CN115233911B - Wind-proof roofing system of taking off in strong wind area - Google Patents

Wind-proof roofing system of taking off in strong wind area Download PDF

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Publication number
CN115233911B
CN115233911B CN202211034812.9A CN202211034812A CN115233911B CN 115233911 B CN115233911 B CN 115233911B CN 202211034812 A CN202211034812 A CN 202211034812A CN 115233911 B CN115233911 B CN 115233911B
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CN
China
Prior art keywords
roof
layer
locking
purline
encrypted
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Application number
CN202211034812.9A
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Chinese (zh)
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CN115233911A (en
Inventor
陈景镇
吕凯芳
林凤英
刘华长
黄楚煌
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China Construction Fourth Engineering Division Corp Ltd
China Construction Fourth Engineering Bureau Construction and Development Co Ltd
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China Construction Fourth Engineering Division Corp Ltd
China Construction Fourth Engineering Bureau Construction and Development Co Ltd
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Application filed by China Construction Fourth Engineering Division Corp Ltd, China Construction Fourth Engineering Bureau Construction and Development Co Ltd filed Critical China Construction Fourth Engineering Division Corp Ltd
Priority to CN202211034812.9A priority Critical patent/CN115233911B/en
Publication of CN115233911A publication Critical patent/CN115233911A/en
Application granted granted Critical
Publication of CN115233911B publication Critical patent/CN115233911B/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D11/00Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
    • E04D11/02Build-up roofs, i.e. consisting of two or more layers bonded together in situ, at least one of the layers being of watertight composition
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/16Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure
    • E04D13/1606Insulation of the roof covering characterised by its integration in the roof structure
    • E04D13/1612Insulation of the roof covering characterised by its integration in the roof structure the roof structure comprising a supporting framework of roof purlins or rafters
    • E04D13/1618Insulation of the roof covering characterised by its integration in the roof structure the roof structure comprising a supporting framework of roof purlins or rafters with means for fixing the insulating material between the roof covering and the upper surface of the roof purlins or rafters
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/16Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure
    • E04D13/1606Insulation of the roof covering characterised by its integration in the roof structure
    • E04D13/1612Insulation of the roof covering characterised by its integration in the roof structure the roof structure comprising a supporting framework of roof purlins or rafters
    • E04D13/1625Insulation of the roof covering characterised by its integration in the roof structure the roof structure comprising a supporting framework of roof purlins or rafters with means for supporting the insulating material between the purlins or rafters
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/16Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure
    • E04D13/1606Insulation of the roof covering characterised by its integration in the roof structure
    • E04D13/1662Inverted roofs or exteriorly insulated roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36Connecting; Fastening
    • E04D3/3601Connecting; Fastening of roof covering supported by the roof structure with interposition of a insulating layer
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36Connecting; Fastening
    • E04D3/3605Connecting; Fastening of roof covering supported directly by the roof structure

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

The invention discloses an anti-wind uncovering roof system in a strong wind area, which comprises: roof purlins; the roof bottom plate is arranged above the roof purline; the sound insulation layer is positioned on the roof bottom plate; the vapor barrier layer is locked on the sound insulation layer; the supporting layer is fixed on the vapor barrier layer, and locks the roof bottom plate, the sound insulation layer and the vapor barrier layer on the roof purline through the locking piece; the insulation layers are respectively arranged and filled in the supporting layer and at two sides of the supporting layer; a waterproof layer paved above the heat preservation layer and the supporting layer; the fixing seat is used for locking and fixing the heat-insulating layer and the waterproof layer on the supporting layer through the locking piece; the roof board laid on the waterproof layer is connected with the fixing seat in a meshed mode, original dispersed structures in all roofs form a complete whole, when strong wind acts on the roofs, the whole roof is formed, the wind resistance of the roof is greatly enhanced, and the durability is obviously improved.

Description

Wind-proof roofing system of taking off in strong wind area
Technical Field
The invention relates to a building roof system, in particular to a wind uncovering-resistant roof system in a strong wind area.
Background
The roof is a building upper layer of a building and a bearing structure of a building upper layer, and simultaneously has a horizontal supporting function on the upper part of the building, the roof is composed of a surface layer and a bearing structure, the problems of water resistance, heat preservation, heat insulation, sound insulation, fire resistance and the like are to be solved in structural design, the strength, rigidity and the stability of the whole space of a roof component are ensured, the existing roof is divided into a reinforced concrete roof and a metal roof, and compared with a large public building, the construction difficulty and cost of the metal roof are smaller than those of the reinforced concrete roof, so that the metal roof is used as a roof structure in some large-span buildings.
However, compared with some coastal cities, the high-rise period of typhoons is reached every year in summer, the strong wind power of the coastal cities is a great test on the metal roof, the metal roof structural layer is required to meet the wind uncovering resistance construction requirement, but the conventional 270-serging plate type is adopted for the current metal roof, the coastal city is suitable for being used in projects under general wind pressure, if the coastal city is in a strong wind area or even in a typhoon area, the conventional metal roof system cannot meet the requirement, and the light-weight requirement of the metal roof is reserved, but the wind resistance coefficient cannot be completely reached, and the durability is low.
Disclosure of Invention
The invention provides an anti-wind uncovering roof system in a strong wind area, which can effectively solve the problems.
The invention is realized in the following way:
A wind-resistant roofing system for high wind areas, comprising:
Roof purlins;
the roof bottom plate is arranged above the roof purline;
The sound insulation layer is positioned on the roof bottom plate;
the vapor barrier layer is locked on the sound insulation layer;
The supporting layer is fixed on the vapor barrier layer and locks the roof bottom plate, the sound insulation layer and the vapor barrier layer on the roof purline through locking pieces;
The heat preservation layers are respectively arranged and filled in the supporting layer and at two sides of the supporting layer;
A waterproof layer paved above the heat preservation layer and the supporting layer;
the fixing seat is used for locking and fixing the heat-insulating layer and the waterproof layer on the supporting layer through the locking piece;
Roof boarding of laying on the waterproof layer, roof boarding with the fixing base interlock is connected.
As a further improvement, the supporting layer comprises a plurality of uniformly distributed letter-like supports and letter-like purlines which are locked above the letter-like supports through locking pieces, and the letter-like supports are locked on the roof purlines through the locking pieces.
As a further improvement, the supporting layer further comprises an encrypted purline between the purlines, and the encrypted purline is locked on the purlines through a locking piece.
As a further improvement, the encrypted purline is a transverse encrypted purline, and the transverse encrypted purline and the several-word purline form a plurality of rectangular frames.
As a further improvement, the encrypted purline is a special-shaped encrypted purline, and the special-shaped encrypted purline comprises a plurality of encrypted rods which are connected in sequence, and longitudinal connecting rods which are locked at two ends of the encrypted rods through locking pieces.
As a further improvement, the encryption bars are in tenon connection with each other, and different encryption bars face different directions.
As a further improvement, the locking piece on the roofing purline, the locking piece on the U-shaped purline and the locking piece on the fixing seat are not positioned on the same vertical line.
As a further improvement, the outside of roof boarding pass through first elasticity outer floor with fixing base locking is fixed, just offer first transverse groove on the elasticity outer floor, the chucking is fixed with the second elasticity outer floor in the transverse groove, the top locking of second elasticity outer floor is in on the fixing base, the bottom locking is in encrypt on the purlin, the second transverse groove has been offered on the second elasticity outer floor, the chucking is fixed with the third elasticity outer floor in the second transverse groove, the top locking of third elasticity outer floor is in encrypt on the purlin, the bottom of third elasticity outer floor with the locking of roofing bottom plate is in the same place.
As a further improvement, the first elastic outer rib plate, the second elastic outer rib plate and the third elastic outer rib plate are of arc-shaped structures, and the bottom of the third elastic outer rib plate is of a V-shaped structure with an opening facing the roof bottom plate.
As a further improvement, the roof panel comprises a 360-degree snap-in lock, and the roof panel is snap-connected with the fixing base through the 360-degree snap-in lock.
The beneficial effects of the invention are as follows:
The invention firstly ensures the basic functions of the roof by the structures such as purlines, bottom plates, sound insulation layers, vapor barrier layers, heat insulation layers, waterproof layers, roof boards and the like which are sequentially arranged, and simultaneously, the supporting layers arranged at the middle sections lock the bottom plates, the sound insulation layers and the vapor barrier layers on the purlines of the roof by the supporting layers, lock and fix the heat insulation layers and the waterproof layers on the supporting layers by the fixing seats, so that the roof boards are connected with the fixing seats in a meshed manner, each original dispersed structure is divided into two to three modules, a new connection relation is established between the modules, the original dispersed structures in all the roofs form a complete whole, when strong wind acts on the roof, the wind resistance is greatly enhanced, and the durability is obviously improved.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some examples of the present invention and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic side view of a weather stripping resistant roofing system in a strong wind area according to the present invention.
FIG. 2 is a schematic elevational view of an anti-wind stripping roofing system in a strong wind area according to the present invention.
Fig. 3 is a schematic structural view of a special-shaped encrypted purline of the invention.
FIG. 4 is a schematic diagram of the general assembly of the weather stripping resistant roofing system in a strong wind area of the present invention.
Fig. 5 is a layout diagram of a mounting of a few word holders in accordance with the present invention.
Fig. 6 is an installation layout diagram of a purlin of a few words and a transverse encryption purlin of the invention.
Fig. 7 is an installation layout diagram of a purlin of a few words and a special-shaped encrypted purlin of the invention.
Fig. 8 is a sequence diagram of the installation and arrangement of a fixing base of the present invention.
Detailed Description
For the purpose of making embodiments of the present invention fall within the scope of the present invention. Thus, the following detailed description of the embodiments of the invention, as presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, based on the embodiments of the invention, which are apparent to those of ordinary skill in the art without inventive faculty, are intended to be within the scope of the invention.
In the description of the present invention, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as referring to purposes, technical solutions and advantages of the present invention in any way. All other implementations, which can be derived by a person skilled in the art without making any inventive effort, show or imply relative importance or implicitly indicate the number of technical features indicated on the basis of the implementations in the invention. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present invention, the meaning of "a plurality" is two or more, unless explicitly defined otherwise.
The roof applied to the large-span structure generally adopts a metal roof, and compared with a reinforced concrete roof, the metal roof is easy to install and construct, has lower requirements on installation equipment and installation environment, and is better maintained in the later period, but all layers of structures in the existing metal roof are simply connected through locking structures, all the structures are independently arranged, and when the roof is subjected to strong wind or typhoon, for example, when the wind power reaches 0.5 KN/square meter, all the structures are easy to collapse layer by layer or collapse simultaneously, and the wind resistance of the metal roof structure is poor, so the invention provides the following technical scheme for solving the technical problems:
Referring to fig. 1-8, a weather stripping resistant roofing system for a strong wind area, comprising: roof purlines 1; a roof bottom plate 2 arranged above the roof purline 1; a sound insulation layer 3 positioned on the roof bottom plate 2; a vapor barrier layer 4 locked on the sound barrier layer 3; the supporting layer 5 is fixed on the vapor barrier layer 4, and the supporting layer 5 locks the roof bottom plate 2, the sound insulation layer 3 and the vapor barrier layer 4 on the roof purline 1 through locking pieces 10; the insulation layers 6 are respectively arranged and filled in the supporting layer 5 and at two sides; a waterproof layer 7 paved above the heat preservation layer 6 and the supporting layer 5; the heat preservation layer 6 and the waterproof layer 7 are locked and fixed on the fixing seat 8 on the supporting layer 5 through the locking piece 10; roof boarding 9 laid on waterproof layer 7, roof boarding 9 with fixing base 8 interlock is connected.
In this embodiment, the purline 1, the supporting layer 5 and the fixing seat 8 of the roof are made of Q235B steel, and in other embodiments, the brand of the steel is not lower than Q235B, the fluctuation range of the yield strength of the steel is not greater than 120N/mm2, and the ratio of the measured value of the yield strength to the measured value of the tensile strength of the frame steel is not greater than 0.85; the ratio of the yield strength measured value to the tensile strength measured value of the steel tube structural steel is not more than 0.80. The steel should have obvious yield step, the elongation is not less than 20%, the yield strength of the steel is not less than 235MPa, the tensile strength is not less than 370MPa, the elongation is not less than 26%, and the bending test is qualified.
In the embodiment, the roof bottom plate 2 is made of aluminum-zinc plated profiled steel sheet, the perforated filtration is not more than 10%, the aperture is 3mm, the plate base material mark is not less than S250GD, the plate thickness is not less than 0.6mm, the yield strength is not less than 250Mpa, and the tensile strength is not less than 330Mpa.
In this embodiment, the sound insulation layer 3 is divided into a non-woven fabric layer 31 and a glass floss layer 32, the non-woven fabric layer 31 is laid under the glass floss layer 32, the thickness of the glass floss layer 32 is about 40mm, the volume density is not less than 16kg/m, the non-woven fabric layer 31 is of a wavy structure, the glass floss layer 32 is laid in the trough of the non-woven fabric layer 31, and the non-woven fabric layer 31 is fully laid on the roof bottom plate 2, so that the combined non-woven fabric layer 31 and glass floss layer 32 can play the role of isolating the sound of the roof and the inner and outer layers, and compared with the double-layer sound absorption structure which is independently arranged, the material is more saved, and simultaneously, the sound insulation effect is completely the same.
In the embodiment, the material of the steam barrier layer 4 is a composite polypropylene steam barrier film, the thickness of the composite polypropylene steam barrier film is not less than 0.3mm, and the combustion registration is not less than B2 level.
In this embodiment, the heat preservation 6 is divided into a lower rock wool layer 61 and an upper rock wool layer 62, wherein the thickness of the upper rock wool layer 62 is greater than that of the lower rock wool layer 61, so that the weight of the upper roof can be effectively borne, and the concrete steps are as follows: the density of the upper rock wool layer 62 is 160 kg/m W, and the combustion performance is class A; the grain diameter of the slag ball content is more than 0.25mm and less than or equal to 7 percent; the mass loss rate of the combustion performance is less than or equal to 10 percent; the average temperature of the heat conductivity coefficient is not more than 25 ℃ and not more than 0.040W per square meter K, and the density of the lower rock wool layer 61 is 80 kg/m; the grain diameter of the slag ball content is more than 0.25mm and less than or equal to 7 percent; the mass loss rate of the combustion performance is less than or equal to 10 percent; the average temperature of the heat conductivity coefficient is less than or equal to 0.040W per square meter K.
Wherein, the waterproof layer 7 adopts a Thermoplastic Polyolefin (TPO) waterproof coiled material, and the thickness of the thermoplastic polyolefin TPO waterproof coiled material is not less than 1.5mm. The tensile strength is more than or equal to 12MPa, the elongation at break is more than or equal to 500%, the low-temperature bending property is crack-free at the temperature of minus 40 ℃, and the artificial climate accelerated aging is not less than 2500 hours.
The roof board 9 is an aluminum-zinc-steel plated roof board, the thickness of the aluminum-zinc-steel plated roof board is 0.8mm, the aluminum-zinc-steel plated roof board is 360 DEG seaming and edge locking, the board type is 65-409 mm, the board width is 409mm, and the board rib height is 65mm; the brand of the roof board base material is not lower than S300GD, the thickness of the roof board is not lower than 0.8mm, the yield strength is not lower than 300Mpa, and the tensile strength is not lower than 370Mpa; the hot dip plating process is adopted, the substrate is formed by rolling and cold bending, and aluminum zinc plated AZ-200 is adopted.
In the scheme, the roof bottom plate 2, the sound insulation layer 3, the vapor insulation layer 4, the heat insulation layer 6, the waterproof layer 7 and the roof plate 9 are not mutually independent, the structures are not singly adhered or nailed, the mode of arranging the support layer 5 is adopted firstly, the roof bottom plate 2, the sound insulation layer 3 and the vapor insulation layer 4 are locked on the roof purline 1 through the support layer 5 to form a first fixed module, then the heat insulation layer 6 and the waterproof layer 7 are locked on the support layer 5 through the fixing seat 8 to form a second fixed module, finally the fixing seat 8 is connected with the roof plate 9 in a meshed mode, so that a third fixed module is formed, each structure which is originally dispersed is concentrated into a fixed module with a small number, and all the fixed modules are buckled in a ring mode.
The specific module connecting structure is as follows: the supporting layer 5 comprises a plurality of uniformly distributed several-shaped supports 51 and several-shaped purlines 52 which are locked above the several-shaped supports 51 through locking pieces 10, the several-shaped supports 51 are locked on the roof purline 1 through the locking pieces 10, and the purpose of the several-shaped supports 51 and the several-shaped purlines 52 is adopted, so that the several-shaped supports 51 and the roof purline 1 can be in stable supporting states before, during and after locking, the several-shaped purlines 52 and the several-shaped supports 51 are locked, meanwhile, a certain installation locking space can be reserved for the locking pieces 10 of the several-shaped purlines 52 and the several-shaped supports 51, the several-shaped purlines 52 and the several-shaped supports 51 can be locked from the outside, the integral pulling resistance is improved, in addition, the outer extension edge of the several-shaped purlines 52 and the top plate of the several-shaped supports 51 can be clearly seen from the figure to be aligned, and the combination of the two can be in a seam, and the supporting effect is played.
On the basis of the above, it can be seen that the adjacent several-shaped purlines 52 and several-shaped brackets 51 are not connected with the several-shaped purlines 52 and several-shaped brackets 51, obviously, compared with the adjacent several-shaped purlines 52 and several-shaped brackets 51 which are not connected with each other and have the connection relationship, the wind resistance strength of the adjacent several-shaped purlines 52 and several-shaped brackets 51 is greatly weakened, and as the supporting layer 5 formed by the several-shaped purlines 52 and the several-shaped brackets 51 plays a role of supporting and starting up and down, the strength of the supporting layer 5 easily influences the strength of the whole roof, so that in order to solve the technical problem, the supporting layer 5 further comprises an encrypted purline 53 between the several-shaped purlines 52 and the several-shaped purlines 52, the encrypted purline 53 is locked on the several-shaped purlines 52 through the locking piece 10, and the density of the whole supporting layer 5 is greatly improved by arranging the encrypted purline 53 between the adjacent several-shaped purlines 52 and the several-shaped purlines 52, thereby the lower part and the upper part of the whole supporting layer 5 can be better picked up, and the upper part of the whole experimental system is particularly as follows:
The invention relates to a wind uncovering-resistant roof system in a strong wind area, which is designed to have the basic wind pressure of 0.95 KN/square meter and is a metal roof wind uncovering-resistant system applicable to the strong typhoon area according to the consideration of 100 years.
When no encrypted purline 53 is arranged, in a destructive test in an anti-wind uncovering test, in a dynamic wind load test, the whole process of A-G stages is completed according to standard program loading, 10800 times are circularly loaded, no damage is caused on the surface of a test piece through field inspection, the maximum residual deformation of a roof panel layout is measured at the position of an axis H-I, the deformation is 30mm, a consignor confirms that the roof test piece continues to perform a static anti-wind pressure test according to standard requirements, when the test is subjected to-15400 Pa class loading, the pressure rises to-15335 Pa, the supports at the positions of the axes C6 and C7 are separated from the roof panel, the supports at the positions of the axes C2-C5, C8, B2-B8, D2-D8, E2-E8, F2-F8, G2-G8 and H2-H8 are separated from the roof panel successively, the roof panel bulges, and the test piece is destroyed, and the test is terminated. The ultimate wind load detection damage value is-15335 Pa, and meets the design load requirement.
After the encrypted purline 53 is arranged, in a destructive test in an anti-wind uncovering test, in a dynamic wind load test, the whole process of A-G stages is completed according to standard program loading, 10800 times are circularly loaded, the surface of a test piece is subjected to field inspection, the surface of the test piece is free from damage, the anti-residual deformation of the shaft H-G roof exceeds 26mm of a plate rib, the residual deformation of the shaft F-E roof board is 42mm, the residual deformation of the shaft C-D roof board is 45mm, when the test is subjected to-16800 Pa class loading and the pressure rises to-16502 Pa, the supports at the positions B11, B12 and B13 are separated from the roof board, the supports at the positions B3-B10, B14-B19, C3-C19 and D3-D19 are separated from the roof board successively, the roof board is raised, the test piece is destroyed, and the test is terminated. And (3) removing the roof board, and finding out that the C13 position support screw is pulled out and the support falls off after the static anti-wind uncovering test. The ultimate wind load detection damage value is-16502 Pa, and the design load requirement is met.
Firstly, it can be determined that after the wind uncovering-resistant roof system in the strong wind area is adopted, the wind load of the whole roof is greatly improved to-15335 Pa, which is unprecedented in the industry, and the industry does not have the arrangement in typhoon areas which possibly occur along the coast, and then the encryption purline 53 is further arranged, so that the wind load of the whole roof is improved on the original basis, the wind load of the whole roof is-16502 Pa, and the wind resistance of the whole roof system is greatly enhanced.
In the embodiment of the present invention, as shown in fig. 6, the encrypted purline 53 is a transverse encrypted purline 53A, and the transverse encrypted purline 53A and the several-shaped purlines 52 form a plurality of rectangular frames, so that the density of the whole supporting layer 5 is higher by arranging the transverse encrypted purline 53A, the original large rectangular frame is changed into a plurality of small rectangular frames, and when the pressure is applied, the pressure applied to the supporting layer can be uniformly dispersed everywhere, thereby better improving the wind resistance.
In another embodiment of the present invention, as shown in fig. 7, the encrypted purlin 53 is a special-shaped encrypted purlin 53B, the special-shaped encrypted purlin 53B includes a plurality of sequentially connected encrypted rods 3B1, and longitudinal connecting rods 3B2 locked at two ends of the encrypted rods 3B1 by locking members 10, and wind-force divergence in multiple directions and multiple angles can be formed by the design of the encrypted rods 3B1, preferably, the encrypted rods 3B1 and the encrypted rods 3B1 are in tenon connection, and different encrypted rods 3B1 and 3B1 are in tenon connection in different directions, compared with the design of simple welded connection, cracks and drops are not easy to occur when the encrypted rods are subjected to vibration or external pulling force, and the directions in different directions are because the wind directions are changed at any time, and the directions of strong wind caused by different ocean currents and subsidiary hot-band high pressures are extremely uncertain, so that the connection and fixation are required to be performed in extension in each direction in consideration of wind-resistance performance in each direction.
In order to make the encryption rod 3B1 extending in various directions available, the locking member 10 is used to lock the longitudinal connecting rods 3B2 at two ends of the encryption rod 3B1, two ends of the longitudinal connecting rods 3B2 are connected to the n-shaped purlines 52, and the pressure received from the encryption rod 3B1 can be dispersed to the n-shaped purlines 52 through the longitudinal connecting rods 3B2, so that the pressure applied to a small structure can be dispersed to a large structure, and the situation that the deformation of the small structure gradually affects the stability of the large structure is avoided.
On many metal roofing connection structures of current, often in order to improve the degree of integration, connect through same connection structure, perhaps directly offer all locating holes on same straight line, the drawback of this aspect is with all locking nodes concentrate on same line, then when other connected nodes receive to tear the power and torsion, the phenomenon of deformation appears easily, so in this case will locking piece 10 on roofing purlin 1, locking piece 10 on the several words purlin 52, locking piece 10 on fixing base 8 all are not in same vertical line, produce two beneficial effects, and one effect is the node dispersion with the locking, makes a plurality of faces all can receive the locking effect of locking node, and another effect is the intensity on will be avoided punching on same straight line thereby destroying this section vertical line, concentrate on this section vertical line from the wind pressure, then easily regard this as broken point, forms the phenomenon of broken face of point.
The above-mentioned structures are formed by fixing and connecting the roof and the like, but in practice, in a strong wind area, the whole roof is usually uncovered by strong wind force, the position of wind uncovering occurs on the side surface, and the whole roof is lifted from the side surface, so in order to strengthen the whole system from the side surface, the outside of the roof board 9 is locked and fixed with the fixing seat 8 through the first elastic outer rib 90, the first elastic outer rib 90 is provided with the first transverse slot 901, the first transverse slot 901 is fixedly clamped with the second elastic outer rib 91, the top of the second elastic outer rib 91 is locked on the fixing seat 8, the bottom is locked on the encrypted purlin 53, the second elastic outer rib 91 is provided with the second transverse slot 911, the third elastic outer rib 92 is fixedly clamped in the second transverse slot 911, the top of the third elastic outer rib 92 is locked on the encrypted purlin 53, and the bottom of the third elastic outer rib 92 is locked with the roof board 2.
With the above side connection structure, firstly, it needs to be emphasized that the first elastic outer rib plate 90, the second elastic outer rib plate 91 and the third elastic outer rib plate 92 respectively correspond to the first fixed module, the second fixed module and the third fixed module, the point-to-point fixing is respectively performed on the three combined fixed modules, specifically, the upper end and the lower end of the elastic outer rib plate are respectively provided with an ear plate, when the first elastic outer rib plate 90 is installed, the upper ear plate of the first elastic outer rib plate 90 is locked with the roof panel 9, the lower ear plate of the first elastic outer rib plate 90 is locked on the fixing seat 8, and as the first elastic outer rib plate 90 is provided with the first transverse slot 901, the second elastic outer rib plate 91 penetrates through the first transverse slot 901 and fixes the upper ear plate thereof on the lower ear plate of the first elastic outer rib plate 90, so as to form a first linking effect, and the third elastic outer rib plate 92 also adopts a fixing mode of the second elastic outer rib plate 91, so that the first elastic outer rib plate 90, the second elastic outer rib plate 91, the third elastic outer rib plate 92 and the first elastic outer rib plate 92 and the third elastic outer rib plate are connected in series with the air-flow resistance system from the outside, and the first air-flow resistance system is required to be fixed, and the first air-flow-break and the second elastic outer rib plate is connected with the first air-flow-resistance system from the outside.
In addition, it is emphasized that the elastic outer rib plates are all composed of elastic steel sheets, have certain elasticity under wind pressure, can be fluctuated along with the filling of wind, deform according to the rhythm of the wind, are not easy to damage, and can be ensured to fall off easily through the embedded mode of the transverse grooves.
And in order to ensure the combination effect of the third elastic outer rib plate 92 and the roof bottom plate 2, the bottom of the third elastic outer rib plate 92 is of a V-shaped structure with an opening facing the roof bottom plate 2, and can be tightly clamped with the roof bottom plate 2, and under the action of wind pressure, the third elastic outer rib plate 92 is only clamped with the roof bottom plate 2 more tightly, so that the third elastic outer rib plate 92 does not become a breakthrough point of the whole elastic outer rib plate structure.
Since the roof plate 9 is at the top and is most easily lifted away, the roof plate 9 comprises a 360-degree snap-lock, the roof plate 9 is snap-connected with the fixing base 8 through the 360-degree snap-lock, and the roof plate 9 is not easily separated from the fixing base 8 through the snap-connection.
The above description is only of the preferred embodiments of the present invention and is not intended to limit the present invention, and various modifications and variations may be made to the present invention by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (3)

1. A weather stripping resistant roofing system for a strong wind area comprising:
Roof purlines (1);
a roof bottom plate (2) arranged above the roof purline (1);
a sound insulation layer (3) positioned on the roof bottom plate (2);
The sound insulation layer (3) is locked on the sound insulation layer (4);
The supporting layer (5) is fixed on the vapor barrier layer (4), and the supporting layer (5) locks the roof bottom plate (2), the sound insulation layer (3) and the vapor barrier layer (4) on the roof purline (1) through the locking piece (10);
the insulation layers (6) are respectively arranged and filled in the supporting layer (5) and at two sides;
A waterproof layer (7) paved above the heat insulation layer (6) and the supporting layer (5);
The heat preservation layer (6) and the waterproof layer (7) are locked and fixed on the fixing seat (8) on the supporting layer (5) through the locking piece (10);
A roof board (9) paved on the waterproof layer (7), wherein the roof board (9) is connected with the fixing seat (8) in a meshed manner;
The supporting layer (5) comprises a plurality of uniformly distributed U-shaped brackets (51) and U-shaped purlines (52) which are locked above the U-shaped brackets (51) through locking pieces (10), and the U-shaped brackets (51) are locked on the roof purlines (1) through the locking pieces (10);
The supporting layer (5) further comprises encrypted purlines (53) between the purlines (52) and the purlines (52), and the encrypted purlines (53) are locked on the purlines (52) through locking pieces (10);
the encrypted purline (53) is a special-shaped encrypted purline (53B), and the special-shaped encrypted purline (53B) comprises a plurality of encrypted rods (3B 1) which are connected in sequence, and longitudinal connecting rods (3B 2) which are locked at two ends of the encrypted rods (3B 1) through locking pieces (10);
The encryption rods (3B 1) are in tenon connection with the encryption rods (3B 1), and different encryption rods (3B 1) face different directions;
The outside of roof boarding (9) through first elasticity outer floor (90) with fixing base (8) locking is fixed, just offer first horizontal groove (901) on elasticity outer floor (90), the chucking is fixed with second elasticity outer floor (91) in horizontal groove (901), the top locking of second elasticity outer floor (91) is in on fixing base (8), the bottom locking is in encrypt purlin (53), second horizontal groove (911) have been offered on second elasticity outer floor (91), the card is fixed with third elasticity outer floor (92) in second horizontal groove (911), the top locking of third elasticity outer floor (92) is in the same place on encrypting purlin (53), the bottom of third elasticity outer floor (92) with roofing bottom plate (2) locking;
the first elastic outer rib plate (90), the second elastic outer rib plate (91) and the third elastic outer rib plate (92) are of arc-shaped structures, and the bottom of the third elastic outer rib plate (92) is of a V-shaped structure with an opening facing the roof bottom plate (2).
2. The wind uncovering resistant roof system in a strong wind area according to claim 1, wherein the locking piece (10) on the roof purline (1), the locking piece (10) on the several-shaped purline (52) and the locking piece (10) on the fixing seat (8) are not positioned on the same vertical line.
3. A strong wind area weather stripping roofing system according to claim 1, characterized in that the roof panel (9) comprises a 360 seam lockstitch, the roof panel (9) being snap-connected with the fixing seat (8) by means of the 360 seam lockstitch.
CN202211034812.9A 2022-08-26 2022-08-26 Wind-proof roofing system of taking off in strong wind area Active CN115233911B (en)

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CN114000661A (en) * 2021-10-25 2022-02-01 中国建筑第五工程局有限公司 Waterproof pressure tank sealing structure for vertical serging roof coiled material and construction method
CN216428814U (en) * 2021-07-28 2022-05-03 浙江精工钢结构集团有限公司 Bottom plate directly spreads separation bearing high performance metal roofing
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GB2062722A (en) * 1979-11-08 1981-05-28 Anglia Jay Purlin Co Ltd Improvements in Heat Insulating Roofing Systems
JP2008231685A (en) * 2007-03-16 2008-10-02 Nippon Steel & Sumikin Coated Sheet Corp Repair structure of existing folded-plate roof
CN108166659A (en) * 2017-12-28 2018-06-15 山东雅百特科技有限公司 A kind of safety-type, wind resistance lifts metal Roof construction system and its mounting process
CN108590007A (en) * 2018-03-14 2018-09-28 森特士兴集团股份有限公司 A kind of Anti-Typhoon, antiseep metal Roof system
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CN216428814U (en) * 2021-07-28 2022-05-03 浙江精工钢结构集团有限公司 Bottom plate directly spreads separation bearing high performance metal roofing
CN114000661A (en) * 2021-10-25 2022-02-01 中国建筑第五工程局有限公司 Waterproof pressure tank sealing structure for vertical serging roof coiled material and construction method
CN217054051U (en) * 2021-12-31 2022-07-26 科腾沃建筑技术(苏州)有限公司 Novel wind-resistant metal roof system

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