CN205171856U - Novel node means of eaves mouth parapet - Google Patents
Novel node means of eaves mouth parapet Download PDFInfo
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- CN205171856U CN205171856U CN201520961562.2U CN201520961562U CN205171856U CN 205171856 U CN205171856 U CN 205171856U CN 201520961562 U CN201520961562 U CN 201520961562U CN 205171856 U CN205171856 U CN 205171856U
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Abstract
The utility model relates to a connecting device of steel house room node, steel construction parapet post node mode at present: hug closely the steel column welding for one kind, another kind of for hugging closely steel column bolted connection, there is following defect in prevailing parapet post: 1, highly require to produce the unstability phenomenon easily when too high when the parapet, 2, interior gutter width is difficult to guarantee, 3, the in -process component of preparation, installation, transportation is yielding, 4, it is not pleasing to the eye. The utility model discloses become the type of falling F parapet skeleton with H shaped steel welding, wherein two minor faces are confirmed according to the width of interior gutter, long limit is according to the high sureness of parapet, two minor face both ends welding of the type of falling F parapet skeleton are on eaves mouth stand top, adopt thin arm C shaped steel to consolidate between every type of falling F parapet skeleton, the outside profiled sheet that adopts is as the decorative board, interior angle and exterior angle adopt banding angle steel and corner to bordure respectively and compress tightly the decorative board, and the wash port is beaten for 1 - 2 meters to the every on the corner is bordured.
Description
technical field:
The utility model relates to a kind of linkage of steel house node, specifically refers to a kind of cornice parapet of steel house novel joint device.
background technology:
The connected mode of current steel work parapet pillar: one is close to steel column to be welded to connect, weld length generally only about 300mm; Another kind of connected mode connects for being close to steel column bolt, and existing parapet pillar often exists following defect:
1. when parapet requirement for height is too high, parapet pillar jib-length is excessive, cause the moment of flexure of parapet pillar large, and because fusion length is limited when welding with steel column, easily produce unstable phenomenon, and rigidity cannot ensure, there is potential safety hazard;
2. in, gutter width is difficult to ensure, the side column top of steel work mostly is vertical with the junction plate of girder steel and is connected, when parapet pillar is close to steel column connection, for the roofing adopting interior gutter drainage pattern, especially the roofing that single length of grade degree is larger, it is wide that the effective span width in bottom of interior gutter is often subject to post, junction plate, the restriction of stiffener etc., bottom gutter, span width is difficult to the requirement reaching 450mm, once storm period, can because gutter cross dimensions be too small, cause the place's draining of cornice gutter not in time, have a strong impact on the draining of roofing, gutter place seriously leaks what is more, cause serious financial consequences,
3. in the process of make, install, transporting, component is yielding, difficult quality guarantee;
4., from facade effect, mouldedly do not meet technique aesthetic.
summary of the invention:
It is more reasonable that the object of this practical technology is to provide a kind of form of structure, make and installation procedure simple, cost is low, the effective width in roofing bottom gutter can be improved, improve roof drainage situation, and attractive in appearance, the cornice parapet of air and the connected node of steel column, make steel-structure factory building reach safety, economic, practical technological requirement reliable, attractive in appearance.
For reaching above-mentioned requirements, the technical solution adopted in the utility model is a kind of cornice parapet novel joint device, by H profile steel, thin arm C-type steel, edge sealing angle bar, corner bound edge, profiled sheet forms, it is characterized in that, H profile steel is welded into reversed F-typed parapet skeleton, wherein two minor faces are determined according to the width of interior gutter, long limit is determined according to parapet height, two minor face two ends of reversed F-typed parapet skeleton are welded on cornice column top, between each reversed F-typed parapet skeleton, adopt thin arm C-type steel to reinforce, the outside profiled sheet that adopts is as decoration panel, interior angle and exterior angle adopt edge sealing angle bar and corner bound edge to compress decoration panel respectively, and drain hole is beaten every 1-2 classes on corner bound edge, gutter in reversed F-typed parapet skeleton is installed by minor face, and do waterproof with the profiled sheet decoration panel on parapet and eaves and receive limit, fix a drainpipe bottom gutter.
The utility model technology is relative to the advantage of conventional art: " F " type welded H section steel cage construction of 1, falling is more stable; 2, in making, installation, transportation, component is not yielding; 3, solve the impact of effectively span width bottom gutter, ensure effective displacement of gutter; 4, attractive in appearance, the clean cut of cornice shape integral and air; 5, solve gutter place leader because of the component such as tie-rod, support more, leader such as cannot to install at the problem; 6, corner bound edge is provided with drain hole every 1-2 meters, utilizes rainwater to conduct oneself with dignity, and effectively solves metope and to cornice the drainage problem at coign place.
7, skeleton cantilever span and highly can adjust according to customer requirement, the utility model device is applicable to any steel-structure factory building having parapet shape-designing requirement.
accompanying drawing illustrates:
Fig. 1 is a kind of cornice parapet novel joint device of the utility model reversed F-typed parapet skeleton schematic diagram;
A kind of cornice parapet of Fig. 2 the utility model novel joint device scheme of installation.
detailed description of the invention:
See accompanying drawing 1 and accompanying drawing 2, further describe as follows, first H profile steel is welded into reversed F-typed parapet skeleton 1, wherein two minor faces are determined according to the width of interior gutter 6, long limit is determined according to parapet height, two minor face two ends of reversed F-typed parapet skeleton 1 are welded on cornice column 2 top, between each reversed F-typed parapet skeleton, adopt thin arm C-type steel 3 to reinforce, the outside profiled sheet 4 that adopts is as decoration panel, interior angle and exterior angle adopt edge sealing angle bar 5 and corner bound edge 7 to compress decoration panel respectively, and drain hole 8 is beaten every 1-2 classes on corner bound edge, gutter 6 in reversed F-typed parapet skeleton is installed by minor face, and do waterproof with the profiled sheet 4 of facing on parapet with eaves and receive limit, 9 are fixed a drainpipe bottom gutter.The utility model device has good practicality and economy.
Claims (2)
1. a cornice parapet novel joint device, by H profile steel, thin arm C-type steel, edge sealing angle bar, corner bound edge, profiled sheet forms, it is characterized in that, H profile steel is welded into reversed F-typed parapet skeleton, wherein two minor faces are determined according to the width of interior gutter, long limit is determined according to parapet height, two minor face two ends of reversed F-typed parapet skeleton are welded on cornice column top, between each reversed F-typed parapet skeleton, adopt thin arm C-type steel to reinforce, the outside profiled sheet that adopts is as decoration panel, interior angle and exterior angle adopt edge sealing angle bar and corner bound edge to compress decoration panel respectively, and drain hole is beaten every 1-2 meters on corner bound edge.
2. a kind of cornice parapet novel joint device according to claim 1, it is characterized in that, gutter in reversed F-typed parapet skeleton is installed by minor face, and do waterproof with the profiled sheet decoration panel on parapet and eaves and receive limit, fix a drainpipe bottom gutter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520961562.2U CN205171856U (en) | 2015-11-29 | 2015-11-29 | Novel node means of eaves mouth parapet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520961562.2U CN205171856U (en) | 2015-11-29 | 2015-11-29 | Novel node means of eaves mouth parapet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205171856U true CN205171856U (en) | 2016-04-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520961562.2U Active CN205171856U (en) | 2015-11-29 | 2015-11-29 | Novel node means of eaves mouth parapet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205171856U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518892A (en) * | 2018-11-12 | 2019-03-26 | 湖南金海钢结构有限公司 | A kind of high projecture periphery waterproof treatment device of steel structural roof and method |
-
2015
- 2015-11-29 CN CN201520961562.2U patent/CN205171856U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518892A (en) * | 2018-11-12 | 2019-03-26 | 湖南金海钢结构有限公司 | A kind of high projecture periphery waterproof treatment device of steel structural roof and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170830 Address after: 410000, D, block 304, Ying Ying Plaza, section 368, Xiaoxiang South Road, Changsha, Hunan, Yuelu District, 303 Patentee after: Hunan Jinhai Group Co., Ltd. Address before: 415300 Hunan city of Xiangtan province Jiuhua demonstration zone Jinhai Road No. 1 Patentee before: Hunan Jinhai Steel Structure Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170918 Address after: 410000, D, block 304, Ying Ying Plaza, section 368, Xiaoxiang South Road, Changsha, Hunan, Yuelu District, 303 Patentee after: Hunan Jinhai Group Co., Ltd. Address before: 415300 Hunan city of Xiangtan province Jiuhua demonstration zone Jinhai Road No. 1 Patentee before: Hunan Jinhai Steel Structure Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210818 Address after: 415000 No. 55, Zhengde Road, Changde economic and Technological Development Zone, Changde City, Hunan Province Patentee after: Changde Jinhai prefabricated building integration technology Co., Ltd Address before: 410000 303 and 304, block D, Zhongying Plaza, No. 368, Section 1, Xiaoxiang South Road, Yuelu District, Changsha City, Hunan Province Patentee before: HUNAN GEHIGH GROUP Co.,Ltd. |
|
| TR01 | Transfer of patent right |