CN110005087B - Assembled and drawn movable plank house roof wind-resistant system - Google Patents
Assembled and drawn movable plank house roof wind-resistant system Download PDFInfo
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- CN110005087B CN110005087B CN201910397902.6A CN201910397902A CN110005087B CN 110005087 B CN110005087 B CN 110005087B CN 201910397902 A CN201910397902 A CN 201910397902A CN 110005087 B CN110005087 B CN 110005087B
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- 230000005540 biological transmission Effects 0.000 claims abstract description 41
- 238000003825 pressing Methods 0.000 claims abstract description 24
- 230000000712 assembly Effects 0.000 claims abstract description 12
- 238000000429 assembly Methods 0.000 claims abstract description 12
- 230000009471 action Effects 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 6
- 230000008878 coupling Effects 0.000 claims description 2
- 238000010168 coupling process Methods 0.000 claims description 2
- 238000005859 coupling reaction Methods 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims 3
- 125000003003 spiro group Chemical group 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 12
- 230000007306 turnover Effects 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 61
- 239000010959 steel Substances 0.000 description 61
- 238000004519 manufacturing process Methods 0.000 description 6
- 238000007789 sealing Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000011900 installation process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
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- 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
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- 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
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- 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
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- 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
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- 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 wind-resistant system for a combined-spliced movable house roof. And ridge connecting assemblies are arranged on the ridge at intervals in the length direction of the pitched roof type movable plank house. On the width direction of the inclined roof type movable plank house, two sides of each ridge connecting component are correspondingly provided with a roof four-way connecting component and a vertical supporting component. For each roof four-way connecting assembly, one side of the roof four-way connecting assembly is tied with a vertical supporting assembly which is directly opposite to the roof four-way connecting assembly, and the other side is tied with a ridge connecting assembly which is directly opposite to the roof four-way connecting assembly and is obliquely opposite to the roof four-way connecting assembly. Two adjacent vertical support assemblies arranged along the eave are connected through the eave pressing purlin. The vertical supporting component is fixed with the upright post through the bearing component. The ridge connecting assembly, the roof four-way connecting assembly and the vertical supporting assembly form an anti-wind net structure for preventing the roof from being lifted under the action of the drawknot of the force transmission connecting rod, and the anti-wind net structure has good anti-wind effect and can be used in a turnover way.
Description
Technical Field
The invention relates to a combined and spliced movable house roof wind-resistant system, and belongs to the technical field of wind resistance of temporary buildings.
Background
At present, the prefabricated house (also called color steel house) is widely used for temporary building houses on construction sites for office and living use. The building engineering in northeast, north China, northwest and coastal areas is equipped with temporary buildings, and the roofs of the temporary buildings need to take wind-resistant measures to ensure that the roofs are not separated due to overlarge wind force in the using process of the building due to overlarge wind force in the areas.
The wind-resistant modes adopted at present are as follows: on the inclined roof of the movable plank house, a steel pipe grid frame is erected from the ridge to the eave direction at two sides by adopting fasteners, and the proper part of the steel pipe positioned at the eave is reinforced by a steel wire rope and a ground tie by means of a ground anchor. It can be found from practical use that the existing wind-resistant mode has the following defects: firstly, the roof is mainly realized by adopting steel pipes and fasteners, the contact area between the steel pipes and the roof is small, particularly, the round steel pipes are in curved surface contact with the roof, and the roof board is easy to deform under stronger acting force; secondly, the steel pipes are connected by adopting fasteners (buckles), the fastening degree is only determined by the holding degree between the buckles and the steel pipes, and under the condition of heavy wind, frequent vibration of the steel pipes easily causes loosening of the buckles; thirdly, the fixing mode of the steel wire rope and the steel pipe is random, the tensioning degree of the steel wire rope cannot be determined, and the safety is not guaranteed; fourth, the material cannot be recycled, so that the material is wasted; fifthly, the structures such as the steel wire rope, the ground anchor and the like occupy the ground space, prevent pedestrians, vehicles and the like from passing, easily cause collision and influence the wind resistance effect; sixth, the steel pipe grid frame has no standardized regulation, has various shapes, takes time and labor in the construction process, and can not determine whether the wind resistance effect can be really achieved.
Disclosure of Invention
The invention aims to provide a combined and spliced movable plank house roof wind-resistant system which is convenient to install and detach, good in wind-resistant effect, capable of being used in a turnover mode, free of occupied ground space and suitable for movable plank houses of various slope angle roofs.
In order to achieve the above purpose, the present invention adopts the following technical scheme:
the utility model provides a piece together knot formula prefabricated house roofing wind-resistant system, its characterized in that: the roof four-way connecting device comprises a roof ridge connecting assembly, a roof four-way connecting assembly, a vertical supporting assembly, an eave pressing purlin and a force transmission connecting rod, wherein:
a plurality of ridge connecting components are arranged on the ridge at intervals along the length direction of the pitched roof type movable plank house; in the width direction of the pitched roof type movable plank house, two sides of each ridge connecting component are correspondingly provided with a roof four-way connecting component and a vertical supporting component, the vertical supporting component is positioned at the eave, and the roof four-way connecting component is positioned between the ridge connecting component and the vertical supporting component; for each roof four-way connecting assembly, looking along the width direction of the inclined roof movable plank house, a vertical supporting assembly which is directly opposite to one side of the roof four-way connecting assembly is tied through a force transmission connecting rod, and a ridge connecting assembly which is directly opposite to the other side of the roof four-way connecting assembly and is obliquely opposite to the other side of the roof four-way connecting assembly is tied through the force transmission connecting rod; two adjacent vertical support assemblies arranged along the eave are connected through an eave purlin arranged above the eave; the vertical supporting component is fixedly connected with the upright post of the pitched roof type movable plank house through the bearing component; the ridge connecting component, the roof four-way connecting component and the vertical supporting component form an anti-wind net structure for preventing the roof from lifting on the roof of the sloping roof type movable plank house under the drawknot action of the force transmission connecting rod.
The invention has the advantages that:
the movable plank house is convenient to install and detach, controllable in installation process, high in adaptability, good in wind resistance effect, capable of being used in a turnover mode, free of occupied ground space and suitable for various slope angle roofs.
Drawings
FIG. 1 is a schematic diagram of the assembled and drawn prefabricated house roof wind resistant system of the present invention.
Fig. 2 is a schematic view of the construction of a ridge connection assembly.
Fig. 3 is a schematic structural view of a roofing four-way connection assembly.
Fig. 4 is a schematic structural view of the vertical support fixture assembly.
Fig. 5 is a schematic view of the structure of an eave pressure purlin.
Fig. 6 is a schematic view of the structure of the receiving assembly.
FIG. 7 is a schematic illustration of an embodiment of the assembled and drawn prefabricated house roof wind resistant system of the present invention.
Detailed Description
The invention relates to a combined and spliced movable plank house roof wind-resistant system which is particularly suitable for a movable plank house with an inclined roof. The pitched roof type portable house generally comprises a roof formed of two inclined roof panels 70 forming a ridge 71, and a roof side edge is an eave 72 parallel to the ridge 71, and the roof is supported by a light steel structure generally formed of a cross bar (not shown) and a column 80, and a wall panel 90 is mounted on the light steel structure. In the present invention, the prefabricated house is an existing temporary house structure in the art, so the specific structure thereof is not described in detail herein.
As shown in fig. 1 to 7, the assembled and drawn prefabricated house roof wind-resistant system of the present invention comprises a roof ridge connecting assembly 10, a roof four-way connecting assembly 20, a vertical supporting assembly 30, a roof eave pressure purlin 40 and a force transmission connecting rod 50, wherein: a plurality of ridge connecting components 10 are arranged on the ridge 71 at intervals in the length direction of the pitched roof type movable plank house, namely in the length direction of the ridge 71; in the width direction of the pitched roof type movable plank house (the width direction of the pitched roof type movable plank house is vertical to the length direction of the pitched roof type movable plank house in the horizontal plane), two sides of each ridge connecting component 10 are correspondingly provided with a roof four-way connecting component 20 and a vertical supporting component 30, the vertical supporting component 30 is positioned at the eave 72, and the roof four-way connecting component 20 is positioned between the ridge connecting component 10 and the vertical supporting component 30 and positioned on a roof (the middle part of a roof plate 70); for each roof four-way connecting assembly 20, as seen in the width direction of the inclined roof type movable plank house, one side of the roof four-way connecting assembly 20 is directly opposite to the roof four-way connecting assembly by a vertical supporting assembly 30 which is tied through a force transmission connecting rod 50, the other side of the roof four-way connecting assembly 20 is directly opposite to the roof four-way connecting assembly and is obliquely opposite to the roof four-way connecting assembly 10 which is tied through the force transmission connecting rod 50, as shown in fig. 7, the force transmission connecting rod 50 forms a crisscross net shape on the roof plate 70; in the length direction of the pitched roof type movable plank house, two adjacent vertical support assemblies 30 arranged along the eave 72 are connected through the eave purlin 40 arranged above the eave 72; the part of the vertical supporting component 30 extending downwards to the lower part of the eave is fixedly connected with the upright post 80 below the roof of the sloping roof type movable plate house through the bearing component 60; the ridge connecting assembly 10, the roof four-way connecting assembly 20 and the vertical supporting assembly 30 form an anti-wind net structure for preventing the roof from being lifted on the roof of the pitched roof type movable plank house under the drawknot action of the force transmission connecting rod 50.
The roof ridge connecting assembly 10 comprises two roof ridge tighteners 11, the joint ends of the two roof ridge tighteners 11 are rotatably connected with each other through hinges 13, the steel hinges 13 are designed for adaptively adjusting the included angle between the two roof ridge tighteners 11 according to the gradient of the roof ridge 71 so that the roof ridge connecting assembly 10 can be tightly attached to the roof ridge 71, as shown in fig. 2, connecting pieces 12 are welded on two sides of the tie end of each roof ridge tightener 11, the tie end of each roof ridge tightener 11 and the two connecting pieces 12 on two sides are respectively used for screwing with a force transmission connecting rod 50, that is, the tie end of each roof ridge tightener 11 and the two connecting pieces 12 on two sides are respectively used for pulling with a roof four-way connecting assembly 20 through the force transmission connecting rod 50, and the two connecting pieces 12 facing outwards on the roof ridge connecting assembly 10 are not connected with the force transmission connecting rod 50 when the roof ridge connecting assembly 10 is located at the roof ridge end edge 73, wherein: the force transfer link 50 screwed to the connector 12 is inclined with respect to the force transfer link 50 screwed to the tie end of the ridge tightener 11. In the present invention, the ridge connection assembly 10 can be connected in six different directions.
In actual manufacture, as shown in fig. 2, the ridge pressing piece 11 includes a C-shaped channel steel 111, an opening at one end of the C-shaped channel steel 111 is sealed by a steel plate 112 to form a drawknot end, a round hole is formed in the steel plate 112, and the force transmission connecting rod 50 is connected with the steel plate 112 through nuts 14 arranged at two sides of the round hole. The connecting piece 12 comprises a C-shaped channel steel 121, one end of the C-shaped channel steel 121 is cut in a bevel way, the opening of the other end of the C-shaped channel steel 121 is sealed through a steel plate 122, a round hole is formed in the steel plate 122, and the force transmission connecting rod 50 is connected with the steel plate 122 through nuts 14 arranged on two sides of the round hole.
As shown in fig. 3, the roofing four-way connection assembly 20 includes a roofing fastener 21, two sides of one end of the roofing fastener 21 are welded with connecting pieces 22, two ends of the roofing fastener 21 and two connecting pieces 22 are respectively used for screwing with a force transmission connecting rod 50, that is, one end of the roofing fastener 21 is used for being tied with a vertical support assembly 30 through the force transmission connecting rod 50, the other end of the roofing fastener 21 and the connecting pieces 22 on two sides thereof are respectively used for being tied with a ridge connection assembly 10 through the force transmission connecting rod 50, of course, when the roofing four-way connection assembly 20 is located at 73 positions of roofing ends, the outwardly-facing connecting piece 22 on the roofing four-way connection assembly 20 is no longer screwed with the force transmission connecting rod 50, wherein: the force transmission links 50 screwed to the connecting piece 22 are inclined relative to the force transmission links 50 screwed to the two ends of the roof hold-down 21. In the present invention, the roofing four-way connection assembly 20 may be connected in four different directions.
As shown in fig. 3, in actual manufacturing, the roof pressing piece 21 includes a C-shaped channel steel 211, openings at two ends of the C-shaped channel steel 211 are all sealed by a steel plate 212, a round hole is formed in the steel plate 212, and the force transmission connecting rod 50 is connected with the steel plate 212 through nuts 23 arranged at two sides of the round hole. The connecting piece 22 comprises a C-shaped channel steel 221, one end of the C-shaped channel steel 221 is cut in a bevel way, the opening of the other end of the C-shaped channel steel 221 is sealed through a steel plate 222, a round hole is formed in the steel plate 222, and the force transmission connecting rod 50 is connected with the steel plate 222 through nuts 23 arranged on two sides of the round hole.
As shown in fig. 4, the vertical support assembly 30 includes an upper support tube 32 and a lower support tube 31, the upper support tube 32 is inserted into the lower support tube 31 below, and the upper support tube 32 is adjusted to be inserted into the lower support tube 31 by a height fixing bolt 34, in practice, a plurality of positioning holes may be provided at the lower part of the upper support tube 32 and the upper part of the lower support tube 31, respectively, the height fixing bolt 34 penetrates through the positioning holes of the upper support tube 32 and the lower support tube 31 to realize the positioning adjustment between the upper support tube 32 and the lower support tube 31, thereby adjusting the height of the eave pressing member 33 according to the position of the eave 72, as shown in fig. 4, the exposed top of the upper support tube 32 is rotatably connected with the eave pressing member 33 by a bolt 35, two sides of one end of the eave pressing member 33 above the eave 72 are welded with side connecting plates 36, each side connecting plate 36 is used for being screwed with one end of an eave pressing member 40, that is used for being connected with the side connecting plate 36 of the vertical support assembly 30 by eave pressing member 40, of course, when the vertical support assembly 30 is located at the roofing end 73, the eave pressing member 30 is not connected with the side connecting plate 37 of the upper support assembly 30, and each side connecting plate 37 is fixed with the other side connecting plate 37 by the upper support member 30.
Fig. 4 shows a situation in which three coupling members 37 are designed. In the present invention, a plurality of, in particular three, ties 37 are designed to improve the connection between the vertical support assembly 30 and the upright 80, and thus the overall stability of the roof.
In actual manufacturing, as shown in fig. 4, the upper support tube 32 may be welded by two square steel tubes with different calibers, the top end of the upper support tube 32 may be sealed, a small-caliber square steel tube is inserted into the lower support tube 31, and a large-caliber square steel tube is used for mounting the eave pressing piece 33. The lower support tube 31 is made of square steel tube. The eave pressing piece 33 comprises a C-shaped channel steel 331, openings at two ends of the C-shaped channel steel 331 can be sealed by a steel plate 332, a hole enabling a small-caliber square steel pipe to penetrate upwards is formed in the bottom plate of the C-shaped channel steel 331, and steel side connecting plates 36 are welded at two sides of the C-shaped channel steel 331. The connecting piece 37 comprises a square steel pipe 371, two ends of the square steel pipe 371 are respectively welded with sealing plates for port plugging, then steel connecting plates 372 are welded on the sealing plates, the connecting plates 372 at one end of the square steel pipe 371 are used for being in threaded connection with the steel fixing plates 38, and the connecting plates 372 at the other end are used for being in threaded connection with the bearing assembly 60.
As shown in fig. 5, the eave purlin pressing device 40 comprises a purlin pressing rod 41, two ends of the purlin pressing rod 41 are respectively welded with a connecting end plate 42, and the connecting end plates 42 are used for being in threaded connection with the side connecting plates 36 on the vertical support assemblies 30.
In actual manufacture, as shown in fig. 5, the purlin pressing rod 41 comprises a square steel pipe, two ends of the square steel pipe are respectively welded with sealing plates for port blocking, then a connecting end plate 42 is welded on the sealing plates, and the steel connecting end plate 42 is used for being in threaded connection with the side connecting plates 36 of the adjacent vertical support assemblies 30. The eave presses purlin 40 to further stabilize vertical support assembly 30 and to provide an anti-lifting effect on eave 72.
As shown in fig. 6, the bearing assembly 60 includes a horizontal bearing plate 61, a positioning connection plate 63 is vertically welded on the bearing plate 61, the positioning connection plate 63 is used for being screwed with the connector 37 of the vertical supporting assembly 30, a reinforcing plate 62 serving as a reinforcing rib is vertically welded under the bearing plate 61, the reinforcing plate 62 is vertically opposite to the positioning connection plate 63, wherein: the same side edges of the bearing plate 61, the positioning connection plate 63 and the reinforcing plate 62 form a cross welding surface 64 for welding with the upright post 80 of the pitched roof type prefabricated house, and the cross welding surface 64 is designed for improving the connection firmness between the bearing assembly 60 and the upright post 80.
In actual production, as shown in fig. 6, the carrier plate 61, the positioning connection plate 63, and the reinforcing plate 62 are made of steel plates.
Referring to fig. 1 to 6, the force transmission link 50 is a metal round bar (e.g., steel round bar) provided with threads 51 at both ends.
In actual practice, the roofing four-way connection assembly 20 is tied to an diagonally opposite, adjacent ridge connection assembly 10 in addition to a ridge connection assembly 10 directly opposite thereto, where adjacent means closest. This diagonal draw-off allows the force transfer links 50 to form a crisscross network on the roof, improving wind resistance. As shown in fig. 7, the roof four-way connecting assembly 20 is tied with one ridge connecting assembly 10 directly opposite to the roof four-way connecting assembly, and is also tied with two adjacent ridge connecting assemblies 10, and of course, when the roof four-way connecting assembly 20 is positioned at the position of the roof end edge 73, the outwards side of the roof four-way connecting assembly 20 is not obliquely tied with the ridge connecting assemblies 10.
In use, the present invention is assembled in a standardized manner in the field, as will be understood with reference to fig. 1 and 7:
a plurality of ridge connecting assemblies 10 are placed on the ridge 71 at equal intervals, so that the length direction of the ridge connecting assemblies 10 is perpendicular to the length direction of the ridge 71. In the width direction of the pitched roof type portable house, a roof four-way connection assembly 20 is placed on the roof opposite to each ridge connection assembly 10. According to the position of the eave 72, the eave pressing piece 33 is positioned on the eave 72 by adjusting the depth of the upper support tube 32 inserted into the lower support tube 31, and then each connecting piece 37 of each vertical support assembly 30 is fixedly connected with the upright post 80 of the pitched roof type movable plank house through the bearing assembly 60. In the present invention, the random rotation of the eave tightener 33 can be well adapted to the actual slope of the roof.
Two adjacent vertical bracing assemblies 30 are then connected by eave pressure purlin 40. And then the ridge connecting component 10, the roof four-way connecting component 20 and the vertical supporting component 30 which are positioned on the same inclined roof type movable plank house in the width direction are tied through the force transmission connecting rod 50, and the ridge connecting component 10 and the roof four-way connecting component 20 which are obliquely opposite are tied through the force transmission connecting rod 50 to form a cross.
And then the screw connection degree between the force transmission connecting rod 50 and each component is adjusted through the nut, so that the tensioning degree of each force transmission connecting rod 50 is adjusted, and the force transmission connecting rod 50 can realize the pulling effect besides the connection between the components. Thus, the ridge connecting component 10 and the roof four-way connecting component 20 respectively have downward pressing effect on the ridge 71 and the roof, and the ridge connecting component 10, the roof four-way connecting component 20 and the vertical supporting component 30 together with the force transmission connecting rod 50 above the roof and the eave purlin 40 above the eave 72 realize tight fitting effect between the whole roof and the roof, thereby having anti-lifting effect on the whole roof, achieving good wind resistance effect and occupying no ground space.
The invention has the advantages that:
1. the movable plank house is convenient to assemble and disassemble, has strong adaptability, can be flexibly adjusted according to the size of the roof board, the inclined gradient and the like, realizes standardized assembly, saves time and labor, and is suitable for movable plank houses of various slope angle roofs.
2. The invention is firm, the tensioning degree of the force transmission connecting rod can be determined, the roof board can be compacted, the wind resistance effect is good, and the safety is ensured.
3. The components of the invention are in surface contact with the roof, so that the contact area with the roof is increased, and the problem of deformation of the roof board is effectively avoided.
4. The invention is not influenced by the number of floors and the span of houses, does not occupy the ground space, is not influenced by the surrounding topography of houses, does not influence the comfort level of houses in use, and has good appearance.
5. The invention has the advantages of standardized manufacturing of each component, controllable installation process, turnover use, material waste avoidance and wide popularization.
6. The invention is fixed with the upright post of the movable plank house, and a net-shaped wind-resistant system is integrally formed, and meanwhile, the stability of the roof is ensured.
The foregoing is a description of the preferred embodiments of the present invention and the technical principles applied thereto, and it will be apparent to those skilled in the art that any modifications, equivalent changes, simple substitutions and the like based on the technical scheme of the present invention can be made without departing from the spirit and scope of the present invention.
Claims (8)
1. The utility model provides a piece together knot formula prefabricated house roofing wind-resistant system, its characterized in that: the roof four-way connecting device comprises a roof ridge connecting assembly, a roof four-way connecting assembly, a vertical supporting assembly, an eave pressing purlin and a force transmission connecting rod, wherein:
a plurality of ridge connecting components are arranged on the ridge at intervals along the length direction of the pitched roof type movable plank house; in the width direction of the pitched roof type movable plank house, two sides of each ridge connecting component are correspondingly provided with a roof four-way connecting component and a vertical supporting component, the vertical supporting component is positioned at the eave, and the roof four-way connecting component is positioned between the ridge connecting component and the vertical supporting component; for each roof four-way connecting assembly, looking along the width direction of the inclined roof movable plank house, a vertical supporting assembly which is directly opposite to one side of the roof four-way connecting assembly is tied through a force transmission connecting rod, and a ridge connecting assembly which is directly opposite to the other side of the roof four-way connecting assembly and is obliquely opposite to the other side of the roof four-way connecting assembly is tied through the force transmission connecting rod; two adjacent vertical support assemblies arranged along the eave are connected through an eave purlin arranged above the eave; the vertical supporting component is fixedly connected with the upright post of the pitched roof type movable plank house through the bearing component; the ridge connecting component, the roof four-way connecting component and the vertical supporting component form an anti-wind net structure for preventing the roof from lifting on the roof of the sloping roof type movable plank house under the drawknot action of the force transmission connecting rod.
2. The modular, pull-tab prefabricated house roofing wind-resistant system of claim 1, wherein:
the ridge connecting assembly comprises two ridge tightening pieces, the connecting ends of the two ridge tightening pieces are rotatably connected with each other through hinges, connecting pieces are welded on two sides of the drawknot end of each ridge tightening piece, and the drawknot end of each ridge tightening piece and the two connecting pieces on two sides of each ridge tightening piece are respectively used for being in threaded connection with one force transmission connecting rod, wherein: the force transmission connecting rod in threaded connection with the connecting piece inclines relative to the force transmission connecting rod in threaded connection with the drawknot end of the ridge pressing piece.
3. The modular, pull-tab prefabricated house roofing wind-resistant system of claim 1, wherein:
the four-way coupling assembling of roofing includes roofing tight casting die, and the both sides welding of roofing tight casting die one end has the connecting piece, roofing tight casting die's both ends and two connecting pieces are used for respectively with one the power connecting rod spiro union, wherein: the force transmission connecting rod which is in threaded connection with the connecting piece inclines relative to the force transmission connecting rod which is in threaded connection with the two ends of the roof compacting piece.
4. The modular, pull-tab prefabricated house roofing wind-resistant system of claim 1, wherein:
the vertical supporting assembly comprises an upper supporting tube and a lower supporting tube, the upper supporting tube is inserted into the lower supporting tube below, the upper supporting tube is used for adjusting the depth of the lower supporting tube through a fixed-height bolt, the exposed top of the upper supporting tube is rotatably connected with an eave tightening piece, two sides of one end of the eave tightening piece above the eave are welded with side connecting plates, each side connecting plate is used for being in threaded connection with one eave pressing purlin, a plurality of fixing plates are welded at the lower part of the lower supporting tube, each fixing plate is in threaded connection with a connecting piece, and each connecting piece is used for being in threaded connection with one bearing assembly.
5. The modular, pull-tab prefabricated house roofing wind-resistant system of claim 1, wherein:
the eave purlin pressing comprises a purlin pressing rod, and connecting end plates are welded at two ends of the purlin pressing rod respectively.
6. The modular, pull-tab prefabricated house roofing wind-resistant system of claim 1, wherein:
the bearing assembly comprises a horizontal bearing plate, a positioning connecting plate is vertically welded on the bearing plate and used for being connected with the vertical supporting assembly, a reinforcing plate is vertically welded below the bearing plate, and the reinforcing plate is vertically opposite to the positioning connecting plate, wherein: the same side edges of the bearing plate, the positioning connecting plate and the reinforcing plate form a cross welding surface for welding with the upright post of the pitched roof type movable plank house.
7. The modular, pull-tab prefabricated house roofing wind-resistant system of claim 1, wherein:
the force transmission connecting rod is a round rod with threads at two ends.
8. A modular pull-tab prefabricated house roofing wind-resistant system according to any one of claims 1 to 7, wherein:
the roof four-way connecting component is also tied with the ridge connecting component which is obliquely opposite and adjacent besides the ridge connecting component which is directly opposite to the roof four-way connecting component.
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 CN110005087A (en) | 2019-07-12 |
| CN110005087B true CN110005087B (en) | 2023-11-28 |
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| 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 |
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| 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 |
| 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 |
| CN111561095B (en) * | 2020-07-15 | 2020-10-16 | 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 |
Citations (6)
| 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 |
| 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 |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7805891B2 (en) * | 2007-05-18 | 2010-10-05 | Hurricane Harness Corporation | Apparatus and method for securing a roof assembly during a severe wind storm |
-
2019
- 2019-05-14 CN CN201910397902.6A patent/CN110005087B/en active Active
Patent Citations (6)
| 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 |
| 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 |
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| CN110005087A (en) | 2019-07-12 |
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