CN115182519A - A cornice pad for high wave and high bearing capacity roofing system - Google Patents
A cornice pad for high wave and high bearing capacity roofing system Download PDFInfo
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- CN115182519A CN115182519A CN202210948531.8A CN202210948531A CN115182519A CN 115182519 A CN115182519 A CN 115182519A CN 202210948531 A CN202210948531 A CN 202210948531A CN 115182519 A CN115182519 A CN 115182519A
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- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 230000007704 transition Effects 0.000 claims description 13
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000005260 corrosion Methods 0.000 abstract description 4
- 230000007797 corrosion Effects 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000009864 tensile test Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/15—Trimming strips; Edge strips; Fascias; Expansion joints for roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/16—Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
技术领域technical field
本发明涉及一种檐口垫板,尤其是涉及一种用于高波高承载力屋面系统的檐口垫板。The invention relates to a cornice pad, in particular to a cornice pad used for a roof system with high wave and high bearing capacity.
背景技术Background technique
金属建筑屋面檐口处的防风、防水性能尤为重要。现有技术中的檐口垫板结构单一,与屋面板贴合度很差,期间的缝隙造成屋面局部漏水隐患;在安装时难以辨别安装方向,安装效率低。The windproof and waterproof performance of metal building roof eaves is particularly important. The cornice backing plate in the prior art has a single structure and poor fit with the roof panel, and the gaps during the period cause hidden water leakage on the roof; it is difficult to distinguish the installation direction during installation, and the installation efficiency is low.
因此,提出本发明。Therefore, the present invention is proposed.
发明内容SUMMARY OF THE INVENTION
针对现有技术的上述技术问题,本发明的目的是提供一种用于高波高承载力屋面系统的檐口垫板,其结构非常有利于与屋面板的贴合,零缝隙避免了雨水渗漏,最终避免了屋面板的腐蚀。In view of the above-mentioned technical problems of the prior art, the purpose of the present invention is to provide a kind of cornice pad for high wave and high bearing capacity roofing system, its structure is very beneficial to fit with the roof panel, zero gap avoids rainwater leakage, Finally, corrosion of the roof panel is avoided.
为达到上述目的,本发明是通过以下技术方案实现的:To achieve the above object, the present invention is achieved through the following technical solutions:
一种用于高波高承载力屋面系统的檐口垫板,包括相互连接的第一垫板、第二垫板、第三垫板和第四垫板,所述第一垫板和第二垫板为垂直连接,所述第三垫板两端分别与第二垫板和第四垫板连接,所述第三垫板与第二垫板之间的夹角为钝角、第三垫板与第四垫板之间的夹角为钝角,且第二垫板与第四垫板平行;所述的第二垫板上等间距的设置有若干个开孔一,所述的第四垫板上等间距的设置有若干个开孔二,所述开孔二的间距大于开孔一的间距;所述檐口垫板使用时安装在屋面板的下方,所述的屋面板设有竖向加强筋、抗风台阶和伞型锁缝构造,所述抗风台阶位于竖向加强筋的两侧,所述伞型锁缝构造为465°-495°锁缝,所述伞型锁缝构造的下方设有支座。A cornice pad for a high wave high bearing capacity roofing system, comprising a first pad, a second pad, a third pad and a fourth pad connected to each other, the first pad and the second pad For vertical connection, the two ends of the third pad are respectively connected with the second pad and the fourth pad, the angle between the third pad and the second pad is an obtuse angle, and the third pad and the third pad are obtuse. The angle between the four backing plates is an obtuse angle, and the second backing plate is parallel to the fourth backing plate; the second backing plate is provided with a number of openings at equal intervals, and the fourth backing plate is A number of openings two are arranged at equal intervals, and the spacing of the second openings is greater than that of the openings one; the cornice pad is installed under the roof panel when in use, and the roof panel is provided with vertical reinforcing ribs , wind-resistant steps and umbrella-shaped lock seam structure, the wind-resistant steps are located on both sides of the vertical reinforcing ribs, the umbrella-shaped lock seam structure is a 465°-495° lock seam, and the bottom of the umbrella-shaped lock seam structure is 465°-495°. With stand.
所述屋面板的波高大于75mm。The wave height of the roof panel is greater than 75mm.
加压时屋面板的纵方向波峰在一条直线上,横方向波峰在一个平面上。When pressurized, the longitudinal wave crest of the roof panel is on a straight line, and the transverse wave crest is on a plane.
所述支座包括支撑件,所述支撑件的下方设有底座,支撑件的上方设有连接件,所述连接件的上方设有受力件,所述受力件为两个,且两个受力件分别位于连接件的两侧。The support includes a support piece, a base is arranged below the support piece, a connection piece is arranged above the support piece, and a force-bearing piece is arranged above the connection piece, and there are two force-bearing pieces. The two force-bearing members are respectively located on both sides of the connecting member.
所述支撑件和底座之间设有加强件,所述支撑件和连接件之间设有过渡件。A reinforcing piece is arranged between the supporting piece and the base, and a transition piece is arranged between the supporting piece and the connecting piece.
所述底座、加强件、支撑件、过渡件、连接件和受力件均为一体成型,所述的受力件与连接件垂直、连接件与过渡件垂直、过渡件和支撑件垂直、加强件和底座垂直。The base, reinforcing piece, support piece, transition piece, connecting piece and force-bearing piece are all integrally formed, and the force-bearing piece is perpendicular to the connecting piece, the connecting piece is perpendicular to the transition piece, the transition piece and the supporting piece are perpendicular, and the reinforcement The piece is perpendicular to the base.
本发明的有益效果如下:The beneficial effects of the present invention are as follows:
本发明用于高波高承载力屋面系统的檐口垫板,其通过相互连接的第一垫板、第二垫板、第三垫板和第四垫板,且第一垫板和第二垫板垂直、第二垫板与第四垫板平行,结构非常有利于与屋面板的贴合,零缝隙避免了雨水渗漏,最终避免了屋面板的腐蚀。The present invention is used for the cornice backing plate of the high wave high bearing capacity roofing system. Vertical, the second backing plate is parallel to the fourth backing plate, the structure is very conducive to the fit with the roof panel, the zero gap avoids rainwater leakage, and ultimately avoids the corrosion of the roof panel.
本发明中的屋面板波高大于75mm,加压时纵方向波峰在一条直线上,横方向波峰在一个平面上,在不加抗风夹的情况下,顺利通过105psf(5.0Kpa)的气压强度测试,相当于17级台风,抗风及抗变形能力更优越。屋面板独特的伞形锁缝构造,锁缝的强度和刚度非常优越,对抗风试验的防破坏提供充足的强度和刚度支撑。The wave height of the roof slab in the present invention is greater than 75mm, the longitudinal wave crest is on a straight line, and the transverse wave crest is on a plane, and the air pressure strength test of 105psf (5.0Kpa) is successfully passed without the wind clip. , equivalent to a typhoon of level 17, with superior wind resistance and deformation resistance. The unique umbrella-shaped lock seam structure of the roof panel, the strength and rigidity of the lock seam are very superior, and the anti-damage against wind test provides sufficient strength and rigidity support.
本发明中的支座为一体成型,可充分发挥钢材的抗拉性能(8KN),是JR4抗拉试验数据的2-3倍、有效宽度大于560mm,厚度为0.6-1.0mm,强度为Q345-Q355,截面惯性矩是JR4的2倍,JR8屋面板的截面抵抗矩是JR4的1.6倍,非滑移屋面、无搭接。The bearing in the present invention is integrally formed, which can give full play to the tensile performance of steel (8KN), which is 2-3 times the tensile test data of JR4, the effective width is greater than 560mm, the thickness is 0.6-1.0mm, and the strength is Q345- Q355, the sectional moment of inertia is 2 times that of JR4, the sectional resistance moment of JR8 roof panel is 1.6 times that of JR4, non-slip roof, no overlap.
附图说明Description of drawings
图1为本发明中的檐口垫板的结构示意图;Fig. 1 is the structural representation of the cornice pad in the present invention;
图2为本发明中的檐口垫板的侧视结构示意图;Fig. 2 is the side view structure schematic diagram of the cornice pad in the present invention;
图3为本发明中的屋面板和檐口垫板的安装结构示意图;Fig. 3 is the installation structure schematic diagram of roof panel and cornice pad in the present invention;
图4为本发明中的屋面板和支座的安装结构示意图;4 is a schematic diagram of the installation structure of the roof panel and the support in the present invention;
图5为本发明中的屋面板的结构示意图;Fig. 5 is the structural schematic diagram of the roof panel in the present invention;
图6为本发明中的支座的结构示意图;Fig. 6 is the structural representation of the support in the present invention;
其中,1为檐口垫板、11为第一垫板、12为第二垫板、13为第三垫板、14为第四垫板、15为开孔一、16为开孔二;Wherein, 1 is the cornice pad, 11 is the first pad, 12 is the second pad, 13 is the third pad, 14 is the fourth pad, 15 is the opening one, and 16 is the opening two;
2为屋面板、21为竖向加强筋、22为抗风台阶、23为伞型锁缝构造2 is the roof panel, 21 is the vertical reinforcing rib, 22 is the wind-resistant step, and 23 is the umbrella-shaped lock seam structure
3为支座、31为支撑件、32为底座、33为连接件、34为受力件、35为加强件、36为过渡件。3 is a support, 31 is a supporting piece, 32 is a base, 33 is a connecting piece, 34 is a force-bearing piece, 35 is a reinforcing piece, and 36 is a transition piece.
具体实施方式Detailed ways
下面结合具体实施例对本发明作进一步的说明,但本发明的保护范围并不限于此。The present invention will be further described below with reference to specific embodiments, but the protection scope of the present invention is not limited thereto.
如图1-6所述,本发明中的檐口垫板1包括相互连接的第一垫板11、第二垫板12、第三垫板13和第四垫板14,第一垫板22和第二垫板23为垂直连接,第三垫板13两端分别与第二垫板12和第四垫板14连接,第三垫板13与第二垫板12之间的夹角为钝角、第三垫板13与第四垫板14之间的夹角为钝角,且第二垫板12与第四垫板14平行;第二垫板12上等间距的设置有若干个开孔一15,第四垫板14上等间距的设置有若干个开孔二16,开孔二16的间距大于开孔一15的间距。As shown in Figures 1-6, the cornice backing plate 1 in the present invention comprises a
本发明的檐口垫板1使用时安装在屋面板2的下方,屋面板2设有竖向加强筋21、抗风台阶22和伞型锁缝构造23,抗风台阶22位于竖向加强筋21的两侧,伞型锁缝构造23为465°-495°锁缝,当锁缝为465°时已具有极强的抗风性能,当锁缝达到495°时抗风性能强上加强。独特的伞形锁缝构造,锁缝的强度和刚度非常优越,对抗风试验的防破坏提供充足的强度和刚度支撑,本发明锁缝的自锁原理能更好的防止固定座从锁缝处脱离,提升抗风承载力。The cornice backing plate 1 of the present invention is installed under the roof panel 2. The roof panel 2 is provided with vertical reinforcing
本发明中的屋面板2的波高大于75mm,加压时屋面板的纵方向波峰在一条直线上,横方向波峰在一个平面上。在不加抗风夹的情况下,能够顺利通过105psf(5.0Kpa)的气压强度测试,相当于17级台风。The wave height of the roof panel 2 in the present invention is greater than 75 mm, and the longitudinal direction wave crest of the roof panel is on a straight line and the transverse direction wave crest is on a plane during pressurization. In the case of no wind clip, it can successfully pass the air pressure strength test of 105psf (5.0Kpa), which is equivalent to a typhoon of level 17.
为进一步提高抗风抗拉能力,本发明在伞型锁缝构造23的下方设有支座3。支座3包括支撑件31,支撑件31的下方设有底座32,支撑件31的上方设有连接件33,连接件33的上方设有受力件34,受力件34为两个,且两个受力件34分别位于连接件33的两侧。支撑件31和底座32之间设有加强件35,支撑件31和连接件33之间设有过渡件36,受力件34与连接件33垂直、连接件33与过渡件36垂直、过渡件36和支撑件31垂直、加强件35和底座32垂直。底座32、加强件35、支撑件31、过渡件36、连接件33和受力件34均为一体成型,避免了组合支座中滑片与底座连接处为受力薄弱处、高风压时易分离的缺点,一体成型支座可充分发挥钢材的抗拉性能(8KN)。In order to further improve the wind resistance and tensile strength, the present invention is provided with a support 3 below the umbrella-shaped lock seam structure 23 . The support 3 includes a
本发明的檐口垫板1,其结构非常有利于与屋面板2的贴合,零缝隙避免了雨水渗漏,最终避免了屋面板2的腐蚀。The structure of the cornice backing plate 1 of the present invention is very favorable for bonding with the roof panel 2, and the zero gap avoids the leakage of rainwater, and finally avoids the corrosion of the roof panel 2.
上述实施例仅用于解释说明本发明的发明构思,而非对本发明权利保护的限定,凡利用此构思对本发明进行非实质性的改动,均应落入本发明的保护范围。The above embodiments are only used to illustrate the inventive concept of the present invention, but not to limit the protection of the rights of the present invention. Any non-substantial changes to the present invention by using this concept should fall within the protection scope of the present invention.
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CN202210948531.8A CN115182519A (en) | 2022-08-09 | 2022-08-09 | A cornice pad for high wave and high bearing capacity roofing system |
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105986642A (en) * | 2015-02-17 | 2016-10-05 | 美联钢结构建筑系统(上海)股份有限公司 | Structure for precisely controlling mounting precision of metal roofing boards |
CN210828098U (en) * | 2019-08-14 | 2020-06-23 | 精工工业建筑系统有限公司 | Roof cornice backing plate |
CN111910846A (en) * | 2020-08-28 | 2020-11-10 | 多维联合集团有限公司 | Roof cornice structure, roof system and construction method |
CN112482639A (en) * | 2019-09-12 | 2021-03-12 | 黄冈师范学院 | Assembled roof |
CN218116996U (en) * | 2022-08-09 | 2022-12-23 | 精工工业建筑系统集团有限公司 | Cornice backing plate for high-wave high-bearing-capacity roof system |
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- 2022-08-09 CN CN202210948531.8A patent/CN115182519A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105986642A (en) * | 2015-02-17 | 2016-10-05 | 美联钢结构建筑系统(上海)股份有限公司 | Structure for precisely controlling mounting precision of metal roofing boards |
CN210828098U (en) * | 2019-08-14 | 2020-06-23 | 精工工业建筑系统有限公司 | Roof cornice backing plate |
CN112482639A (en) * | 2019-09-12 | 2021-03-12 | 黄冈师范学院 | Assembled roof |
CN111910846A (en) * | 2020-08-28 | 2020-11-10 | 多维联合集团有限公司 | Roof cornice structure, roof system and construction method |
CN218116996U (en) * | 2022-08-09 | 2022-12-23 | 精工工业建筑系统集团有限公司 | Cornice backing plate for high-wave high-bearing-capacity roof system |
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Application publication date: 20221014 |