CN210105014U - Wind-resistant system of combination drawknot formula fly leaf house roof - Google Patents
Wind-resistant system of combination drawknot formula fly leaf house roof Download PDFInfo
- Publication number
- CN210105014U CN210105014U CN201920687227.6U CN201920687227U CN210105014U CN 210105014 U CN210105014 U CN 210105014U CN 201920687227 U CN201920687227 U CN 201920687227U CN 210105014 U CN210105014 U CN 210105014U
- Authority
- CN
- China
- Prior art keywords
- roof
- ridge
- assembly
- connecting assembly
- wind
- 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.)
- Withdrawn - After Issue
Links
- 230000005540 biological transmission Effects 0.000 claims abstract description 32
- 238000003825 pressing Methods 0.000 claims abstract description 26
- 230000000712 assembly Effects 0.000 claims abstract description 22
- 238000000429 assembly Methods 0.000 claims abstract description 22
- 230000008878 coupling Effects 0.000 claims description 13
- 238000010168 coupling process Methods 0.000 claims description 13
- 238000005859 coupling reaction Methods 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 7
- 238000005266 casting Methods 0.000 claims description 6
- 230000009471 action Effects 0.000 claims description 3
- 125000003003 spiro group Chemical group 0.000 claims 4
- 230000000694 effects Effects 0.000 abstract description 13
- 230000007306 turnover Effects 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 61
- 239000010959 steel Substances 0.000 description 61
- 238000007789 sealing Methods 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Images
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The utility model discloses a group's concatenation formula fly leaf house roof anti-wind system. In the length direction of the inclined roof type movable plate house, roof ridge connecting components are arranged on the roof ridge at intervals. On the width direction of the inclined roof type movable plate house, roof four-way connecting assemblies and vertical supporting assemblies are correspondingly arranged on two sides of each ridge connecting assembly. For each roof four-way connecting assembly, one side of the roof four-way connecting assembly is tied with a vertical supporting assembly directly opposite to the roof four-way connecting assembly, and the other side of the roof four-way connecting assembly is tied with a ridge connecting assembly directly opposite to the roof four-way connecting assembly and obliquely opposite to the roof four-way connecting assembly when viewed along the width direction of the inclined roof type movable plate house. Two adjacent vertical supporting assemblies arranged along the eave are connected through an 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 a wind-resistant net structure for preventing the roof from being lifted under the pulling effect of the force transmission connecting rod on the roof of the inclined roof type movable plate house, and the wind-resistant net structure is good in wind-resistant effect and can be used in a turnover mode.
Description
Technical Field
The utility model relates to a combination drawknot formula fly leaf house roofing anti-wind system belongs to and faces building house anti-wind technical field.
Background
At present, portable house (also called color steel house) has been widely used in temporary house in construction site for office and living. The temporary building houses equipped in the building engineering of northeast, northwest and coastal areas need to take wind-resistant measures to ensure that the roofs of the temporary building houses cannot be separated from the roofs due to overlarge wind power in the using process because the wind power of the temporary building houses is overlarge in the areas.
The wind resistance mode commonly adopted at present is as follows: on the inclined roof of the movable plate house, a steel pipe network framework is erected by adopting fasteners from the ridge to the eave directions at two sides, and the proper part of the steel pipe at the eave is reinforced by the ground anchor through a steel wire rope. In practical use, the existing wind resisting mode has the following defects: firstly, the roof plate is mainly realized by 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 plate is easy to deform under a strong acting force; secondly, the steel pipes are connected by fasteners (buckles), the fastening degree is only determined by the holding degree between the buckles and the steel pipes, and the buckles are easy to loosen due to frequent vibration of the steel pipes under the condition of strong wind; thirdly, the steel wire rope and the steel pipe are fixed in a random mode, the tensioning degree of the steel wire rope cannot be determined, and the safety is not guaranteed; fourthly, the material cannot be recycled, so that the material waste is caused; fifthly, the steel wire rope, the ground anchor and other structures occupy the ground space, so that the passing of pedestrians, vehicles and the like is hindered, the collision is easily caused, and the wind-resistant effect is influenced; sixthly, the steel pipe grid frame has no standardized regulation, and the shape is different, and the process of putting up wastes time and energy, and can't confirm whether can really reach the anti-wind effect.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a spelling drawknot formula fly leaf house roofing anti-wind system, it is convenient that its installation is dismantled, and the anti-wind is effectual, can have enough to meet the need the use, does not occupy the ground space, is applicable to the fly leaf house of various slope angle roofing.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a group's concatenation drawknot formula fly leaf roofing anti-wind system which characterized in that: it includes ridge coupling assembling, roofing quadriversal coupling assembling, vertical support assembly, eaves pressure purlin and biography power connecting rod, wherein:
in the length direction of the inclined roof type movable plate house, a plurality of ridge connecting components are arranged on the ridge at intervals; in the width direction of the inclined roof type movable plate house, a roof four-way connecting assembly and a vertical supporting assembly are correspondingly arranged on two sides of each ridge connecting assembly, the vertical supporting assemblies are positioned at eaves, and the roof four-way connecting assemblies are positioned between the ridge connecting assemblies and the vertical supporting assemblies; for each roof four-way connecting assembly, when viewed along the width direction of the inclined roof type movable plate house, 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 through a force transmission connecting rod, and the other side of the roof four-way connecting assembly 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 through a force transmission connecting rod; two adjacent vertical supporting assemblies arranged along the eave are connected through an eave pressing purlin arranged above the eave; the vertical supporting assembly is fixedly connected with an upright post of the inclined roof type movable plank house through the bearing assembly; the ridge connecting assembly, the roof four-way connecting assembly and the vertical supporting assembly form a wind-resistant net structure for preventing the roof from being lifted to the roof of the inclined roof type movable plate house under the pulling action of the force transmission connecting rod.
The utility model has the advantages that:
the utility model discloses it is convenient that the installation is dismantled, and the installation is controllable, strong adaptability, and the anti-wind is effectual, can have enough to meet the need the use, does not occupy the ground space, is applicable to the portable house of various slope angle roofing.
Drawings
Fig. 1 is a schematic view of the wind-resistant system of the assembled and pulled movable plate house roof of the present invention.
Fig. 2 is a schematic structural view of a ridge connecting assembly.
Fig. 3 is a structural schematic diagram of the roof four-way connecting assembly.
Fig. 4 is a schematic structural view of the vertical support fixing assembly.
Fig. 5 is a schematic structural diagram of an eave pressing purlin.
Fig. 6 is a schematic structural view of the receiving assembly.
Fig. 7 is a schematic view illustrating the wind-resistant system of the assembled and pulled movable plate house roof according to the present invention.
Detailed Description
The utility model discloses the anti-wind system specially adapted of spelling drawknot formula fly leaf house roofing activity board house. The pitched roof type portable house generally comprises a roof, wherein the roof is formed by two inclined roof panels 70 to form a ridge 71, the edge of the roof side is an eave 72 parallel to the ridge 71, the roof is supported by a light steel structure, the light steel structure is generally composed of cross bars (not shown) and upright posts 80, and wall panels 90 are installed on the light steel structure. In the present invention, the prefabricated house is an existing temporary house structure in the field, and thus the specific structure thereof is not described in detail herein.
As shown in fig. 1 to 7, the utility model discloses the anti-wind system of spelling drawknot formula movable plate roof includes ridge coupling assembling 10, roofing quadriversal coupling assembling 20, vertical support component 30, eaves pressure purlin 40 and biography power connecting rod 50, wherein: in the length direction of the inclined roof type movable plate house, namely the length direction of the ridge 71, a plurality of ridge connecting assemblies 10 are arranged on the ridge 71 at intervals; in the width direction of the inclined roof type movable plate house (the width direction of the inclined roof type movable plate house is vertical to the length direction of the inclined roof type movable plate house in a horizontal plane), a roof four-way connecting assembly 20 and a vertical supporting assembly 30 are correspondingly arranged on two sides of each ridge connecting assembly 10, the vertical supporting assembly 30 is positioned at an eave 72, and the roof four-way connecting assembly 20 is positioned between the ridge connecting assembly 10 and the vertical supporting assembly 30 and positioned on a roof (the middle part of a roof plate 70); for each roof four-way connecting assembly 20, when viewed in the width direction of the inclined roof movable plate house, one side of the roof four-way connecting assembly 20 is tied with a vertical supporting assembly 30 which is directly opposite to the roof four-way connecting assembly 20 through a force transmission connecting rod 50, and the other side of the roof four-way connecting assembly 20 is tied with a ridge connecting assembly 10 which is directly opposite to the roof four-way connecting assembly and is obliquely opposite to the roof four-way connecting assembly through a force transmission connecting rod 50, as shown in fig. 7, the force transmission connecting rods 50 form a crisscross net on a; in the length direction of the inclined roof type movable plate house, the parts, above the eave, of the two adjacent vertical supporting assemblies 30 arranged along the eave 72 are connected through an eave pressing 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 inclined roof type movable plate house roof through the bearing component 60; the ridge connecting assembly 10, the roof four-way connecting assembly 20 and the vertical supporting assembly 30 form a wind-resistant net structure for preventing the roof from being lifted to the roof of the inclined roof type movable plate house under the pulling action of the force transmission connecting rod 50.
Referring to fig. 2, the ridge connecting assembly 10 includes two ridge fastening components 11, the connecting ends of the two ridge fastening components 11 are rotatably connected with each other through hinges 13, and the steel hinges 13 are designed such that the included angle between the two ridge fastening components 11 is adaptively self-adjusted according to the slope of the ridge 71, so that the ridge connecting assembly 10 can be tightly attached to the ridge 71, as shown in fig. 2, connecting members 12 are welded to both sides of the fastening end of each ridge fastening component 11, and the fastening end of each ridge fastening component 11 and the two connecting members 12 on both sides thereof are respectively used for being screwed with a force transmission connecting rod 50, that is, the fastening end of each ridge fastening component 11 and the two connecting members 12 on both sides thereof are respectively used for being fastened with a roof four-way connecting assembly 20 through the force transmission connecting rod 50, of course, when the ridge connecting assembly 10 is located along the position 73, the two connecting members 12 on the roof connecting assembly 10 are no longer screwed with the force transmission connecting rod 50, wherein: the force transfer link 50 threaded on the connector 12 is inclined with respect to the force transfer link 50 threaded on the pull end of the ridge compression member 11. In the present invention, the ridge connecting assembly 10 can be connected in six different directions.
As shown in fig. 2, in actual manufacturing, the ridge pressing member 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 tie end, a circular 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 disposed at two sides of the circular hole. The connecting piece 12 comprises a C-shaped channel steel 121, one end of the C-shaped channel steel 121 is subjected to bevel cutting, an opening at the other end is sealed by 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 roof four-way connecting assembly 20 includes a roof pressing member 21, two connecting members 22 are welded on two sides of one end of the roof pressing member 21, two ends of the roof pressing member 21 and two connecting members 22 are respectively used for being screwed with a force transmission connecting rod 50, that is, one end of the roof pressing member 21 is used for being tied with a vertical supporting assembly 30 through the force transmission connecting rod 50, the other end of the roof pressing member 21 and the connecting members 22 on two sides thereof are respectively used for being tied with a ridge connecting assembly 10 through the force transmission connecting rod 50, of course, when the roof four-way connecting assembly 20 is located at a position 73 on the roof end, the outward connecting member 22 on the roof four-way connecting assembly 20 is not screwed with the force transmission connecting rod 50, wherein: the force transfer links 50 threaded on the connector 22 are angled relative to the force transfer links 50 threaded on both ends of the roof press 21. The utility model discloses in, roofing quadriversal coupling assembling 20 can realize connecting in four not equidirectional.
As shown in fig. 3, in actual manufacturing, the roof pressing member 21 includes a C-shaped channel steel 211, openings at both ends of the C-shaped channel steel 211 are sealed by steel plates 212, circular holes are formed in the steel plates 212, and the force transmission connecting rod 50 is connected to the steel plates 212 through nuts 23 arranged at both sides of the circular holes. The connecting piece 22 comprises a C-shaped channel steel 221, one end of the C-shaped channel steel 221 is cut into an oblique opening, the opening at the other end of the C-shaped channel steel 221 is sealed by 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 supporting assembly 30 includes upper and lower supporting tubes 32, 31, the upper supporting tube 32 is inserted into the lower supporting tube 31 below, and the upper supporting tube 32 is inserted into the lower supporting tube 31 with a depth adjusted by a height bolt 34, in practice, a plurality of positioning holes can be respectively arranged on the lower part of the upper supporting tube 32 and the upper part of the lower supporting tube 31, the height bolt 34 penetrates through the upper supporting tube 32 and the positioning holes on the lower supporting tube 31 to realize the positioning adjustment between the upper supporting tube 32 and the lower supporting tube 31, so as to adjust the height of the eave hold-down piece 33 according to the position of the eave 72, as shown in fig. 4, the exposed top of the upper supporting tube 32 is rotatably connected with the eave hold-down piece 33 by a bolt 35, side connecting plates 36 are welded on both sides of one end of the eave hold-down piece 33 above the eave 72, each side connecting plate 36 is used for being screwed with one end of an eave hold-down piece 40, that is, the side connecting plate 36 The side connecting plates 36 are connected, of course, when the vertical supporting assembly 30 is located at the position of the roof edge 73, the outward side connecting plate 36 on the vertical supporting assembly 30 is no longer screwed with the eave pressing purlin 40, as shown in fig. 4, the lower part of the lower supporting pipe 31 is welded with a plurality of fixing plates 38, each fixing plate 38 is screwed with a connecting piece 37, and each connecting piece 37 is used for being screwed with an accepting assembly 60.
Fig. 4 shows a design with three links 37. The utility model discloses in, the design has a plurality ofly, especially three connecting piece 37's aim at, improves the fastness of connection between vertical supporting component 30 and the stand 80 to improve the overall stability of roofing.
In actual manufacturing, as shown in fig. 4, the upper supporting tube 32 may be made by welding two square steel tubes with different diameters, the top end of the upper supporting tube 32 may be sealed, the small diameter square steel tube is used to insert the lower supporting tube 31, and the large diameter square steel tube is used to install the eave pressing member 33. The lower support pipe 31 is made of a square steel pipe. 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 through steel plates 332, a hole enabling a small-diameter square steel pipe to penetrate out upwards is formed in a groove 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 tube 371, both ends of the square steel tube 371 are respectively welded with sealing plates for port sealing, then steel connecting plates 372 are welded on the sealing plates, the connecting plate 372 at one end of the square steel tube 371 is used for being in threaded connection with the steel fixing plate 38, and the connecting plate 372 at the other end is used for being in threaded connection with the bearing component 60.
As shown in fig. 5, the eave purlin pressing 40 includes purlin pressing rods 41, connecting end plates 42 are welded to two ends of each purlin pressing rod 41, and the connecting end plates 42 are used for being screwed with the side connecting plates 36 on the vertical support assemblies 30.
As shown in fig. 5, in actual manufacturing, the purlin pressing rod 41 includes a square steel tube, two ends of the square steel tube are respectively welded with a sealing plate for sealing the end openings, and then a connecting end plate 42 is welded on the sealing plate, and the steel connecting end plate 42 is used for being screwed with the side connecting plate 36 of the adjacent vertical support assembly 30. The effect of the eave purlin 40 is to further stabilize the vertical support assembly 30 and to act against lifting of the eave 72.
As shown in fig. 6, the receiving assembly 60 includes a horizontal supporting plate 61, a positioning connecting plate 63 is vertically welded on the supporting plate 61, the positioning connecting plate 63 is used for being screwed with the connecting piece 37 of the vertical supporting assembly 30, a reinforcing plate 62 functioning as a reinforcing rib is vertically welded on the lower side of the supporting plate 61, and the reinforcing plate 62 is vertically opposite to the positioning connecting plate 63, wherein: supporting plate 61, location connecting plate 63 and reinforcing plate 62 form with the same side be used for with oblique roofing formula activity board house stand 80 welded cross welded surface 64, and the design of cross welded surface 64 aims at, improves and accepts the fastness of being connected between subassembly 60 and the stand 80.
As shown in fig. 6, in actual fabrication, the support plate 61, the positioning connection plate 63, and the reinforcing plate 62 are made of steel plates.
As shown in fig. 1-6, the force transfer link 50 is a metal rod (e.g., a steel rod) with threads 51 at both ends.
In practice, the roof four-way connecting assembly 20 is tied to an obliquely opposite, adjacent ridge connecting assembly 10 in addition to a ridge connecting assembly 10 directly opposite to the roof four-way connecting assembly, where adjacent is the closest. The diagonal tie-up enables the force-transmitting connecting rods 50 to form a crisscross net on the roof, and improves the wind resistance. As shown in fig. 7, the roof four-way connecting assembly 20 is tied to one ridge connecting assembly 10 directly opposite to the roof four-way connecting assembly 20, and also tied to two adjacent ridge connecting assemblies 10, of course, when the roof four-way connecting assembly 20 is located at the position of the roof end edge 73, the outward side of the roof four-way connecting assembly 20 is not tied to the ridge connecting assembly 10 in an oblique manner.
During the use, the standardized spelling in scene the utility model discloses, refer to fig. 1 and fig. 7 and understand:
a plurality of ridge connecting assemblies 10 are arranged on the ridge 71 at equal intervals, and the length direction of the ridge connecting assemblies 10 is perpendicular to the length direction of the ridge 71. The four-way roof connecting assemblies 20 are arranged on the roof opposite to the ridge connecting assemblies 10 in the width direction of the inclined roof type movable plate house. 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 supporting pipe 32 inserted into the lower supporting pipe 31, and then each connecting piece 37 of each vertical supporting assembly 30 is fixedly connected with the upright column 80 of the inclined roof type prefabricated house through the bearing assembly 60. The utility model discloses in, the actual slope on roof can be adapted well in the random rotation of the tight casting die 33 of eave.
And then two adjacent vertical support assemblies 30 are connected by an eave pressing purlin 40. Then, the force transmission connecting rod 50 is used for pulling and connecting the ridge connecting assembly 10, the roof four-way connecting assembly 20 and the vertical supporting assembly 30 which are positioned on the same inclined roof type movable plate house in the width direction, and the force transmission connecting rod 50 is used for pulling and connecting the obliquely opposite ridge connecting assembly 10 and the roof four-way connecting assembly 20 to form a cross shape.
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 generate a pulling effect besides realizing connection between the components. Then, ridge coupling assembling 10, roofing quadriversal coupling assembling 20 produce the effect that compresses tightly downwards to ridge 71, roofing respectively, and ridge coupling assembling 10, roofing quadriversal coupling assembling 20, vertical support assembly 30 make together with the eaves pressure purlin 40 of the biography power connecting rod 50 of roofing top, eaves 72 top the utility model discloses realize the effect of closely laminating between whole and the roof to play the effect of preventing lifting whole roof, reached good anti-wind effect, and do not occupy the ground space.
The utility model has the advantages that:
1. the utility model discloses it is convenient to assemble, dismantle, and strong adaptability can be according to nimble adjustments such as roofing board size, slope, has realized standardized equipment, and labour saving and time saving is applicable to the portable house of various slope angle roofing.
2. The utility model discloses it is solid firm, pass power connecting rod tensioning degree can confirm, can ensure that the roof boarding is by the compaction, and anti-wind is effectual, and the security is guaranteed.
3. The utility model discloses each subassembly is the face contact with the roof, has increased the area of contact with the roof, has effectively avoided the roof boarding to take place the problem of warping.
4. The utility model discloses do not receive the house number of piles and the influence of house span, do not occupy the ground space, do not receive the peripheral topography in house to influence, do not influence house use comfort, the outward appearance is felt well.
5. The utility model discloses each subassembly can standardize the preparation, and the installation is controllable, can have enough to meet the need the use, has avoided the material extravagant, is suitable for extensive popularization.
6. The utility model discloses fixed with the stand of activity board house, when whole formation a netted anti-wind system, guaranteed the stability of roofing.
The above description is the preferred embodiment of the present invention and the technical principle applied by the preferred embodiment, and for those skilled in the art, without departing from the spirit and scope of the present invention, any obvious changes based on the equivalent transformation, simple replacement, etc. of the technical solution of the present invention all belong to the protection scope of the present invention.
Claims (8)
1. The utility model provides a group's concatenation drawknot formula fly leaf roofing anti-wind system which characterized in that: it includes ridge coupling assembling, roofing quadriversal coupling assembling, vertical support assembly, eaves pressure purlin and biography power connecting rod, wherein:
in the length direction of the inclined roof type movable plate house, a plurality of ridge connecting components are arranged on the ridge at intervals; in the width direction of the inclined roof type movable plate house, a roof four-way connecting assembly and a vertical supporting assembly are correspondingly arranged on two sides of each ridge connecting assembly, the vertical supporting assemblies are positioned at eaves, and the roof four-way connecting assemblies are positioned between the ridge connecting assemblies and the vertical supporting assemblies; for each roof four-way connecting assembly, when viewed along the width direction of the inclined roof type movable plate house, 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 through a force transmission connecting rod, and the other side of the roof four-way connecting assembly 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 through a force transmission connecting rod; two adjacent vertical supporting assemblies arranged along the eave are connected through an eave pressing purlin arranged above the eave; the vertical supporting assembly is fixedly connected with an upright post of the inclined roof type movable plank house through the bearing assembly; the ridge connecting assembly, the roof four-way connecting assembly and the vertical supporting assembly form a wind-resistant net structure for preventing the roof from being lifted to the roof of the inclined roof type movable plate house under the pulling action of the force transmission connecting rod.
2. The assembled and pulled type movable plate roof wind-resistant system of claim 1, wherein:
ridge coupling assembling includes two ridge pressure parts, and the joint end of two ridge pressure parts rotationally interconnects through the hinge, and the drawknot end both sides welding of each ridge pressure part has the connecting piece, the drawknot end of every ridge pressure part and two connecting pieces of its both sides be used for respectively with one pass power connecting rod spiro union, wherein: the force transmission connecting rod screwed with the connecting piece is inclined relative to the force transmission connecting rod screwed with the pulling end of the ridge pressing piece.
3. The assembled and pulled type movable plate roof wind-resistant system of claim 1, wherein:
roofing quadriversal coupling assembling includes the tight casting die of roofing, and the both sides welding of the tight casting die of roofing one end has the connecting piece, the both ends of the tight casting die of roofing and two connecting pieces be used for respectively with one pass power connecting rod spiro union, wherein: the force transmission connecting rod screwed with the connecting piece is inclined relative to the force transmission connecting rods screwed with the two ends of the roof pressing piece.
4. The assembled and pulled type movable plate roof wind-resistant system of claim 1, wherein:
vertical supporting component includes upper and lower stay tube, goes up the stay tube and inserts in the lower stay tube of below, and goes up the stay tube and adjust the degree of depth that inserts in the lower stay tube through deciding high bolt, goes up the exposed top of stay tube and rotationally is connected with the tight casting die of eave, and the both sides welding of the tight casting die one end of eave that is located the eave top has the side connecting plate, each side connecting plate be used for with one the purlin spiro union is pressed to the eave, and the welding of lower stay tube lower part has a plurality of fixed plates, and every fixed plate spiro union has a connecting piece, every connecting piece be used for with one accept.
5. The assembled and pulled type movable plate roof wind-resistant system of claim 1, wherein:
the eave pressing purlin comprises a pressing purlin rod, and connecting end plates are welded at two ends of the pressing purlin rod respectively.
6. The assembled and pulled type movable plate roof wind-resistant system of claim 1, wherein:
the bearing component comprises a horizontal bearing plate, a positioning connecting plate is vertically welded on the bearing plate, the positioning connecting plate is used for being connected with the vertical supporting component, 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 of the bearing plate, the positioning connecting plate and the reinforcing plate forms a cross-shaped welding surface used for welding with the inclined roof type movable plank house upright post.
7. The assembled and pulled type movable plate roof wind-resistant system of claim 1, wherein:
the force transmission connecting rod is a round rod with threads at two ends.
8. The wind-resistant system of the sectional and pull-type movable floor roof as claimed in any one of claims 1 to 7, wherein:
the roof four-way connecting assembly is in tension connection with the obliquely opposite and adjacent ridge connecting assembly besides the ridge connecting assembly directly opposite to the roof four-way connecting assembly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920687227.6U CN210105014U (en) | 2019-05-14 | 2019-05-14 | Wind-resistant system of combination drawknot formula fly leaf house roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920687227.6U CN210105014U (en) | 2019-05-14 | 2019-05-14 | Wind-resistant system of combination drawknot formula fly leaf house roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210105014U true CN210105014U (en) | 2020-02-21 |
Family
ID=69540027
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920687227.6U Withdrawn - After Issue CN210105014U (en) | 2019-05-14 | 2019-05-14 | Wind-resistant system of combination drawknot formula fly leaf house roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210105014U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110005087A (en) * | 2019-05-14 | 2019-07-12 | 中铁建工集团有限公司 | Spelling pulling type movable plank house roofing global anti-wind system |
| CN115387630A (en) * | 2022-05-31 | 2022-11-25 | 广州理工学院 | Windproof reinforcing method and device for color steel roof |
-
2019
- 2019-05-14 CN CN201920687227.6U patent/CN210105014U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110005087A (en) * | 2019-05-14 | 2019-07-12 | 中铁建工集团有限公司 | Spelling pulling type movable plank house roofing global anti-wind system |
| CN110005087B (en) * | 2019-05-14 | 2023-11-28 | 中铁建工集团有限公司 | Assembled and drawn movable plank house roof wind-resistant system |
| CN115387630A (en) * | 2022-05-31 | 2022-11-25 | 广州理工学院 | Windproof reinforcing method and device for color steel roof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110005087B (en) | Assembled and drawn movable plank house roof wind-resistant system | |
| CN109779015A (en) | A kind of assembling type steel structure integrates green building and its design mounting process | |
| CN210105014U (en) | Wind-resistant system of combination drawknot formula fly leaf house roof | |
| JP6034951B2 (en) | Building systems that provide structural integrity and seismic capacity | |
| CN209760968U (en) | Integrated louver-shaped fence | |
| CN204850052U (en) | Outer skeleton is prevent wind to activity board house | |
| CN212295806U (en) | Assembled big-arch shelter | |
| CN210013444U (en) | Closed cantilever scaffold system | |
| DE102008008923A1 (en) | Easily manageable frame for roof structures on flat roofs and inclined flat roofs | |
| CN209958809U (en) | Protective shed of box-type movable board house | |
| CN210636873U (en) | Safe detachable steel construction building factory building | |
| CN209976088U (en) | Assembled protection canopy | |
| CN111519949A (en) | Convenient ann tears assembled steel construction reinforcing bar processing protection canopy open | |
| CN217735014U (en) | Back-to-back direct current converter station valve hall structure in coastal region | |
| CN216740025U (en) | High-stability portal steel frame | |
| CN220928380U (en) | Steel construction ventilation dormer | |
| CN220686824U (en) | Large-span temporary-building board house anti-smashing protective shed | |
| CN216041704U (en) | Steel construction brace mechanism | |
| CN219622076U (en) | Roof quick-release structure and photovoltaic greenhouse with same | |
| CN219281375U (en) | Assembled photovoltaic sunshine canopy | |
| CN220100172U (en) | Assembled multi-layer steel structure factory building frame | |
| CN218715464U (en) | Prefabricated house unit of assembled composite building with terrace | |
| CN216516159U (en) | Peripheral revetment body braced system of fast-assembling | |
| CN219386927U (en) | Large cantilever steel frame canopy for arc-shaped building | |
| CN218092178U (en) | But escape way steel construction protection canopy that fast ann was dismantled |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20200221 Effective date of abandoning: 20231128 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20200221 Effective date of abandoning: 20231128 |