CN110042990A - A kind of steel construction for building with waterproof bedding function - Google Patents
A kind of steel construction for building with waterproof bedding function Download PDFInfo
- Publication number
- CN110042990A CN110042990A CN201910365199.0A CN201910365199A CN110042990A CN 110042990 A CN110042990 A CN 110042990A CN 201910365199 A CN201910365199 A CN 201910365199A CN 110042990 A CN110042990 A CN 110042990A
- Authority
- CN
- China
- Prior art keywords
- plate
- drainage ditch
- formation
- crossbeam
- building
- 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
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/02—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
- E04D3/16—Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/36—Connecting; Fastening
- E04D3/365—Connecting; Fastening by simple overlapping of the marginal portions with use of separate connecting elements, e.g. hooks or bolts for corrugated sheets
Abstract
The invention discloses a kind of steel constructions for building with waterproof bedding function, the crossbeam for being mounted on top of building including one, one drainage ditch is installed at the position directly above of the crossbeam, the both ends of the drainage ditch form support portion after being bent downwardly 10 ~ 15 °, first is equipped with by the support portion to mat formation plate, muti-piece pressing plate is installed in the drainage ditch, every piece described first plate of mating formation at least corresponds to two pieces of pressing plates, more studs are welded in the interior bottom of the drainage ditch, the stud is upward through the pressing plate, the stud is equipped with nut after passing through the pressing plate, the pressing part is close to described first and mats formation plate at this time, support rod is welded with below the drainage ditch, the support rod connects the crossbeam, in the described first plate of mating formation second is equipped with far from that one end of the drainage ditch mats formation plate, it is described Second part for mating formation plate is layered in the described first lower section for mating formation plate；The stable structure of this product, wind loading rating are stronger.
Description
Technical field
The present invention relates to a kind of steel constructions for building with waterproof bedding function.
Background technique
A kind of novel building system of steel building has can connecting houses real estate sector, construction industry, industry circle between Metallurgy Industry
Line, set become a new industrial system, and here it is the steel structure techniques that insider generally has an optimistic view of.
For steel building compares traditional concrete construction, with steel plate or fashioned iron instead of armored concrete, intensity
Higher, shock resistance is more preferable.And since component can be made with batch production, in-site installation, thus greatly reduce the duration.Due to steel
It is reusable, building waste can be greatly reduced, it is more environmentally protective, thus be widely used by countries in the world, apply
In industrial building and civil buildings.
At present steel building it is high-rise, on super high-rise building with increasingly mature, be increasingly becoming the building work of mainstream
Skill is the developing direction of future architecture.
The form that color steel plate tiling is generallyd use at the top of steel building forms roof, and structural strength is poor, is meeting
When to high wind, color steel plate can be blown afloat, and leak is caused.
Based on the above issues, it is desirable to provide a kind of stable structure, the stronger band waterproof bedding function for building of wind loading rating
Steel construction.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of stable structure, the stronger band waterproof for building of wind loading rating
The steel construction of bedding function.
The present invention is achieved through the following technical solutions:
A kind of steel construction for building with waterproof bedding function, the crossbeam for being mounted on top of building including one, in the crossbeam
Position directly above at a drainage ditch is installed, the both ends of the drainage ditch form support portion after being bent downwardly 10 ~ 15 °, pass through
The support portion is equipped with first and mats formation plate, described first mat formation plate upper end fold inward after be bonded the inner wall of the drainage ditch,
Muti-piece pressing plate is installed in the drainage ditch, every piece described first plate of mating formation at least corresponds to two pieces of pressing plates, the pressing plate
Left and right side at flip up after form pressing part, the pressing part is compressed on the described first plate of mating formation and is located at the draining
At that a part on canal inner wall, more studs are welded in the interior bottom of the drainage ditch, the stud is upward through described
Pressing plate, the stud are equipped with nut after passing through the pressing plate, are pressed downward making the pressing plate after the nut backspin, described at this time
Pressing part is close to described first and mats formation plate, and support rod is welded with below the drainage ditch, and the support rod connects the cross
Beam is equipped with second far from that one end of the drainage ditch and mats formation plate in the described first plate of mating formation, the described second office for mating formation plate
Portion is layered in the described first lower section for mating formation plate, and the width of laminated portions is greater than 10cm.
Preferably, the crossbeam is girder steel, and section is " mouth " font, and the crossbeam uses Q235 normal carbon structure
Steel, the both ends of crossbeam are welded on vertical beam, when this product is also applicable in the building of brick structure, both ends of crossbeam at this time
Then it is cast in bearing column.
Preferably, it is offered on the crossbeam across the hole of the support rod, is arranged with one on the support rod
Spring, the spring are mutually against between the drainage ditch and the crossbeam, and the support rod is equipped with one after being passed down through the hole
Limit sleeve is combined with screw between the limit sleeve and the support rod；Above structure is mainly played to the soft of drainage ditch
Support, works as winter approached, avenges biggish situation and descend, can use the compressive deformation of spring to carry out energy-absorbing, avoid directly contributing
The case where roof is collapsed.
Preferably, described first mat formation plate and second mat formation plate stratification position at be equipped with first of two or more
Strut, welding is provided with support plate in the first support bar, which is supported on the described second bottom for mating formation plate, institute
The upper end for stating first support bar, which is upward through described first, mats formation and is combined with the first nut after plate, first nut and described the
One, which mats formation, is combined with the sealing ring of rubber material between plate, and the support plate and described second, which are mated formation, is equipped with first between plate
Sealing ring, is equipped with the first spring in the first support bar, and first spring is mutually against described second and mats formation plate and institute
State between crossbeam, the first support bar, which is passed down through after the crossbeam, is combined with the first limit sleeve, first limit sleeve with
The first screw is combined between the first support bar；Above structure is primarily to cooperation drainage ditch carries out downward deformation suction
Energy.
Preferably, described first mats formation plate and the second plate of mating formation is color steel plate.
The advantage of this product is:
On the basis of steel construction is original, crossbeam is increased again, further increases the structural strength of steel building, and
And increased crossbeam be intended merely to carry out load-bearing to roofing, therefore give one, mated formation roofing preferable support,
This product after the completion of mating formation, first mat formation plate be suppressed by pressing plate, therefore can be to avoid being opened by wind the case where, increase
Rated wind velocity, while first mats formation plate and second to mat formation between plate be to be mated formation plate stable structure using stack design first
In the case where, the second plate of mating formation also firmly is suppressed.
The beneficial effects of the present invention are: the structure of this product is relatively simple, and after the completion of mating formation, have enough anti-
Monsoon intensity avoids being blown open, while the setting of drainage ditch can be to avoid occurring leak, and the first of stack design be mated formation plate and second
Enough waterproofs also may be implemented in plate of mating formation, and the structure of this product is simple, low in cost, are suitble to promote the use of.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is enlarged drawing at A；
Fig. 3 is enlarged drawing at B；
Fig. 4 is sectional view of the crossbeam at the position C-C.
Specific embodiment
All features disclosed in this specification or disclosed all methods or in the process the step of, in addition to mutually exclusive
Feature and/or step other than, can combine in any way.
Any feature disclosed in this specification (including any accessory claim, abstract and attached drawing), except non-specifically chatting
It states, can be replaced by other alternative features that are equivalent or have similar purpose.That is, unless specifically stated, each feature is only
It is an example in a series of equivalent or similar characteristics.
In the description of the present invention, it is to be understood that, term " one end ", " other end ", " outside ", "upper", " inside ",
The orientation or positional relationship of the instructions such as "horizontal", " coaxial ", " center ", " end ", " length ", " outer end " is based on shown in attached drawing
Orientation or positional relationship, be merely for convenience of description of the present invention and simplification of the description, rather than the device of indication or suggestion meaning
Or element must have a particular orientation, be constructed and operated in a specific orientation, therefore be not considered as limiting the invention.
In addition, in the description of the present invention, the meaning of " plurality " is at least two, such as two, three etc., unless otherwise
Clear specific restriction.
In the present invention unless specifically defined or limited otherwise, term " setting ", " socket ", " connection ", " running through ",
Terms such as " grafting " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral；It can be with
It is mechanical connection, is also possible to be electrically connected；It can be directly connected, two can also be can be indirectly connected through an intermediary
The interaction relationship of connection or two elements inside a element, unless otherwise restricted clearly.For the common of this field
For technical staff, the specific meanings of the above terms in the present invention can be understood according to specific conditions.
One kind steel construction for building with waterproof bedding function as shown in Figure 1, Figure 2, Figure 3 and Figure 4, including one be mounted on
The crossbeam 1 of top of building is equipped with a drainage ditch 2, the both ends of the drainage ditch 2 at the position directly above of the crossbeam 1
Support portion 201 is formed after being bent downwardly 15 °, is equipped with first by the support portion 201 and is mated formation plate 3, the design mesh of support portion 201
Be increase the contact area for mating formation plate 3 with first so that first mat formation plate 3 installation it is more stable, described first mats formation
It is bonded the inner wall of the drainage ditch 2 after the upper end fold inward of plate 3, muti-piece pressing plate 4 is installed in the drainage ditch 2, every piece
Described first mats formation the corresponding 4 pieces of pressing plates 4 of plate 3, forms pressing part after flipping up at the left and right side of the pressing plate 4
401, the pressing part 401 is compressed on described first and mats formation at that a part that plate 3 is located on 2 inner wall of drainage ditch, in institute
The interior bottom for stating drainage ditch 2 is welded with more studs 202, and the stud 202 is upward through the pressing plate 4, and the stud 202 is worn
It is equipped with nut 203 after crossing the pressing plate 4, is pressed downward making the pressing plate 4 after 203 backspin of nut, at this time the pressing part
401, which are close to described first, mats formation plate 3, is welded with support rod 5 in the lower section of the drainage ditch 2, the support rod 5 connects the cross
Beam 1 is equipped with second far from that one end of the drainage ditch 2 and mats formation plate 6 in the described first plate 3 of mating formation, and described second mats formation plate 6
Part be layered in the described first lower section for mating formation plate 3, the width of laminated portions is greater than 10cm.
A preferred embodiment in the use of the new type, the crossbeam 1 are girder steel, and section is " mouth " font, the cross
Beam 1 uses Q235 common carbon structural steel, and the both ends of crossbeam 1 are welded on vertical beam, and this product is also applicable in brick knot
When the building of structure, the both ends of crossbeam are then cast in bearing column at this time.
A preferred embodiment in the use of the new type is offered on the crossbeam 1 across the hole of the support rod 5
(not shown) is arranged with a spring 511 on the support rod 5, which is against the drainage ditch 2 and the crossbeam 1
Between, the support rod 5 is equipped with a limit sleeve 512 after being passed down through the hole, the limit sleeve 512 and the support rod 5 it
Between be combined with screw 513；Above structure is mainly the soft supporting played to drainage ditch, works as winter approached, avenges biggish feelings
Under condition, it can use the compressive deformation of spring to carry out energy-absorbing, avoid directly contributing the case where roof is collapsed.
A preferred embodiment in the use of the new type, described first mat formation plate 3 and second mat formation plate 6 stratification position
It is in longitudinally to be placed equidistant with that place, which is equipped with 4 first support bars, 7,4 first support bars 7, and the chief minister's seal is needed through 4 crossbeams 1
First support bar 7 is cooperated, spacing between adjacent two first support bars 7 is 160cm ~ 220cm, described first
Welding is provided with support plate 701 on support rod 7, which is supported on the described second bottom for mating formation plate 6, and described first
The upper end of support rod 701, which is upward through described first, mats formation and is combined with the first nut 702, first nut 702 and institute after plate 3
State first and mat formation and be combined with the sealing ring 711 of rubber material between plate 3, the support plate 701 with described second mat formation plate 6 it
Between be equipped with the first sealing ring 712, the first spring 713,713 phase of the first spring are equipped in the first support bar 7
It is against described second to mat formation between plate 6 and the crossbeam 1, the first support bar 7 is combined with after being passed down through the crossbeam 1
One limit sleeve 714 is combined with the first screw 715 between first limit sleeve 714 and the first support bar 7；Above structure
Primarily to cooperation drainage ditch carries out downward deformation energy-absorbing.
A preferred embodiment in the use of the new type, described first mats formation plate 3 and the second plate 6 of mating formation is color steel plate.
The advantage of this product is:
On the basis of steel construction is original, crossbeam is increased again, further increases the structural strength of steel building, and
And increased crossbeam be intended merely to carry out load-bearing to roofing, therefore give one, mated formation roofing preferable support,
This product after the completion of mating formation, first mat formation plate be suppressed by pressing plate, therefore can be to avoid being opened by wind the case where, increase
Rated wind velocity, while first mats formation plate and second to mat formation between plate be to be mated formation plate stable structure using stack design first
In the case where, the second plate of mating formation also firmly is suppressed.
The beneficial effects of the present invention are: the structure of this product is relatively simple, and after the completion of mating formation, have enough anti-
Monsoon intensity avoids being blown open, while the setting of drainage ditch can be to avoid occurring leak, and the first of stack design be mated formation plate and second
Enough waterproofs also may be implemented in plate of mating formation, and the structure of this product is simple, low in cost, are suitble to promote the use of.
The above description is merely a specific embodiment, but scope of protection of the present invention is not limited thereto, any
The change or replacement expected without creative work, should be covered by the protection scope of the present invention.Therefore, of the invention
Protection scope should be determined by the scope of protection defined in the claims.
Claims (5)
1. a kind of steel construction for building with waterproof bedding function, it is characterised in that: the cross for being mounted on top of building including one
Beam is equipped with a drainage ditch, shape after the both ends of the drainage ditch are bent downwardly 10 ~ 15 ° at the position directly above of the crossbeam
At support portion, be equipped with first by the support portion and mat formation plate, described first mat formation plate upper end fold inward after described in fitting
The inner wall of drainage ditch, is equipped with muti-piece pressing plate in the drainage ditch, and every piece described first plate of mating formation at least corresponds to described in two pieces
Pressing plate forms pressing part after flipping up at the left and right side of the pressing plate, and the pressing part is compressed on described first and mats formation
Plate is located at that a part on the drainage ditch inner wall, is welded with more studs, the spiral shell in the interior bottom of the drainage ditch
Column is upward through the pressing plate, and the stud is equipped with nut after passing through the pressing plate, institute processed is pressed downward after the nut backspin
Pressing plate is stated, the pressing part is close to described first and mats formation plate at this time, and support rod, the branch are welded with below the drainage ditch
Strut connects the crossbeam, is equipped with second in the described first plate of mating formation far from that one end of the drainage ditch and mats formation plate, described
Second part for mating formation plate is layered in the described first lower section for mating formation plate, and the width of laminated portions is greater than 10cm.
2. the steel construction for building with waterproof bedding function according to claim 1, it is characterised in that: the crossbeam is steel
Beam, section are " mouth " font, and the crossbeam uses Q235 common carbon structural steel.
3. the steel construction for building with waterproof bedding function according to claim 1, it is characterised in that: on the crossbeam
It offers across the hole of the support rod, a spring is arranged on the support rod, which is mutually against the drainage ditch
Between the crossbeam, the support rod is equipped with a limit sleeve after being passed down through the hole, the limit sleeve and the support rod
Between be combined with screw.
4. the steel construction for building with waterproof bedding function according to claim 1, it is characterised in that: in first paving
Loading board and second mat formation plate stratification position at be equipped with two or more first support bars, welded in the first support bar
It is provided with support plate, which is supported on the described second bottom for mating formation plate, and the upper end of the first support bar is upward through
Described first, which mats formation, is combined with the first nut after plate, and first nut and described first, which are mated formation, is combined with rubber material between plate
Sealing ring, the support plate and described second mats formation and is equipped with the first sealing ring between plate, fill in the first support bar
Equipped with the first spring, first spring is mutually against described second and mats formation between plate and the crossbeam, the first support bar to
Under the first limit sleeve is combined with after the crossbeam, be combined with first between first limit sleeve and the first support bar
Screw.
5. the steel construction for building with waterproof bedding function according to claim 1, it is characterised in that: described first mats formation
Plate and the second plate of mating formation are color steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910365199.0A CN110042990B (en) | 2019-04-30 | 2019-04-30 | Steel construction of waterproof tiling function in area for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910365199.0A CN110042990B (en) | 2019-04-30 | 2019-04-30 | Steel construction of waterproof tiling function in area for building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110042990A true CN110042990A (en) | 2019-07-23 |
| CN110042990B CN110042990B (en) | 2020-11-03 |
Family
ID=67280780
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910365199.0A Active CN110042990B (en) | 2019-04-30 | 2019-04-30 | Steel construction of waterproof tiling function in area for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110042990B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007191853A (en) * | 2006-01-17 | 2007-08-02 | Tokyu Construction Co Ltd | Method and structure for mounting folded plate made of translucent resin on folded plate roof |
| CN202023284U (en) * | 2011-02-18 | 2011-11-02 | 杭州中信钢构制造有限公司 | Roof structure for steel structure |
| CN203684545U (en) * | 2013-06-13 | 2014-07-02 | 行础 | Steel structural roof with waterproof, breathable and sound absorption functions |
| CN204510635U (en) * | 2014-12-24 | 2015-07-29 | 杭州儒燕科技开发有限公司 | A kind of windproof roof structure for steel work |
| CN106049767A (en) * | 2015-06-16 | 2016-10-26 | 张秀明 | Fastening arrangement for a metal roof |
| CN206016016U (en) * | 2016-07-29 | 2017-03-15 | 青建集团股份公司 | A kind of steel house ridge structure |
| CN207277695U (en) * | 2017-07-21 | 2018-04-27 | 宝钢建筑系统集成有限公司 | A kind of plane skylight wind resistance gasket assembly applied to wall roofing |
| CN208748976U (en) * | 2018-08-06 | 2019-04-16 | 石家庄市昌茂彩钢有限公司 | A kind of pressing steel plate roofing deformation joint node waterproof structure |
-
2019
- 2019-04-30 CN CN201910365199.0A patent/CN110042990B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007191853A (en) * | 2006-01-17 | 2007-08-02 | Tokyu Construction Co Ltd | Method and structure for mounting folded plate made of translucent resin on folded plate roof |
| CN202023284U (en) * | 2011-02-18 | 2011-11-02 | 杭州中信钢构制造有限公司 | Roof structure for steel structure |
| CN203684545U (en) * | 2013-06-13 | 2014-07-02 | 行础 | Steel structural roof with waterproof, breathable and sound absorption functions |
| CN204510635U (en) * | 2014-12-24 | 2015-07-29 | 杭州儒燕科技开发有限公司 | A kind of windproof roof structure for steel work |
| CN106049767A (en) * | 2015-06-16 | 2016-10-26 | 张秀明 | Fastening arrangement for a metal roof |
| CN206016016U (en) * | 2016-07-29 | 2017-03-15 | 青建集团股份公司 | A kind of steel house ridge structure |
| CN207277695U (en) * | 2017-07-21 | 2018-04-27 | 宝钢建筑系统集成有限公司 | A kind of plane skylight wind resistance gasket assembly applied to wall roofing |
| CN208748976U (en) * | 2018-08-06 | 2019-04-16 | 石家庄市昌茂彩钢有限公司 | A kind of pressing steel plate roofing deformation joint node waterproof structure |
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| Publication number | Publication date |
|---|---|
| CN110042990B (en) | 2020-11-03 |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20201019 Address after: 322100, Zhejiang City, Jinhua province Dongyang Song Town Industrial Zone Applicant after: ZHEJIANG DONGCHI STEEL STRUCTURE Co.,Ltd. Address before: 321200 Construction Engineering Company, 44 East Chengdu Road, Wuyi County, Jinhua City, Zhejiang Province Applicant before: Zhu Shuiwan |
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