CN110005087A - Spelling pulling type movable plank house roofing global anti-wind system - Google Patents
Spelling pulling type movable plank house roofing global anti-wind system Download PDFInfo
- Publication number
- CN110005087A CN110005087A CN201910397902.6A CN201910397902A CN110005087A CN 110005087 A CN110005087 A CN 110005087A CN 201910397902 A CN201910397902 A CN 201910397902A CN 110005087 A CN110005087 A CN 110005087A
- Authority
- CN
- China
- Prior art keywords
- roofing
- component
- connection component
- movable plank
- plank house
- 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
Links
- 238000003466 welding Methods 0.000 claims description 4
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 238000003825 pressing Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 17
- 229910000831 Steel Inorganic materials 0.000 description 57
- 239000010959 steel Substances 0.000 description 57
- 238000010586 diagram Methods 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 6
- 238000007789 sealing Methods 0.000 description 5
- 238000005520 cutting process Methods 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000008447 perception Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/18—Special structures in or on roofs, e.g. dormer windows
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/14—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The invention discloses a kind of spelling pulling type movable plank house roofing global anti-wind systems.On Sloping roof formula movable plank house length direction, ridge connection component is arranged in interplanar distance on ridge.In Sloping roof formula movable plank house width direction, each ridge connection component two sides are correspondingly provided with roofing four-way connection component and vertical supporting component.For each roofing four-way connection component, seen along Sloping roof formula movable plank house width direction, roofing four-way connection component side and its opposite vertical supporting component drawknot straight, the other side and its straight with respect to and oblique opposite ridge connection component drawknot.Purlin connection is pressed by eaves between the two neighboring vertical supporting component of eaves setting.Vertical supporting component is fixed by accepting component with column.Ridge connection component, roofing four-way connection component and vertical supporting component form the wind resistance reticular structure for preventing roof from starting to the roof of Sloping roof formula movable plank house under the drawknot effect of force transmitting link, and wind resistance effect is good, can be used in turn.
Description
Technical field
The present invention relates to a kind of spelling pulling type movable plank house roofing global anti-wind system, belongs to and face building room wind resistance technology neck
Domain.
Background technique
Currently, movable plank house (also known as color steel room) have been widely used for construction site face building room, for handling official business, living
It uses.Face building room provisioned in architectural engineering positioned at northeast, North China, northwest and coastal area, because of their location wind-force mistake
Greatly, the roof for facing building room needs to take wind-resistance measures to guarantee that house will not lead to room because wind-force is excessive in use
Emaciated face from.
The wind resistance mode generallyd use at present are as follows: on the Sloping roof of movable plank house, adopted from ridge to two sides eaves direction
Steel pipe grid beam is set up with fastener, the suitable position of the steel pipe in eaves is added by wirerope by earth anchor and ground rollering junction
Gu.It can be found that existing above-mentioned wind resistance mode has the following deficiencies: first from actual use, steel pipe, fastener are mainly used
It realizes, the contact area of steel pipe and roofing is small, and especially round steel pipe and roofing are curved face contact, under stronger active force, roofing
Plate easily deforms problem；Second, using fastener (buckle) connection between steel pipe, tightness is only by holding between buckle and steel pipe
Tight degree determines, under high wind conditions, the frequent vibration of steel pipe easily leads to buckle and loosens；Third, wirerope and steel pipe fixation side
Formula is random, and steel wire tensioning degree can not determine that safety is unsecured；4th, it can not be used in turn, cause waste of material；The
Five, the structures such as wirerope and earth anchor occupy ground space, hamper the passage of pedestrian, vehicle etc., easily cause and collide with, and influence to resist
Wind effect；6th, steel pipe grid beam is without Standardization Order, and different, build process is time-consuming and laborious, and can not determine whether energy
Enough it is really achieved wind resistance effect.
Summary of the invention
The purpose of the present invention is to provide a kind of spelling pulling type movable plank house roofing global anti-wind systems, and installing and dismounting is just
Victory, wind resistance effect is good, can be used in turn, be not take up ground space, the movable plank house suitable for various ramp angles roofings.
To achieve the goals above, the invention adopts the following technical scheme:
A kind of spelling pulling type movable plank house roofing global anti-wind system, it is characterised in that: it includes ridge connection component, roofing
Four-way connection component, vertical supporting component, eaves pressure purlin and force transmitting link, in which:
On Sloping roof formula movable plank house length direction, several ridge connection components are arranged in interplanar distance on ridge；In oblique room
In the formula movable plank house width direction of face, each ridge connection component two sides are correspondingly provided with a roofing four-way connection component and one and erect
To support component, vertical supporting component is located at eaves, and roofing four-way connection component is located at ridge connection component and vertical supporting
Between component；It for each roofing four-way connection component, is seen along Sloping roof formula movable plank house width direction, roofing four-way connection group
Part side and its straight an opposite vertical supporting component by force transmitting link drawknot, the roofing four-way connection component other side and its
Straight with respect to and oblique opposite ridge connection component pass through force transmitting link drawknot；Along the two neighboring vertical supporting of eaves setting
Purlin connection is pressed by being set to the eaves above eaves between component；Vertical supporting component is by accepting component and the activity of Sloping roof formula
The column of board house is fixedly connected；The drawing of ridge connection component, roofing four-way connection component and vertical supporting component in force transmitting link
A wind resistance reticular structure for preventing roof from starting is formed to the roof of Sloping roof formula movable plank house under knot effect.
The invention has the advantages that
The present invention is easy to install and disassemble, and installation process is controllable, and adaptable, wind resistance effect is good, can be used in turn, be not take up
Ground space, the movable plank house suitable for various ramp angles roofings.
Detailed description of the invention
Fig. 1 is the composition schematic diagram of spelling pulling type movable plank house roofing global anti-wind system of the present invention.
Fig. 2 is the structural schematic diagram of ridge connection component.
Fig. 3 is the structural schematic diagram of roofing four-way connection component.
Fig. 4 is the structural schematic diagram of vertical supporting fixation kit.
Fig. 5 is the structural schematic diagram of eaves pressure purlin.
Fig. 6 is the structural schematic diagram for accepting component.
Fig. 7 is the operation instruction schematic diagram of spelling pulling type movable plank house roofing global anti-wind system of the present invention.
Specific embodiment
Spelling pulling type movable plank house roofing global anti-wind system of the present invention is especially suitable for Sloping roof formula movable plank house.Sloping roof
Formula movable plank house generally includes roof, and roof forms ridge 71 by two inclined roof boardings 70, and roof side is along being and ridge
71 parallel eaves 72, roof is supported by light section steel structure, and light section steel structure is usually by cross bar (not marking in figure) and column 80
It constitutes, shingle nail 90 is installed in light section steel structure.In the present invention, movable plank house is that having for this field faces building room knot
Structure, therefore its specific structure is not described in detail herein.
As shown in Figures 1 to 7, spelling pulling type movable plank house roofing global anti-wind system of the present invention includes ridge connection component
10, roofing four-way connection component 20, vertical supporting component 30, eaves pressure purlin 40 and force transmitting link 50, in which: living in Sloping roof formula
On movable plate room length direction, i.e., on 71 length direction of ridge, several ridge connection components 10 are arranged in interplanar distance on ridge 71；?
(Sloping roof formula movable plank house width direction and Sloping roof formula movable plank house length direction in Sloping roof formula movable plank house width direction
It is vertical in the horizontal plane), it is vertical that each 10 two sides of ridge connection component are correspondingly provided with a roofing four-way connection component 20 and one
Support component 30, vertical supporting component 30 are located at eaves 72, roofing four-way connection component 20 be located at ridge connection component 10 with
Between vertical supporting component 30, on roofing (70 middle part of roof boarding)；For each roofing four-way connection component 20, along oblique room
Face formula movable plank house width direction sees, 20 side of roofing four-way connection component and its an opposite vertical supporting component 30 is logical straight
Cross 50 drawknot of force transmitting link, 20 other side of roofing four-way connection component and its straight with respect to and oblique opposite ridge connection component
10 by 50 drawknot of force transmitting link, and such as Fig. 7, it is netted that force transmitting link 50 forms right-angled intersection on roof boarding 70；In oblique room
On the formula movable plank house length direction of face, the two neighboring vertical supporting component 30 being arranged along eaves 72 is in the position above eaves
Between pass through and be set to the eaves of the top of eaves 72 purlin 40 is pressed to link；Vertical supporting component 30 extends downward into the position below eaves
It is fixedly connected by accepting component 60 with the column 80 below Sloping roof formula movable plank house roof；Ridge connection component 10, roofing
Four-way connection component 20 and vertical supporting component 30 are under the drawknot effect of force transmitting link 50 to the room of Sloping roof formula movable plank house
Top forms a wind resistance reticular structure for preventing roof from starting.
Such as Fig. 2, ridge connection component 10 includes that two ridges press part 11, and the connecting end that two ridges press part 11 passes through
Hinge 13 rotationally interconnects, steel hinge 13 designed for, two ridges press the angle between part 11 according to
The self-regulation of 71 gradient size adaptability of ridge, so that ridge connection component 10 can be close to ridge 71, such as Fig. 2, each ridge presses
The drawknot end two sides of part 11 are welded with connector 12, and each ridge presses the drawknot end of part 11 and two connectors 12 of its two sides
It is respectively used to be spirally connected with a force transmitting link 50, that is to say, that each ridge presses the drawknot end of part 11 and positioned at the two of its two sides
A connector 12 is respectively used to a roofing four-way connection component 20 by 50 drawknot of force transmitting link, certainly, when ridge connection group
When part 10 is located at roofing end along 73 position, two connectors 12 on ridge connection component 10 outwardly are then no longer spirally connected force transmitting link
50, in which: the force transmitting link 50 that connector 12 is spirally connected inclines relative to the force transmitting link 50 that the drawknot end that ridge presses part 11 is spirally connected
Tiltedly.In the present invention, ridge connection component 10 can realize connection on six different directions.
Such as Fig. 2, in actual fabrication, it includes C-shaped channel steel 111 that ridge, which presses part 11, and the opening of 111 one end of C-shaped channel steel is logical
It crosses steel plate 112 to seal and form drawknot end, circular hole, the spiral shell that force transmitting link 50 is arranged by circular hole two sides is offered on steel plate 112
Mother 14 realizes the connection with steel plate 112.Connector 12 includes C-shaped channel steel 121, and 121 one end of C-shaped channel steel carries out angle cutting, separately
The opening of one end is sealed by steel plate 122, and circular hole, the spiral shell that force transmitting link 50 is arranged by circular hole two sides are offered on steel plate 122
Mother 14 realizes the connection with steel plate 122.
Such as Fig. 3, roofing four-way connection component 20 includes that roofing presses part 21, and the two sides that roofing presses 21 one end of part are welded with
Connector 22, roofing presses the both ends of part 21 and two connectors 22 are respectively used to be spirally connected with a force transmitting link 50, that is to say, that
One end that roofing presses part 21 is used for a vertical supporting component 30 through 50 drawknot of force transmitting link, and roofing presses the another of part 21
The connector 22 of end and its two sides is respectively used to work as roofing certainly by 50 drawknot of force transmitting link with a ridge connection component 10
When four-way connection component 20 is located at roofing end along 73 position, a connection piece 22 on roofing four-way connection component 20 outwardly is then no longer
Be spirally connected force transmitting link 50, in which: the force transmitting link 50 that connector 22 is spirally connected presses the power transmission that 21 both ends of part are spirally connected relative to roofing
Connecting rod 50 tilts.In the present invention, roofing four-way connection component 20 can realize connection on four different directions.
Such as Fig. 3, in actual fabrication, it includes C-shaped channel steel 211 that roofing, which presses part 21, and the opening at 211 both ends of C-shaped channel steel is equal
Sealed by steel plate 212, offer circular hole on steel plate 212, force transmitting link 50 by the nut 23 that circular hole two sides are arranged realize with
The connection of steel plate 212.Connector 22 includes C-shaped channel steel 221, and 221 one end of C-shaped channel steel carries out angle cutting, the opening of the other end
Sealed by steel plate 222, offer circular hole on steel plate 222, force transmitting link 50 by the nut 23 that circular hole two sides are arranged realize with
The connection of steel plate 222.
Such as Fig. 4, vertical supporting component 30 includes upper and lower support tube 32,31, the lower support tube of the upper insertion of support tube 32 lower section
In 31, and upper support tube 32 adjusts the depth being inserted into lower support tube 31, in practice, upper support tube by surely high bolt 34
32 lower parts, 31 top of lower support tube can be respectively equipped with several location holes, and fixed high bolt 34 runs through upper support tube 32, lower support tube 31
On location hole come realize the positioning between upper support tube 32 and lower support tube 31 adjust, thus according to 72 position of eaves to eaves
The height for pressing part 33 realizes adjustment, such as Fig. 4, and the exposed top of upper support tube 32 has been rotatably coupled eaves by bolt 35
Press part 33, the two sides that the eaves above eaves 72 press 33 one end of part are welded with side connecting plate 36, each side connecting plate 36
For being spirally connected with eaves pressure 40 one end of purlin, that is to say, that the side connecting plate 36 of vertical supporting component 30 is used to pass through eaves pressure
Purlin 40 with and its adjacent vertical supporting component 30 side connecting plate 36 connect, certainly, when vertical supporting component 30 is located at roofing
When end is along 73 position, the side connecting plate 36 on vertical supporting component 30 outwardly is then no longer spirally connected eaves pressure purlin 40, such as Fig. 4, under
31 lower weld of support tube has several fixed plates 38, and each fixed plate 38 is bolted with a connecting piece 37, and each connecting piece 37 is used for
It is spirally connected with a undertaking component 60.
Fig. 4 shows design, and there are three the situations of connecting piece 37.In the present invention, design has multiple, especially three connection
The purpose of knot part 37 is, the connectivity robustness between vertical supporting component 30 and column 80 is improved, to improve the whole of roofing
Body stability.
Such as Fig. 4, in actual fabrication, upper support tube 32 can be made of the different square steel tube welding of two bores, upper support
32 top of pipe can do sealing treatment, and small-bore square steel tube is for being inserted into lower support tube 31, and bigbore square steel tube is for installing
Eaves press part 33.Lower support tube 31 is made of square steel tube.It includes C-shaped channel steel 331,331 both ends of C-shaped channel steel that eaves, which press part 33,
Opening can be sealed by steel plate 332, the trough floor of C-shaped channel steel 331 offers the hole for enabling small-bore square steel tube be pierced by upwards
Steel side connecting plate 36 is welded in hole, 331 two sides of C-shaped channel steel.Connecting piece 37 includes square steel tube 371, and 371 both ends of square steel tube are welded respectively
It connects after sealing plate carries out port closure and welds steel connecting plate 372 on sealing plate again, the connecting plate 372 of 371 one end of square steel tube is used for
It is spirally connected with steel fixed plate 38, the connecting plate 372 of the other end is used to be spirally connected with undertaking component 60.
Such as Fig. 5, it includes pressure purlin bar 41 that eaves, which press purlin 40, and pressure 41 both ends of purlin bar are respectively welded connection board 42, connecting pin
Plate 42 with the side connecting plate 36 on vertical supporting component 30 for being spirally connected.
Such as Fig. 5, in actual fabrication, pressure purlin bar 41 includes square steel tube, and square steel tube both ends are respectively welded sealing plate and carry out port
Weld a connection board 42 after closure on sealing plate again, steel connection board 42 is for the side with neighbouring vertical supporting component 30
Connecting plate 36 is spirally connected.The effect of eaves pressure purlin 40 is, further consolidates vertical supporting component 30 and generates to eaves 72 anti-
Start effect.
Such as Fig. 6, accepting component 60 includes horizontal supporting plate 61, and supporting plate 61 is vertically welded with the plate that is located by connecting above
63, the plate 63 that is located by connecting is used to be spirally connected with the connecting piece 37 of vertical supporting component 30, and supporting plate 61 has vertically been welded with below to be added
The stiffening plate 62 of strong rib effect, stiffening plate 62 and about 63 plate that is located by connecting are opposite, in which: supporting plate 61, be located by connecting plate 63
The cross welding surface 64 for welding with Sloping roof formula movable plank house column 80, cross-wire weld are formed with the same side of stiffening plate 62
Junction 64 designed for improving the connectivity robustness accepted between component 60 and column 80.
Such as Fig. 6, in actual fabrication, supporting plate 61 is located by connecting plate 63 and stiffening plate 62 is made of steel plate.
Such as Fig. 1 to Fig. 6, force transmitting link 50 is the metal round rod (such as steel round bar) that both ends are equipped with screw thread 51.
In actual implementation, roofing four-way connection component 20 remove with its straight opposite 10 drawknot of a ridge connection component it
Outside, also with oblique opposite, neighbouring 10 drawknot of ridge connection component, herein neighbouring refers to closest.This oblique drawknot side
It is netted that formula makes force transmitting link 50 form right-angled intersection on roofing, improves wind resistance.Such as Fig. 7, roofing four-way connection group
Part 20 and its straight opposite ridge 10 drawknot of connection component while, two ridge connection components 10 also adjacent thereto
Drawknot, certainly, when roofing four-way connection component 20 is located at roofing end along 73 position, on roofing four-way connection component 20 outwardly
Side then no longer carries out oblique drawknot processing with ridge connection component 10.
In use, the scene standardization spelling present invention, understands with reference to Fig. 1 and Fig. 7:
Several ridge connection components 10 have been spaced apart on ridge 71 etc., enable the length direction of ridge connection component 10 with
The length direction of ridge 71 is perpendicular.In Sloping roof formula movable plank house width direction, relatively with each ridge connection component 10
Roofing four-way connection component 20 is placed on roofing.According to 72 position of eaves, by adjusting the lower support of the upper insertion of support tube 32
Depth in pipe 31 makes eaves press part 33 and is located above eaves 72, then by each connecting piece 37 of each vertical supporting component 30
It is fixedly connected by accepting component 60 with the column 80 of Sloping roof formula movable plank house.In the present invention, eaves press part 33 with
Meaning rotation can be well adapted for the actual grade on roof.
Then purlin 40 is pressed to connect two neighboring vertical supporting component 30 by eaves.Then by 50 drawknot of force transmitting link
In ridge connection component 10, roofing four-way connection component 20 and vertical supporting in same Sloping roof formula movable plank house width direction
Component 30, and pass through the oblique opposite ridge connection component 10 of 50 drawknot of force transmitting link and 20 shape of roofing four-way connection component
At cross-shaped.
Then the degree that is spirally connected between force transmitting link 50 and each component is adjusted by nut, to adjust each force transmitting link 50
Tensioning degree, make force transmitting link 50 between each component realize connection except, also generation pull effect.Then, ridge connects
The effect that component 10, roofing four-way connection component 20 respectively compress downwards ridge 71, roofing generation, ridge connection component 10,
The eaves of force transmitting link 50,72 top of eaves above roofing four-way connection component 20, vertical supporting component 30 and roofing press purlin
40 make to realize the effect fitted closely between entirety of the present invention and roof together, to play the anti-work started to entire roof
With having reached good wind resistance effect, and without occupying ground space.
The invention has the advantages that
1, present invention assembling, dismantle it is convenient, it is adaptable, can be adjusted flexibly according to roofing board size, gradient etc., it is real
Standardization assembling, time saving and energy saving, the movable plank house suitable for various ramp angles roofings are showed.
2, the present invention is solid securely, and force transmitting link tensioning degree can determine, it can be ensured that roof boarding is compacted, wind resistance effect
Good, safety is guaranteed.
3, each component of the present invention and roof are face contact, increase the contact area with roof, effectively prevent roof boarding
The problem of deforming.
4, the present invention is not influenced by the house number of plies and house span, ground space is not take up, not by premises perimeter landform shadow
It rings, does not influence house usage comfort, outer perception is good.
5, each component of the present invention can standardize production, and installation process is controllable, can be used in turn, avoid waste of material, fit
It is universal in being widely popularized.
6, the present invention and the column of movable plank house are fixed, and while a netted global anti-wind system is integrally formed, ensure that room
The stability in face.
The above is present pre-ferred embodiments and its technical principle used, and is come for those skilled in the art
It says, without departing from the spirit and scope of the present invention, any equivalent transformation based on the basis of technical solution of the present invention,
Simple replacement etc. obviously changes, and all falls within the protection scope of the present invention.
Claims (8)
1. a kind of spelling pulling type movable plank house roofing global anti-wind system, it is characterised in that: it includes ridge connection component, roofing four
To connection component, vertical supporting component, eaves pressure purlin and force transmitting link, in which:
On Sloping roof formula movable plank house length direction, several ridge connection components are arranged in interplanar distance on ridge；In Sloping roof formula
In movable plank house width direction, each ridge connection component two sides are correspondingly provided with a roofing four-way connection component and a vertical branch
Support component, vertical supporting component are located at eaves, and roofing four-way connection component is located at ridge connection component and vertical supporting component
Between；For each roofing four-way connection component, seen along Sloping roof formula movable plank house width direction, roofing four-way connection component one
Side and its straight an opposite vertical supporting component by force transmitting link drawknot, the roofing four-way connection component other side and its straight
Opposite and oblique opposite ridge connection component passes through force transmitting link drawknot；Along the two neighboring vertical supporting component of eaves setting
Between pass through be set to eaves above eaves press purlin connection；Vertical supporting component is by accepting component and Sloping roof formula movable plank house
Column be fixedly connected；Ridge connection component, roofing four-way connection component and vertical supporting component are made in the drawknot of force transmitting link
A wind resistance reticular structure for preventing roof from starting is formed with the lower roof to Sloping roof formula movable plank house.
2. spelling pulling type movable plank house roofing global anti-wind system as described in claim 1, it is characterised in that:
The ridge connection component includes that two ridges press part, and the connecting end that two ridges press part passes through hinge rotationally
It interconnects, the drawknot end two sides that each ridge presses part are welded with connector, and each ridge presses the drawknot end and its two sides of part
Two connectors be respectively used to be spirally connected with a force transmitting link, in which: the force transmitting link that connector is spirally connected relative to
The force transmitting link inclination that the drawknot end that ridge presses part is spirally connected.
3. spelling pulling type movable plank house roofing global anti-wind system as described in claim 1, it is characterised in that:
The roofing four-way connection component includes that roofing presses part, and the two sides that roofing presses part one end are welded with connector, roofing
The both ends and two connectors for pressing part are respectively used to be spirally connected with a force transmitting link, in which: the biography that connector is spirally connected
Power connecting rod presses the force transmitting link inclination that part both ends are spirally connected relative to roofing.
4. spelling pulling type movable plank house roofing global anti-wind system as described in claim 1, it is characterised in that:
The vertical supporting component includes upper and lower support tube, and in the lower support tube of upper support tube insertion lower section, and upper support tube is logical
Fixed high bolt is crossed to adjust the depth being inserted into lower support tube, the exposed top of upper support tube has been rotatably coupled eaves and has pressed
Part, the two sides that the eaves above eaves press part one end are welded with side connecting plate, and each side connecting plate is used for and a room
Eaves pressure purlin is spirally connected, and lower support tube lower weld has several fixed plates, and each fixed plate is bolted with a connecting piece, and each connecting piece is used
Undertaking component described in Yu Yuyi is spirally connected.
5. spelling pulling type movable plank house roofing global anti-wind system as described in claim 1, it is characterised in that:
The eaves pressure purlin includes pressure purlin bar, and pressure purlin bar both ends are respectively welded connection board.
6. spelling pulling type movable plank house roofing global anti-wind system as described in claim 1, it is characterised in that:
The undertaking component includes horizontal supporting plate, is vertically welded with the plate that is located by connecting above supporting plate, and the plate that is located by connecting is used
It being connect in the vertical supporting component, stiffening plate is vertically welded with below supporting plate, stiffening plate and the plate that is located by connecting are opposite up and down,
Wherein: supporting plate, be located by connecting plate and stiffening plate same side formed for being welded with Sloping roof formula movable plank house column
Cross welding surface.
7. spelling pulling type movable plank house roofing global anti-wind system as described in claim 1, it is characterised in that:
The force transmitting link is that both ends set threaded round bar.
8. the spelling pulling type movable plank house roofing global anti-wind system as described in any one of claims 1 to 7, it is characterised in that:
The roofing four-way connection component in addition to its straight opposite ridge connection component drawknot, also with oblique phase
To, the neighbouring ridge connection component drawknot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910397902.6A CN110005087B (en) | 2019-05-14 | 2019-05-14 | Assembled and drawn movable plank house roof wind-resistant system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910397902.6A CN110005087B (en) | 2019-05-14 | 2019-05-14 | Assembled and drawn movable plank house roof wind-resistant system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110005087A true CN110005087A (en) | 2019-07-12 |
| CN110005087B CN110005087B (en) | 2023-11-28 |
Family
ID=67176825
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910397902.6A Active CN110005087B (en) | 2019-05-14 | 2019-05-14 | Assembled and drawn movable plank house roof wind-resistant system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110005087B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397202A (en) * | 2019-08-07 | 2019-11-01 | 中国人民解放军陆军研究院特种勤务研究所 | A kind of pitched roof mounting structure and installation method |
| CN111561095A (en) * | 2020-07-15 | 2020-08-21 | 中国船舶重工集团国际工程有限公司 | Connecting structure and mounting method of box plate assembly type steel structure building slope roof |
| CN111560800A (en) * | 2020-05-26 | 2020-08-21 | 中铁第六勘察设计院集团有限公司 | Railway station turnout reinforcing device and method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11336242A (en) * | 1998-05-26 | 1999-12-07 | Sekisui House Ltd | Roof truss structure of small roof and execution method thereof |
| JP2007270469A (en) * | 2006-03-30 | 2007-10-18 | Kubota Matsushitadenko Exterior Works Ltd | Wind-resistant clip |
| US20090000211A1 (en) * | 2007-05-18 | 2009-01-01 | Hurricane Harness Corporation | Apparatus and method for securing a roof assembly during a severe wind storm |
| CN204850052U (en) * | 2015-07-15 | 2015-12-09 | 中国建筑第八工程局有限公司 | Outer skeleton is prevent wind to activity board house |
| AU2015261595A1 (en) * | 2014-12-04 | 2016-06-23 | Clifton Development And Designs Pty Ltd | Improvements in the weatherproofing of roofs |
| CN207878688U (en) * | 2018-01-05 | 2018-09-18 | 广东省建筑工程机械施工有限公司 | A kind of construction site board house sets up typhoon protection measure ruggedized construction |
| CN210105014U (en) * | 2019-05-14 | 2020-02-21 | 中铁建工集团有限公司 | Wind-resistant system of combination drawknot formula fly leaf house roof |
-
2019
- 2019-05-14 CN CN201910397902.6A patent/CN110005087B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11336242A (en) * | 1998-05-26 | 1999-12-07 | Sekisui House Ltd | Roof truss structure of small roof and execution method thereof |
| JP2007270469A (en) * | 2006-03-30 | 2007-10-18 | Kubota Matsushitadenko Exterior Works Ltd | Wind-resistant clip |
| US20090000211A1 (en) * | 2007-05-18 | 2009-01-01 | Hurricane Harness Corporation | Apparatus and method for securing a roof assembly during a severe wind storm |
| AU2015261595A1 (en) * | 2014-12-04 | 2016-06-23 | Clifton Development And Designs Pty Ltd | Improvements in the weatherproofing of roofs |
| CN204850052U (en) * | 2015-07-15 | 2015-12-09 | 中国建筑第八工程局有限公司 | Outer skeleton is prevent wind to activity board house |
| CN207878688U (en) * | 2018-01-05 | 2018-09-18 | 广东省建筑工程机械施工有限公司 | A kind of construction site board house sets up typhoon protection measure ruggedized construction |
| CN210105014U (en) * | 2019-05-14 | 2020-02-21 | 中铁建工集团有限公司 | Wind-resistant system of combination drawknot formula fly leaf house roof |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397202A (en) * | 2019-08-07 | 2019-11-01 | 中国人民解放军陆军研究院特种勤务研究所 | A kind of pitched roof mounting structure and installation method |
| CN111560800A (en) * | 2020-05-26 | 2020-08-21 | 中铁第六勘察设计院集团有限公司 | Railway station turnout reinforcing device and method |
| CN111560800B (en) * | 2020-05-26 | 2021-08-13 | 中铁第六勘察设计院集团有限公司 | Railway station turnout strengthening method |
| CN111561095A (en) * | 2020-07-15 | 2020-08-21 | 中国船舶重工集团国际工程有限公司 | Connecting structure and mounting method of box plate assembly type steel structure building slope roof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110005087B (en) | 2023-11-28 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110005087A (en) | Spelling pulling type movable plank house roofing global anti-wind system | |
| CN113374170B (en) | Assembled steel construction multiple slope roofing house | |
| CN202039510U (en) | Skylight with arc steel structure | |
| CN210105014U (en) | Wind-resistant system of combination drawknot formula fly leaf house roof | |
| CN212642116U (en) | Oblique roofing template strutting arrangement | |
| CN207646866U (en) | A kind of intelligent Aseismic Steel Structures workshop | |
| CN210013444U (en) | Closed cantilever scaffold system | |
| CN210194901U (en) | Rotary buckle type connecting joint structure for circular steel pipe column | |
| CN113338439B (en) | Assembled steel construction list slope roofing house | |
| CN213978989U (en) | Novel light assembled lattice beam steel sheet connecting piece | |
| CN219711063U (en) | Roof face side safety device for parapet | |
| CN220666701U (en) | Oblique roofing tile hanging device | |
| CN205792377U (en) | Power station, rock mountain region photovoltaic bracket | |
| CN219910124U (en) | Steel support anti-falling structure | |
| CN217480820U (en) | Oblique roofing template primary and secondary beam connection mounting structure and power transmission component thereof | |
| CN220014251U (en) | Slope roof steel cornices | |
| CN221031051U (en) | Waterproof foundation structure of cooling tower | |
| CN217735014U (en) | Back-to-back direct current converter station valve hall structure in coastal region | |
| CN219952674U (en) | Primary and secondary stupefied bracing system suitable for pitched roof | |
| AU2015100513A4 (en) | Flexible Roof Mounting System for Small Wind Turbine Generators | |
| CN211923510U (en) | Easy-to-assemble and disassemble rectangular steel frame support for cast-in-situ shear wall of shaped assembly type building | |
| CN218061079U (en) | Novel rain-proof drainage roofing | |
| CN217500836U (en) | Flashing mounting node structure of rain shield | |
| CN215166591U (en) | Novel special fastener that faces frontier defense of transformer substation's main building steel construction | |
| CN214784817U (en) | Connecting structure of purline and gable concrete oblique beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |