CN106164391A - Lightweight and the little gradient roof structure of watertight - Google Patents
Lightweight and the little gradient roof structure of watertight Download PDFInfo
- Publication number
- CN106164391A CN106164391A CN201580004740.5A CN201580004740A CN106164391A CN 106164391 A CN106164391 A CN 106164391A CN 201580004740 A CN201580004740 A CN 201580004740A CN 106164391 A CN106164391 A CN 106164391A
- Authority
- CN
- China
- Prior art keywords
- cushion cap
- bedding course
- downstream
- lath
- roof
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D12/00—Non-structural supports for roofing materials, e.g. battens, boards
- E04D12/002—Sheets of flexible material, e.g. roofing tile underlay
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D12/00—Non-structural supports for roofing materials, e.g. battens, boards
- E04D12/004—Battens
- E04D12/006—Batten-supporting means
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
Essentially, this invention be attached to suitably the spaced apart U-shaped cushion cap (10) of truss (14), the bedding course (20) being positioned on the upper extension section (12) of cushion cap (10) and relative to cushion cap (10) horizontal expansion and be used as supporting roof tiles (80) purpose cross battens (40).Lath (30) is used to lower pressure pad bottom (20) downstream, and to form valley (21), each valley is the rigid surface of stretching.Roof structure is suitable to be attached in eaves or edge by gusset (60) or abutment (70), thus prevents from entering roof structure from stormy spuious rainwater, thus makes roof structure have watertightness.
Description
Technical field
Present invention relates generally to roof structure, consist essentially of and extend to the spaced apart cushion cap of ridge from eaves, be placed in
The bedding course of the upper extension section of cushion cap, cover the lath downstream of the upper extension section of cushion cap and relative to cushion cap horizontal expansion
And for supporting the cross battens of roof tiles.It is particularly related to the bedding course being stretched by lath downstream and pressing down, each
Bedding course is all to have two Ω tee sections extending laterally flange, thus forms valley.The bedding course being stretched is each paddy
Portion provides rigid surface.Each roof tiles is provided with rainwater blend stop.
Background technology
Traditionally, roof structure include multiple spaced apart tilt cushion cap, be positioned at the upper extension section of cushion cap bedding course,
With multiple relative to cushion cap horizontal expansion and for supporting the cross battens of roof tiles.Roof tiles generally extends to ridge from eaves
And it is positioned to continuous print row, thus the lower edge of row's roof tiles is overlapping with the upper limb of the roof tiles of next row.The overlap of roof tiles
Length depends on the gradient on roof.If the gradient on roof is very steep (such as, more than 45 degree), owing to wind is difficult to resist slope
Raindrop are driven to the junction of equitant roof tiles by resistance, so the risk of seepage reduces.Thus, overlap length can be short
's.If the gradient on roof is slow (such as, less than 15 degree), then the resistance penetrating raindrop is reduced by slope.In this case,
Overlap length must increase, to extend raindrop in the path can having to pass through before entering roof structure.
If the gradient on roof needs there is bigger overlap between each row's roof tiles of eaves to ridge, then top of putting up a house
Workman has to place more roof tiles to cover roof.Which increase material and labor cost.Additionally, roof tiles is every
Individual additional row both increases the load on roof structure.Thus, from the perspective of business and technology, conventional roof tiles for
The roof (this roof is referred to below as " little gradient roof ") with the gradient less than 15 degree is unaccommodated.
As described in US 7,947,209 B2 and MY-147108-A, for little gradient roof, develop and there is rainwater
The roof tiles of blend stop.
The publicly available equipment in production concrete roof watt of US 7,947,209 B2 and method, each roof tiles has
There is the rainwater blend stop in valley.The equipment of this creativeness includes the shaped portion with recess and pressure head.Shaped portion is arranged
In the end of the green compact of roof tiles, on this end, all or part of of the trailing edge of roof tiles is pressed up by pressure head, to form rain
Water blend stop.The roof tiles with integrally moulded rainwater blend stop is cured subsequently.
MY-147108-A has the roof tiles of at least one rainwater blend stop in disclosing valley.Rainwater blend stop is thin plate,
It is inserted in the green compact of roof tiles before solidification process.
The use of rainwater blend stop makes the overlap between minimizing roof tiles and thus reduces cost and become with the load on roof
For possible.However it has been experienced that the watertightness of roof structure is still problem, particularly by wind-driven rainwater when.
In order to improve watertightness, Malaysian Patent application PI2013701435 discloses a kind of little gradient roof system,
This system uses the waterproof lamella being positioned at the fold below roof tiles layer.If rainwater is once in a while through rainwater blend stop, rainwater can be from
Roof tiles falls to the surface of lamella and progresses down to eaves in the valley of pleated portions.
The problem which solving watertightness.Due to need the first plank system to support the lamella of fold, and must be by
Two plank system are arranged on the top of lamella to support roof tiles, so being also the increase in material and labor cost.
EP 1316654A1 proposes use pad bottom rather than have the rigidity lamella of fold.Bedding course and roof tiles
Similarly place.First bedding course along be parallel to eaves first row extension, to such an extent as to cover cushion cap and be arranged on each cushion cap it
Between and the insulant of wooden platen plate supporting by the bottom side being fixed on cushion cap.When the second bedding course is positioned over above-mentioned first row
Time, similar to roof tiles, the lower longitudinal edge of the second bedding course and the upper longitudinal edge of the first bedding course are overlapping.Overlapping is rebasing
Connection between Ceng is generally sealed by bonder, which ensure that the watertight between each bedding course connects.
As known from EP 1316654 A1, if the bedding course of overlap is by the big model of more or less of roof structure
Exclosure supports, then seal this connection relatively easy.But, in some Asian countries, such as Malaysia, does not use this solid
Body roof structure.
Summary of the invention
The present invention thus there is the primary mesh of the little gradient roof structure (gradients less than 15 degree) providing lightweight and watertight
's.
Other purpose of the present invention is to allow easily to be installed by the workman on unskilled top of putting up a house.
Another object of the present invention is to guarantee what it was both economically advantageous, and relates to making of less lath and less material
With.
Additionally, another object of the present invention is roof structure is incombustible, configurational stabilisation and termite-proof, insecticide
And fire.
These purposes are by using the little gradient roof structure of lath downstream to realize, and each lath downstream is for having two
The individual generally omega shaped cross section extending laterally flange.When seated, lath strides across each cushion cap from the total length of eaves to ridge downstream
Cover the upper extension section of each cushion cap, and the flange that extends laterally of adjacent lath downstream is collectively forming two in the side of cushion cap
Folding line.The flange that extends laterally of two adjacent cushion caps faces each other, and the pad folded along ballast under two relative folding lines
Bottom, thus, bedding course is laterally extended flange stretching, thus forms the valley between two adjacent cushion caps.Owing to being stretched
Bedding course, from eaves to ridge extend total length valley have be suitable to the overlapping edge by bonder sealing gasket bottom it
Between the rigid surface at junction surface.The bedding course sealed is at the layer of roof tiles watertight formed below, and this layer is fixed on cross battens
At cushion cap.In order to improve roof to the opposing by wind-driven rainwater, roof tiles is provided with rainwater blend stop.
Little gradient roof structure is suitable to be arranged on eaves or edge by gusset or abutment, to prevent from stormy
Spuious rainwater enters little gradient roof structure, thus makes roof structure have watertightness.
Accompanying drawing explanation
In order to the present invention can be understood rapidly, by way of example, following present structure little gradient roof knot
The explanation of two kinds of methods of structure.Will be with reference to accompanying drawing, wherein:
Fig. 1 shows the partial sectional view of the little gradient roof structure of the lightweight according to the present invention and watertight.
Fig. 2 a show the first bedding course how to be parallel to the roof eaves in little gradient roof structure as shown in Figure 1 and
Horizontal positioned.
Fig. 2 b shows the first bedding course how the second bedding course is overlapped in little gradient roof structure as shown in Figure 1
And horizontal positioned.
Fig. 2 c shows that two overlapping bedding courses in Fig. 2 b are pressed under cross battens and have seal joints.
Fig. 3 a shows how the little gradient roof structure of lightweight and watertight may be adapted to be arranged on edge by gusset.
Fig. 3 b shows how the little gradient roof structure of lightweight and watertight may be adapted to be installed by abutment.
Fig. 4 shows how multiple rainwater blend stop watt is placed on the cross battens being horizontally installed at U-shaped cushion cap, and gently
How the little gradient roof structure of matter and watertight may be adapted to be arranged at eaves by gusset.
Fig. 5 a shows in the installation of the replacement of little gradient roof structure as shown in Figure 1, and first piece of bedding course how
Place vertically.
Fig. 5 b shows that two pieces of bedding courses are such as in the right angle setting of the replacement of little gradient roof structure as shown in Figure 1
What is pressed under lath downstream.
Detailed description of the invention
As seen in Figure 1, little gradient roof structure includes the most multiple cushion cap (10), bedding course (20), downstream lath
(30) and supporting roof tiles (80) cross battens (40).Roof tiles (80) according to the present invention is provided with rainwater blend stop (81), but
The most not shown.
For obtaining lightweight roof structure, each cushion cap (10) is for U-shaped section slot and is made up of metal material, including aluminizing
Or zinc-plated steel or be coated withSteel.Each U-shaped cushion cap (10) has vertically disposed middle pectoral plate section (11),
And upper extension section (12) and lower extension section (13) are horizontally disposed.Each cushion cap (10) by fixing device (50) via
Middle abdominal part plate section (11) is attached to truss (14).The cushion cap (10) of little gradient roof structure generally extends to ridge from eaves.
Shape have the advantage that roof structure be incombustible, configurational stabilisation and termite-proof, insecticide and
Fire.For providing enough intensity and reducing weight, shape can be U-shaped section slot.When truss (14) is installed on cushion cap (10)
Middle pectoral plate section (11) time, truss (14) can be interferenceed with following bedding course (20), and it need to be angled at top
So that keep the static load bearing value of cushion cap (10).This avoids downstream between lath (30) and bedding course (20)
Interfere, and during the projected life on roof, prevent self installation and pneumatic any damage.
Each lath downstream (30) being made up of metal material is for have two substantially Ω extending laterally flange (31)
Tee section.The flange (31) that extends laterally of lath (30) preferably extends the total length of lath (30) downstream downstream, as two with
Folding line (32) in bedding course (20).
Bedding course (20) is extendible flexiplast or waterproof and ventilative or gas impermeable asphalt film.Such as figure
Shown in 1, two adjacent cushion cap (10) extensions crossed by the first bedding course (20), and it is placed in the upper extension of two cushion caps (10)
In section (12).By applicable fixing device (50), the first bedding course (20) is fixed to each cushion cap by lath (30) downstream
(10).The for example, fixing device (50) of screw penetrates lath (30), bedding course (20) and the upper extension of cushion cap (10) downstream
Section (12).
When lath (30) is fixed to cushion cap (10) downstream, extends laterally flange (31) and define and be positioned at each cushion cap (10)
Two folding lines (32) of side.Two adjacent cushion caps (10) to extend laterally flange (31) along under folding line (32)
Pressure pad bottom (20).Bedding course (20) is laterally extended flange (31) stretching and forms valley between adjacent cushion cap (10)
(21).Tension force in bedding course (20) is that valley (21) provides the rigid surface being suitable to apply bonder.
Cross battens (40) for roof tiles (80) extends laterally across adjacent cushion cap (10) and lath (30) downstream.Hand over
Fork plate bar (40) is fixed in the way of identical with the lath downstream (30) on cushion cap (10).Roof tiles (80) (not shown in figure 1)
It is provided with rainwater blend stop (81) and is hooked on cross battens (40).
As shown in Figure 2 a, the first bedding course (20) is close and is parallel to eaves placement.First bedding course extends across two
Adjacent cushion cap (10) and being fixed with each cushion cap (10) by lath (30) downstream.First bedding course (20) is by lath downstream (30)
Along pressing down by extending laterally the folding line (32) that flange (31) formed.Tension force in bedding course (20) is that valley (21) provides rigidity
Surface, and folding line (32) force bedding course (20) formed rectangular channel shape.
The length of lath (30) is typically smaller than the width of bedding course (20) downstream.Lath (30) is fixed downstream, so that
The lower longitudinal edge (D score represents eaves side) of its lower edge and the first bedding course (20) flushes.Due to its length, lath downstream
(30) the upper longitudinal edge (on " " represent ridge side) of the first bedding course (20) is not covered.This non-area coverage of bedding course (20)
For a part for overlapping region, this overlapping region is parallel to the upper longitudinal edge of the first bedding course (20) and extends.
The bedding course (20) of roof structure can be easily installed by the workman on two unskilled tops of putting up a house.The first step is such as
Fig. 2 a is explained, bedding course (20) is fixed to the first cushion cap (10).Once bedding course (20) is by the first lath (30) downstream
Fixing, the first workman putting up a house top is pulled to the second cushion cap (10) top, and thus bedding course (20) is stretched.When first puts up a house
Top workman keep the tension force on bedding course (20) while, second put up a house top workman by second downstream lath (30) be applied to
On bedding course (20) and on the second cushion cap (10).Repeat this process until the first bedding course (20) to be fixed to the institute of roof structure
There is cushion cap (10).
The installation of the second bedding course (20) is as shown in Figure 2 b.Second bedding course (20) is parallel to the first bedding course (20) to launch
And extend in adjacent cushion cap (10) top.Two bedding courses (20) are overlapped in overlapping region, thus the second bedding course
(20) lower longitudinal edge covers the upper longitudinal edge of the first bedding course (20).Exist between overlapping bedding course (20) and engage
Portion (22), needs to seal this junction surface to prevent water from dividing entrance.
In figure 2 c, the second bedding course (20) is fixed in the same manner as described above by another two lath downstream (30).The
Three and the 4th downstream lath (30) cover the second bedding course (20) and overlapping region at cushion cap (10) place.In this way, plate downstream
The bedding course (20) of overlap is pressed down and stretched to bar (30).Thus, the overlapping longitudinal edge of bedding course (20) keep smooth and its
Between without any gap.
When all bedding courses (20) and downstream lath (30) the most flatly place and fix, cushion cap (10) from eaves to room
Covered by lath downstream (30) in the total length of ridge.Adjacent lath downstream (30) on one cushion cap (10) and its extend laterally convex
Edge (31) defines the folding line (32) from eaves to ridge.Thus, the bedding course (20) of all overlaps is pressed down and is stretching in
In the total length of each cushion cap (10).Bedding course (20) thus form the valley (21) between adjacent cushion cap (10).Suitable in order to provide
In applying the rigid surface of bonder, each valley (21) is in its total length (from eaves to ridge direction) and overall with (between cushion cap
Direction) on shape and stretch.
Little gradient roof structure according to the present invention thus there is the valley (21) being positioned between cushion cap (10), valley (21)
Formed by overlapping bedding course (20).Owing to overlapping bedding course (20) is bonded together by bonder, valley (21) is formed
The groove of watertight.If high wind drives rainwater to cross the rainwater blend stop (81) of roof tiles (80), raindrop will drop into valley (21) can
Progress down to eaves.And bonder stops the junction surface (22) between each bedding course of moisture penetration (20).
It is important to note that the screw hole through lath downstream (30) and bedding course (20) is positioned at and represents rainwater carrying water
The top of the valley (21) of position.For guaranteeing watertightness, valley (21) does not has any breakthrough portion.
Fig. 3 a and 3b shows how the little gradient roof structure of the lightweight according to the present invention and watertight may be adapted to pass through muscle
Plate (60) or abutment (70) are arranged on eaves or edge.Prevent from entering roof from stormy spuious rainwater by this cooperation
Structure, thus make roof structure have watertightness.
As seen in Figure 4, above-mentioned little gradient roof structure is then installed transverse to lath downstream (30) and U-shaped cushion cap (10)
The multiple spaced apart cross battens (40) arranged.Roof tiles (80) is provided with rainwater blend stop (81) and it is arranged on cross battens
(40) on.Roof tiles (80) is overlapped from the row continuously of eaves to ridge.As disclosed in Malaysian Patent MY-147108-A
, rainwater blend stop (81) is used as the stop part of water and is placed in center edge and at least one side cover of roof tiles (80) or water crimping
Between.Rainwater blend stop (81) can be the metal sheet inserting fresh concrete before the solidification of roof tiles (80).Alternatively, rainwater
Blend stop (81) can be made up of concrete and separate production with roof tiles (80).In this case, concrete rainwater blend stop (81) can
It is glued on the surface of roof tiles (80).When using roof tiles (80) of single type, each roof tiles (80) and the rain of each one
Water blend stop (81) is formed by identical concrete.Rainwater blend stop (81) prevents rainwater from amassing into pool and from room on roof tiles (80)
The head on top watt (80) overflows and enters following roof structure.During extreme weather, some rainwater may leak through, but root
It is allowed to flow away from bedding course (20) according to the lightweight of the present invention and the little gradient roof structure of watertight.
The installation method of the replacement of above-mentioned installation method is as shown in figure 5a and 5b.For ease of explaining, three intervals are only shown
The U-shaped cushion cap (10) opened.Preferably width is that first piece of bedding course (20) of 120cm is vertically launched, and covers first and second
The upper extension section (12) of cushion cap (10) is from the total length of roof eaves to ridge.Another block bedding course (20) vertically launches, and covers
The upper extension section (12) of lid second and the 3rd cushion cap (10) is from the total length of roof eaves to ridge.Lath (30) is elongated downstream
And for depressing bedding course (20) to form valley, this valley is as previously mentioned for the rigid surface that is stretched.This kind is hung down
Straight installation method is without sealing, thus causes material input (measuring) to reduce and relatively low material consumption.
Claims (1)
1. a roof structure, consists essentially of spaced apart cushion cap (10), bedding course (20), downstream lath (30) and cross board
Bar (40), described cushion cap extends to ridge from eaves, and described bedding course is placed on the upper extension section (12) of described cushion cap (10),
Described lath downstream covers the described upper extension section (12) of described cushion cap (10), and described cross battens is relative to described cushion cap
(10) horizontal expansion and be used as supporting roof tiles (80),
It is characterized in that,
Each lath (30) downstream is for have two generally omega shaped cross sections extending laterally flange (31)；
Described lath downstream (30) covers each described cushion cap (10) from the total length of eaves to ridge；
Each described bedding course (20) is extensible, flexible and waterproof；
Described lath downstream (30) extend laterally flange (31) for depressing and stretch bedding course (20), and form adjacent cushion cap
(10) valley (21) between；
The bedding course (20) being stretched is that each described valley (21) provides rigid surface；And
Each described roof tiles (80) is designed with rainwater blend stop (81).
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| MYUI2014700129A MY175140A (en) | 2014-01-20 | 2014-01-20 | A lightweight and watertight low pitch roof structure |
| MYUI2014700129 | 2014-01-20 | ||
| PCT/IB2015/050138 WO2015107437A1 (en) | 2014-01-20 | 2015-01-08 | A lightweight and watertight low pitch roof structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106164391A true CN106164391A (en) | 2016-11-23 |
| CN106164391B CN106164391B (en) | 2019-04-09 |
Family
ID=52574189
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201580004740.5A Active CN106164391B (en) | 2014-01-20 | 2015-01-08 | The small gradient roof structure of lightweight and watertight |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP3097241B1 (en) |
| CN (1) | CN106164391B (en) |
| MY (1) | MY175140A (en) |
| PL (1) | PL3097241T3 (en) |
| ZA (1) | ZA201603088B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1316654A1 (en) * | 2001-11-29 | 2003-06-04 | Monarflex A/S | A distance element for use in a roof structure and a method of positioning and fixating a plurality of lathes in a roof structure |
| US20080000170A1 (en) * | 2005-12-22 | 2008-01-03 | R. H. Tamlyn & Sons, Lp | Rafter Membrance Hold Down Clip |
| CN101137473A (en) * | 2005-03-09 | 2008-03-05 | 拉法奇屋面材料技术中心有限公司 | Device and method for the production of a water barrier in an unhardened roof tile |
| CN101415528A (en) * | 2006-09-30 | 2009-04-22 | 莫尼技术中心有限公司 | Device and method for the production of a roof tile with at least one water barrier |
| AU2010100176A4 (en) * | 2010-02-18 | 2010-03-25 | Am & Sk Holdings Pty Ltd | Roofing assembly and method |
| US7797905B1 (en) * | 2007-02-26 | 2010-09-21 | David L. Smalley | Roofing system and members |
| US20120291382A1 (en) * | 2011-05-18 | 2012-11-22 | Cool Roof Innovations Inc. | Cool roof batten assembly |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2592082B1 (en) * | 1985-12-24 | 1989-04-21 | Ansault Pierre | TILE FOR COVERING ROOFS OR OTHER SIMILAR USES |
| US20020124507A1 (en) * | 1997-06-27 | 2002-09-12 | Atkins Dennis P. | Safety barrier for roof construction |
| FR2861773A1 (en) * | 2003-10-31 | 2005-05-06 | Siplast Sa | SOFT SCREEN FOR ROOFING, AND ROOF COMPRISING SUCH A SCREEN |
| DE102004008092A1 (en) * | 2004-02-19 | 2005-09-08 | Erlus Aktiengesellschaft | Roof tiles, method of making a roof tile and roofing with roof tiles laid |
-
2014
- 2014-01-20 MY MYUI2014700129A patent/MY175140A/en unknown
-
2015
- 2015-01-08 EP EP15706054.2A patent/EP3097241B1/en active Active
- 2015-01-08 CN CN201580004740.5A patent/CN106164391B/en active Active
- 2015-01-08 PL PL15706054T patent/PL3097241T3/en unknown
-
2016
- 2016-05-09 ZA ZA2016/03088A patent/ZA201603088B/en unknown
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1316654A1 (en) * | 2001-11-29 | 2003-06-04 | Monarflex A/S | A distance element for use in a roof structure and a method of positioning and fixating a plurality of lathes in a roof structure |
| CN101137473A (en) * | 2005-03-09 | 2008-03-05 | 拉法奇屋面材料技术中心有限公司 | Device and method for the production of a water barrier in an unhardened roof tile |
| US20080000170A1 (en) * | 2005-12-22 | 2008-01-03 | R. H. Tamlyn & Sons, Lp | Rafter Membrance Hold Down Clip |
| CN101415528A (en) * | 2006-09-30 | 2009-04-22 | 莫尼技术中心有限公司 | Device and method for the production of a roof tile with at least one water barrier |
| US7797905B1 (en) * | 2007-02-26 | 2010-09-21 | David L. Smalley | Roofing system and members |
| AU2010100176A4 (en) * | 2010-02-18 | 2010-03-25 | Am & Sk Holdings Pty Ltd | Roofing assembly and method |
| US20120291382A1 (en) * | 2011-05-18 | 2012-11-22 | Cool Roof Innovations Inc. | Cool roof batten assembly |
Non-Patent Citations (1)
| Title |
|---|
| 赵飞鹤: "《园林建筑小品及构造》", 31 January 2015 * |
Also Published As
| Publication number | Publication date |
|---|---|
| PL3097241T3 (en) | 2020-06-29 |
| EP3097241B1 (en) | 2020-01-01 |
| ZA201603088B (en) | 2017-07-26 |
| MY175140A (en) | 2020-06-10 |
| CN106164391B (en) | 2019-04-09 |
| EP3097241A1 (en) | 2016-11-30 |
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