect of construction results is not good yet.
Therefore the hermetically-sealed construction corresponding with these special technical measures and job practices to be arranged.
Summary of the invention
The object of the present invention is to provide a kind of simple in structurely, be suitable for a kind of back-shaped hermetically-sealed construction that can effectively prevent roof leakage of standardized production.
For arriving above-mentioned purpose, the technical solution adopted in the present invention is: a kind of back-shaped hermetically-sealed construction, comprise that support junction steel plate, connector, support connect pedestal, described support junction steel plate is connected pedestal with support and interfixes by connector, and described support junction steel plate is connected with support and also is provided with back-shaped black box between pedestal; Described back-shaped black box comprises fluid sealant, back-shaped anticorrosion pad, ring external seal glue in ring, described back-shaped anticorrosion pad fluid sealant and encircling between external seal glue in ring.
Described back-shaped anticorrosion pad is preferably asbestos or silica gel material.
Described back-shaped anticorrosion pad is " returning " font or annular.
The interior ring size of described back-shaped anticorrosion pad is 20-40mm, and width is 15-30mm, and thickness is 2-10mm.
Described junction steel plate is galvanized steel plain sheet.
Described connector is bolt.
Another object of the present invention is to provide a kind of job practices of back-shaped hermetically-sealed construction, and the technical solution adopted in the present invention is in order to achieve the above object: comprise the following steps
1) an end connection bracket of described connector connects pedestal, and the other end passes back-shaped anticorrosion pad;
2) cavity step 1) between described back-shaped anticorrosion pad and connector fills up with fluid sealant in ring;
3) in being pressed in back-shaped anticorrosion pad and ring, on fluid sealant, fixes with the other end of described connector described support junction steel plate step 2).
4) fill up ring external seal glue step 3) in the outside of described back-shaped anticorrosion pad, construction is completed.
The work progress medium-height trestle connects pedestal and is in roofing inside, back-shaped anticorrosion pad and support junction steel plate are in the roofing outside, connector passes that roofing connects pedestal with support and the support junction steel plate is fixed, in back-shaped anticorrosion pad, ring, fluid sealant and ring external seal glue play inside and outside the sealing roofing, have powerful waterproof action; Support connects pedestal and is fixed on the girder steel of building structure.The external member that needs to install is arranged on the support junction steel plate.
Adopt the back-shaped hermetically-sealed construction of technical solution of the present invention to have:
A. simple in structure, with low cost, be convenient to standardized production;
B. construct convenient, solved the roof leakage problem, also because the bed knife of external member is born by the girder steel of roofing inside, so that external member is installed is very firm.
Description of drawings
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.
The specific embodiment
Below in conjunction with Figure of description, the present invention is made concrete elaboration.
A kind of back-shaped hermetically-sealed construction as shown in Figure 1, comprise that support junction steel plate 1, connector 2, support connect pedestal 4, described support junction steel plate 1 is connected pedestal 4 and interfixes by connector 2 with support, described support junction steel plate 1 is connected with support and also is provided with back-shaped black box 3 between pedestal 4; Described back-shaped black box 3 comprises fluid sealant 31, back-shaped anticorrosion pad 32 in ring, ring external seal glue 33, described back-shaped anticorrosion pad 32 fluid sealant 31 and encircling between external seal glue 32 in ring.
Described back-shaped anticorrosion pad 32 is the asbestos material.
Described back-shaped anticorrosion pad 32 is " returning " font (as shown in Figure 2) or (as shown in Figure 3) annular.
The interior ring size of described back-shaped anticorrosion pad is 30mm, and width is 17mm, and thickness is 8mm.
Described junction steel plate 1 is galvanized steel plain sheet.Zinc-plated can preventing got rusty.
Described connector 2 is bolt.
Job practices
Comprise the following steps
1) an end connection bracket of described connector 2 connects pedestal 4, and the other end passes back-shaped anticorrosion pad 32;
2) cavity step 1) between described back-shaped anticorrosion pad 32 and connector 2 fills up with fluid sealant 31 in ring;
3) in being pressed in back-shaped anticorrosion pad 32 and ring, on fluid sealant 31, fixes with the other end of described connector 2 described support junction steel plate 1 step 2).
4) fill up ring external seal glue 33 step 3) in the outside of described back-shaped anticorrosion pad 32, construction is completed.
The work progress medium-height trestle connects pedestal 4 and is in roofing 6 inside, back-shaped anticorrosion pad 32 and support junction steel plate 1 are in roofing 6 outsides, connector 2 passes that roofing connects pedestal 4 with support 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 that needs to install is arranged on support junction steel plate 1.
In embodiment, connector 2 is bolt.
Claims (7)
1. back-shaped hermetically-sealed construction, comprise that support junction steel plate, connector, support connect pedestal, described support junction steel plate is connected pedestal with support and interfixes by connector, it is characterized in that: described support junction steel plate is connected with support and also is provided with back-shaped black box between pedestal; Described back-shaped black box comprises fluid sealant, back-shaped anticorrosion pad, ring external seal glue in ring, described back-shaped anticorrosion pad fluid sealant and encircling between external seal glue in ring.
2. back-shaped hermetically-sealed construction as claimed in claim 1, it 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, it 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, it is characterized in that: the interior ring size of described back-shaped anticorrosion pad is 20-40mm, and width is 15-30mm, and thickness is 2-10mm.
5. back-shaped hermetically-sealed construction as claimed in claim 1, it is characterized in that: described junction steel plate is galvanized steel plain sheet.
6. back-shaped hermetically-sealed construction as claimed in claim 1, it is characterized in that: described connector is bolt.
7. as the job practices of the described back-shaped hermetically-sealed construction of one of claim 1 to 6 claim, it is characterized in that: comprise the following steps
1) an end connection bracket of described connector connects pedestal, and the other end passes back-shaped anticorrosion pad;
2) cavity step 1) between described back-shaped anticorrosion pad and connector fills up with fluid sealant in ring;
3) step 2) in being pressed in back-shaped anticorrosion pad and ring, on fluid sealant, consolidates with the other end of described connector described support junction steel plate afterwards;
4) fill up ring external seal glue step 3) in described back-shaped anticorrosion pad outside, construction is completed.
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 true CN103147517A (en) | 2013-06-12 |
| CN103147517B 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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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 |
|---|---|
| CN103147517B (en) | 2015-11-25 |
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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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