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
本实用新型涉及一种钢结构房屋节点的连接装置,目前钢结构女儿墙柱节点方式:一种是紧贴钢柱焊接,另一种为紧贴钢柱螺栓连接,现行的女儿墙柱存在以下缺陷:1、当女儿墙高度要求过高时,容易产生失稳现象;2、内天沟宽度难以保证;3、制作、安装、运输的过程中构件易变形;4、不美观。本实用新型将H型钢焊接成倒F型女儿墙骨架,其中两条短边根据内天沟的宽度确定,长边根据女儿墙高度确定,倒F型女儿墙骨架的两条短边两端焊接在檐口立柱顶端,在每个倒F型女儿墙骨架之间采用薄臂C型钢加固,外部采用压型钢板作为饰面板,内角和外角分别采用封边角钢和转角包边压紧饰面板,并在转角包边上每隔1—2米打排水孔。
The utility model relates to a connection device for a node of a steel structure house. At present, the connection mode of the parapet column of the steel structure is: one is welding close to the steel column, and the other is the bolt connection close to the steel column. The current parapet column has the following Defects: 1. When the height of the parapet wall is too high, it is easy to cause instability; 2. It is difficult to guarantee the width of the inner gutter; 3. The components are easily deformed during the process of production, installation and transportation; 4. It is not beautiful. The utility model welds H-shaped steel into an inverted F-shaped parapet frame, wherein the two short sides are determined according to the width of the inner gutter, and the long side is determined according to the height of the parapet, and the two short sides of the inverted F-shaped parapet frame are welded at both ends At the top of the eaves column, thin-arm C-shaped steel is used between each inverted F-shaped parapet frame for reinforcement, and the profiled steel plate is used as the decorative panel on the outside. Make drainage holes every 1-2 meters on the corner edge.
Description
技术领域:Technical field:
本实用新型涉及一种钢结构房屋节点的连接装置,具体指钢结构房屋一种檐口女儿墙新型节点装置。 The utility model relates to a connection device for a node of a steel structure house, in particular to a novel node device for a cornice parapet of a steel structure house.
背景技术:Background technique:
目前钢结构女儿墙柱的连接方式:一种是紧贴钢柱焊接连接,焊接长度一般仅300mm左右;另一种连接方式为紧贴钢柱螺栓连接,现行的女儿墙柱往往存在以下缺陷: At present, the connection method of the parapet column of the steel structure: one is the welding connection close to the steel column, and the welding length is generally only about 300mm; the other connection method is the bolt connection close to the steel column. The current parapet column often has the following defects:
1.当女儿墙高度要求过高时,女儿墙柱悬臂长度过大,造成女儿墙柱的弯矩大,而与钢柱焊接时由于焊缝长度有限,容易产生失稳现象,且刚度无法保证,存在安全隐患; 1. When the height requirement of the parapet wall is too high, the cantilever length of the parapet column is too large, resulting in a large bending moment of the parapet column, and when welding with the steel column due to the limited length of the weld, it is prone to instability, and the rigidity cannot be guaranteed ,There are security risks;
2.内天沟宽度难以保证,钢结构的边柱顶端与钢梁的连接板多为竖向连接,当女儿墙柱紧贴钢柱连接时,对于采用内天沟排水方式的屋面,尤其是单坡长度较大的屋面,内天沟的底部有效净宽度往往受到柱宽、连接板、加劲板等的限制,天沟底部净宽度很难达到450mm的要求,一旦暴雨期,会因为天沟断面尺寸过小,造成檐口天沟处排水不及时,严重影响屋面的排水,更甚者天沟处严重漏水,造成严重经济损失; 2. The width of the inner gutter is difficult to guarantee. The top of the side column of the steel structure and the connecting plate of the steel beam are mostly connected vertically. For roofs with a long single slope, the effective net width of the bottom of the inner gutter is often limited by the width of columns, connecting plates, stiffening plates, etc., and the net width of the bottom of the gutter is difficult to meet the requirement of 450mm. The size of the section is too small, resulting in the untimely drainage of the cornice and gutter, which seriously affects the drainage of the roof, and what is more serious water leakage at the gutter, causing serious economic losses;
3.制作、安装、运输的过程中构件易变形,质量难以保证; 3. The components are easily deformed during the process of production, installation and transportation, and the quality is difficult to guarantee;
4.从立面效果看,整体造型不符合工艺美观要求。 4. Judging from the effect of the facade, the overall shape does not meet the aesthetic requirements of craftsmanship.
发明内容:Invention content:
本实用型技术的目的是提供一种结构形式更合理,制作及安装工序简单,造价低,能提高屋面内天沟底部的有效宽度,改善屋面排水情况,且美观、大气的檐口女儿墙与钢柱的连接节点,使钢结构厂房达到安全、经济、实用可靠、美观的工艺要求。 The purpose of this practical technology is to provide a more reasonable structure, simple production and installation procedures, low cost, can increase the effective width of the bottom of the gutter in the roof, improve roof drainage, and beautiful, atmospheric cornice parapet and steel The connecting nodes of the columns make the steel structure workshop meet the technical requirements of safety, economy, practicality, reliability and beauty.
为达到上述要求,本实用新型采用的技术方案是一种檐口女儿墙新型节点装置,由H型钢、薄臂C型钢、封边角钢、转角包边、压型钢板组成,其特征在于,将H型钢焊接成倒F型女儿墙骨架,其中两条短边根据内天沟的宽度确定,长边根据女儿墙高度确定,倒F型女儿墙骨架的两条短边两端焊接在檐口立柱顶端,在每个倒F型女儿墙骨架之间采用薄臂C型钢加固,外部采用压型钢板做为饰面板,内角和外角分别采用封边角钢和转角包边压紧饰面板,并在转角包边上每隔1—2类打排水孔,倒F型女儿墙骨架上短边上安装内天沟,并与女儿墙上的压型钢板饰面板与屋檐做防水收边,天沟底部安装排水管道。 In order to meet the above requirements, the technical solution adopted by the utility model is a new node device for cornice parapet, which is composed of H-shaped steel, thin-arm C-shaped steel, edge-sealed angle steel, corner-wrapped edge, and profiled steel plate. It is characterized in that H The section steel is welded into an inverted F-shaped parapet frame, and the two short sides are determined according to the width of the inner gutter, and the long side is determined according to the height of the parapet wall. The two short sides of the inverted F-shaped parapet frame are welded to the top of the cornice column. Thin arm C-shaped steel is used for reinforcement between each inverted F-shaped parapet frame, and profiled steel plates are used as decorative panels on the outside. The inner and outer corners are respectively sealed with angle steel and corner edging to press the decorative panel, and the corners are edged Make drainage holes every 1-2 categories, install inner gutters on the short side of the inverted F-shaped parapet wall frame, and make waterproof edges with the profiled steel panel on the parapet wall and the eaves, and install drainage pipes at the bottom of the gutter .
本实用新型技术相对传统技术的优势:1、倒“F”型焊接H型钢骨架结构更稳定;2、制作、安装、运输过程中构件不易变形;3、解决天沟底部有效净宽度的影响,保证天沟的有效排水量;4、檐口造型整体美观、轮廓鲜明而大气;5、解决了天沟处落水管因系杆、支撑等构件较多,落水管无法安装等问题;6、转角包边每隔1—2米设置了排水孔,利用雨水自重,有效解决墙面挑檐突角处的排水问题。 The advantages of the utility model technology compared with the traditional technology: 1. The inverted "F" type welded H-shaped steel skeleton structure is more stable; 2. The components are not easy to deform during the process of production, installation and transportation; 3. Solve the impact of the effective net width of the bottom of the gutter, Ensure the effective drainage of the gutter; 4. The overall shape of the eaves is beautiful, clear and atmospheric; 5. Solve the problem that the downspout in the gutter cannot be installed due to many tie rods, supports and other components; 6. Corner wrapping every other Drainage holes are set at 1-2 meters to effectively solve the problem of drainage at the corners of the overhanging eaves by using the rainwater's own weight.
7、骨架的悬挑长度及高度可以根据客户要求调整,本实用新型装置适用于任何有女儿墙造型设计要求的钢结构厂房。 7. The cantilevered length and height of the frame can be adjusted according to customer requirements. The device of the utility model is suitable for any steel structure workshop with parapet shape design requirements.
附图说明:Description of drawings:
图1是本实用新型一种檐口女儿墙新型节点装置倒F型女儿墙骨架示意图; Fig. 1 is a schematic diagram of an inverted F-type parapet skeleton of a novel node device of a cornice parapet wall according to the utility model;
图2本实用新型一种檐口女儿墙新型节点装置安装示意图。 Fig. 2 is a schematic diagram of installation of a new node device for cornice parapet wall of the utility model.
具体实施方式:detailed description:
参见附图1和附图2,进一步描述如下,先将H型钢焊接成倒F型女儿墙骨架1,其中两条短边根据内天沟6的宽度确定,长边根据女儿墙高度确定,倒F型女儿墙骨架1的两条短边两端焊接在檐口立柱2顶端,在每个倒F型女儿墙骨架之间采用薄臂C型钢3加固,外部采用压型钢板4作为饰面板,内角和外角分别采用封边角钢5和转角包边7压紧饰面板,并在转角包边上每隔1—2类打排水孔8,倒F型女儿墙骨架上短边上安装内天沟6,并与女儿墙上饰面的压型钢板4与屋檐做防水收边,天沟底部安装排水管道9。本实用新型装置具有良好的实用性和经济性。 Referring to accompanying drawing 1 and accompanying drawing 2, further description is as follows, first weld the H-shaped steel into an inverted F-shaped parapet frame 1, wherein the two short sides are determined according to the width of the inner gutter 6, and the long side is determined according to the height of the parapet, and the inverted The two ends of the two short sides of the F-shaped parapet frame 1 are welded to the top of the cornice column 2, and the thin-arm C-shaped steel 3 is used for reinforcement between each inverted F-shaped parapet frame. Use edge-sealed angle steel 5 and corner edging 7 to press the decorative panel respectively, and drill drainage holes 8 every 1-2 types on the corner edging, and install inner gutter 6 on the short side of the inverted F-shaped parapet frame , and with the profiled steel plate 4 of the finish on the parapet wall and the eaves, the waterproof edge is done, and the drainage pipe 9 is installed at the bottom of the gutter. The device of the utility model has good practicability and economy.
Claims (2)
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 |
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| Publication Number | Publication Date |
|---|---|
| CN205171856U true CN205171856U (en) | 2016-04-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520961562.2U Expired - Fee Related CN205171856U (en) | 2015-11-29 | 2015-11-29 | Novel node means of eaves mouth parapet |
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| 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 not_active Expired - Fee Related
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 GEHIGH 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 GEHIGH 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160420 |
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| CF01 | Termination of patent right due to non-payment of annual fee |