CN116816001A - Wood-structure hyperbolic wood tile sunshade roof system and construction method thereof - Google Patents

Abstract

The invention provides a wood structure hyperbolic wood tile awning roof system and a construction method thereof. The roofing system includes: a steel secondary beam; the support body is arranged on the steel secondary beam; the waterproof breathable film is paved on the top wall of the support body; a water-permeable strip stacked above the waterproof breathable film; the tile hanging strip is arranged above the water-flowing strip; and the shingle is arranged on the batten. The invention supports the upper hyperbolic roof molding body through the supporting body arranged on the steel secondary beam; the waterproof ventilation membrane arranged on the support body can realize the waterproof ventilation of the roof; forming a curved upper hyperbolic roof forming body through a water-flowing strip above the waterproof and breathable film and a batten on the water-flowing strip; and through the shingle that sets up on the batten of hanging, form roofing system, realize the high-efficient construction shaping of continuous irregular hyperbolic roofing, this roofing can play good sunshade thermal-insulated effect, has the steam exhaust, prevents the effect of condensation.

Description

A wooden structure double-curved shingle awning roof system and its construction method

Technical field

The present invention relates to the technical field of roof construction in construction projects, and specifically to a wooden structure double-curved shingle awning roof system and a construction method thereof.

Background technique

The wooden roof truss is constructed of a truss roof made of wood, generally divided into triangles and trapezoids. The support system of the wooden roof truss is divided into horizontal support and vertical support. The horizontal support refers to the lower chord and the lower chord connected together with rods. Within a certain range, the upper and lower chords of the roof truss are arranged continuously, longitudinally or transversely. The vertical support means that the upper chords and the lower chords are connected together with rods. The vertical supports can be set continuously with the middle part of the roof truss, or a scissor brace can be set up every other roof truss section. .

At present, when renovating existing buildings, the existing wooden structure roof cannot guarantee the quality and efficiency of on-site installation of complex curved wooden structures, and cannot achieve the expected results.

Contents of the invention

In view of this, the present invention proposes a wooden structure double-curved shingle awning roof system and its construction method, aiming to solve the problems of low construction efficiency and poor structural strength of the existing wooden structure roof.

On the one hand, the present invention proposes a wooden structure hyperbolic shingle awning roof system. The roof system includes: steel secondary beams; a support body provided on the steel secondary beams for supporting the upper hyperbolic roof molding body. for support; a waterproof and breathable membrane is laid on the top wall of the support body; water-cooling strips are stacked on top of the waterproof and breathable membrane to form a curved upper hyperbolic roof molding; and tile hanging strips are arranged on the top wall of the support body. Above the water-sliding strips; wooden tiles are arranged on the tile-hanging strips.

Further, in the above-mentioned wooden structure hyperbolic shingle awning roof system, the support body includes: a wooden grille, which is arranged on the steel secondary beam; a lower support plate, which is arranged below the wooden grille for The cavities between the wooden grilles are bottom-sealed and supported; insulation fillers are filled in the cavities between the wooden grilles; and upper supports are arranged above the wooden grilles. , used to provide top sealing support for the insulation filling of the cavity between the grilles.

Further, in the above-mentioned wooden structure double-curved shingle awning roof system, the insulation filler is insulation rock wool, the lower support plate is a calcium silicate board, and the upper support member is an OSB board.

Further, in the above-mentioned wooden structure hyperbolic shingle awning roof system, the wooden grille includes: a vertical wooden grille arranged on the steel secondary beams and a horizontal wooden grille arranged between the vertical wooden grilles. support.

Furthermore, in the above-mentioned wooden structure double-curved shingle awning roof system, a spliced suspended ceiling is provided below the support body, and the openings at both ends of the roof are edged with curved aluminum plates.

Further, in the above-mentioned wooden structure double-curved shingle awning roof system, the support body and the steel secondary beams are connected through connecting corner codes; and/or, the water-cooling strips and the waterproof and breathable membrane are connected. Connect via connection code.

Further, in the above-mentioned wooden structure double-curved shingle awning roof system, the connecting corner codes are stainless steel corner codes.

On the other hand, the present invention proposes a construction method for a wooden structure double-curved shingle awning roof system. The construction method includes the following steps: installing a support body on the steel secondary beam; laying a waterproof and breathable membrane on the support body; Use BIM technology to model and set up hyperbolic roof control lines; based on the established model, check the spatial control coordinate points of each span of the roof, and extract the roof chord height, chord length, and twist based on the positional relationship between the completed surface and the bottom structure. And use a total station to measure and lay out the lines to form an accurate roof completion surface; find the curved surface shape by stacking and fixing the water strips on the waterproof and breathable membrane; install the tile hanging strips on the water strips; install shingles on the tile hanging strips .

Furthermore, the above-mentioned wooden structure double-curved shingle awning roof system finds a curved surface by stacking and fixing the water strips on the waterproof and breathable membrane. When stacking and fixing the water strips, based on the slope of the support body, Determine the thickness of the current strip; when determining the thickness of the current strip based on the slope of the support body: first obtain the slope Δi of the support body, and preset the first preset support body slope i1, the third The second preset support body slope i2, the third preset support body slope i3 and the fourth preset support body slope i4, and i1＜i2＜i3＜i4; at the same time, the first preset water strip thickness L1, the second preset support body slope i4 are also set. The thickness of the preset water stripe L2, the third preset water stripe thickness L3 and the fourth preset water stripe thickness L4, and L1<L2<L3<L4; according to the slope Δi of the support body and each of the preset support bodies Based on the relationship between the slopes, the thickness of each preset water-cooling strip is selected as the thickness of the water-coating strip during construction: when Δi<i1, the first preset water-coating strip thickness L1 is selected as the thickness of the water-coating strip during construction; when i1 When ≤Δi<i2, the second preset thickness L2 of the current strip is selected as the thickness during construction of the said strip; when i2≤Δi<i3, the third preset thickness L3 of the strip is selected as the thickness of the said strip during construction. when i3 ≤ Δi < i4, the fourth preset thickness L4 of the water strip is selected as the thickness of the water strip during construction.

Furthermore, for the above-mentioned wooden structure hyperbolic shingle awning roof system, after selecting the jth preset thickness Lj of the water strip as the thickness of the water strip during construction, j=1, 2, 3, 4, according to the The jth preset thickness Lj of the tile hanging strips determines the construction thickness of the tile hanging strips; when determining the construction thickness of the tile hanging strips, first set the first preset tile hanging strip thickness H1 and the second preset tile hanging strip thickness H1 Thickness H2, third preset tile hanging strip thickness H3, fourth preset tile hanging strip thickness H4 and fourth preset tile hanging strip thickness H4, and H1＜H2＜H3＜H4＜H5; set the first default The preset reference value of the thickness of the water stripe, P2 the second preset reference value of the thickness of the water stripe, the third preset reference value of the thickness of the water stripe of P3, the preset reference value of the thickness of the fourth preset water stripe of P4, and P1＜ P2＜P3＜P4,; determine the construction thickness of the tile hanging strips according to the relationship between the j-th preset water strip thickness Lj and the thickness of each preset water strip; when Lj＜P1, select the The first preset thickness H1 of the tile hanging strips is used as the construction thickness of the tile hanging strips; when P1 ≤ Lj < P2, the second preset thickness H2 of the tile hanging strips is selected as the construction thickness of the tile hanging strips; when P1 ≤ Lj < P2 When P2≤Lj<P3, select the third preset thickness H3 of the tile hanging strips as the construction thickness of the tile hanging strips; when P3≤Lj<P4, select the fourth preset thickness H4 of the tile hanging strips as the construction thickness. The construction thickness of the tile hanging strips; when Lj≥P4, select the fifth preset thickness H5 of the tile hanging strips as the construction thickness of the tile hanging strips.

The wooden structure hyperbolic shingle awning roof system and its construction method provided by the present invention support the upper hyperbolic roof molding body through the support body provided on the steel secondary beams; through the waterproof and breathable membrane provided on the support body, Realize the roof is waterproof and breathable; through the water strips above the waterproof and breathable membrane, and the tile hanging strips on the water strips, a curved upper hyperbolic roof molding is formed; and through the wooden tiles set on the tile hanging strips, a roof system is formed to achieve Efficient construction and shaping of continuous irregular double-curved roofs. This roof can provide good sunshade and heat insulation effects, and has the functions of exhausting steam and preventing condensation. This wooden structure hyperbolic shingle awning roof system is advanced in technology, simple and bright, and can achieve the aesthetics and structural strength of a hyperbolic roof. The overall structure uses wood, is light in weight, and is green and environmentally friendly to achieve the aesthetics and structural strength of a hyperbolic roof. The overall structure is made of wood, which is light in weight and environmentally friendly. It also improves the overall insulation and anti-water seepage effect of the roof. It also solves the problem that the wooden structure shingle roof shed easily causes the awning to have a stuffy roof and condensation. In addition, it can improve the roof. Improve construction efficiency and structural strength, and improve the decorative effect of the roof. This roof system belongs to the construction technology of long continuous hyperbolic roof, which can solve the hyperbolic forming of wood tile roof.

Description of the drawings

Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are for the purpose of illustrating preferred embodiments only and are not to be construed as limiting the invention. Also throughout the drawings, the same reference characters are used to designate the same components. In the attached picture:

Figure 1 is a schematic structural diagram of the front opening side of the wooden double-curved tile awning roof system provided by the embodiment of the present invention;

Figure 2 is a schematic structural diagram of the rear side of the wooden double-curved tile awning roof system provided by the embodiment of the present invention;

Figure 3 is a schematic structural diagram of a wooden grille provided by an embodiment of the present invention;

Figure 4 is a flow chart of the construction method of the wooden double-curved tile awning roof system provided by the embodiment of the present invention.

Detailed ways

Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. Although exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be implemented in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided to provide a thorough understanding of the disclosure, and to fully convey the scope of the disclosure to those skilled in the art. It should be noted that, as long as there is no conflict, the embodiments and features in the embodiments of the present invention can be combined with each other. The present invention will be described in detail below with reference to the accompanying drawings and embodiments.

Roof system examples:

Referring to Figures 1 to 2, the preferred structure of the wooden double-curved tile awning roof system provided by the embodiment of the present invention is shown. As shown in the figure, the wooden structure double-curved shingle awning roof system includes: steel secondary beam 1, support body 2, waterproof and breathable membrane 3, water strips 4, tile hanging strips 5 and wood tiles 6; among them,

The support body 2 is set on the steel secondary beam 1 to support the upper hyperbolic roof molding; the waterproof and breathable membrane 3 is laid on the top wall of the support body 2; the water-cooling strips 4 are stacked on top of the waterproof and breathable membrane 3. A curved upper hyperbolic roof molding is formed; the tile hanging strips 5 are arranged above the water strips 4; the wood tiles 6 are arranged on the tile hanging strips 5.

Specifically, the steel secondary beam 1 can be provided with a connecting corner code 7. The support body 2 and the steel secondary beam 1 are connected through the connecting corner code 7. The connecting corner code 7 is connected to the support body 2 and the steel secondary beam 1 respectively. They can be connected by screws, and the support body 2 serves as a bottom support member to support the upper hyperbolic roof molding to ensure stability; among them, the connection corner code 7 can be a stainless steel corner code. The waterproof and breathable membrane 3 can be spread on the top wall of the support body 2 to achieve waterproofing and breathability of the roof. In this embodiment, the waterproof and breathable membrane 3 can be spread along the top wall of the support body 2 . The waterproof and breathable membrane 3 can be installed with stainless steel screws to connect the corner code 7. Based on the hyperbolic roof control line, it is stacked and fixedly connected to the connection corner code 7 on the waterproof breathable membrane 3 through the water strips 4 to find the curved surface shape; hang the tiles The strips 5 are installed on the water-flow strips 4 with stainless steel screws, and the wooden tiles 6 are installed on the tile-hanging strips 5. The wooden tiles 6 can be fixed by pressing two nails into one. Among them, the specifications of the water strips can be (38~100)*140mm@400mm, the specifications of the tile hanging bars can be 38*90mm@190mm, the specifications of the wood tiles can be 6~16mm thick, the size is 476*190, 476*150, and the pressure is 2 Nail one.

In this embodiment, a spliced suspended ceiling 8 is provided below the support body 2, and the openings at both ends of the roof are provided with curved aluminum plate edges 9. Specifically, when making the upper structure, a close-fitting spliced ceiling 8 can be installed below the support body 2; and the front and rear openings of the roof can be edged with curved aluminum plates 9. As shown in Figure 1, the left end is provided with a curved aluminum plate edge. 9. Among them, the spliced ceiling 8 can be an aluminum plate ceiling.

Continuing to refer to Figures 1 to 3, the support body 2 includes: a wooden grille 21, a lower support plate 22, an insulation filler 23 and an upper support member 24; wherein the wooden grille 21 is arranged on the steel secondary beam 1; the lower support plate 22 is provided below the wooden grille 21 for bottom sealing and supporting the inter-grid cavities 211 of the wooden grille 21; the thermal insulation filler 23 is filled in each inter-grid cavity 211 of the wooden grating 21; upper The support member 24 is provided above the wooden grilles 21 and is used to provide top sealing support for the insulation filler 22 in the cavity 211 between the grilles. Specifically, the wooden grille 21 can be fixed on the steel secondary beam 1 through the connecting corner code 7. A lower support plate 22 is installed below the wooden grille 21. The lower support plate 22 can be a 12mm calcium silicate board; the wooden grille 21 Each cavity 211 between the grilles is filled with thermal insulation filler 23 as a thermal insulation layer, wherein the thermal insulation filler 23 can be thermal insulation rock wool; after filling the rock wool, the upper part of the wooden grille 21 is covered with supports 24, and the upper part is covered with supports 24. The support member 24 can be a 12mm OSB board, and the board gap can be 3mm.

Continuing to refer to FIG. 3 , the wooden grille 21 includes: a vertical wooden grille 212 provided on the steel secondary beam 1 and a transverse brace 213 provided between the vertical wooden grilles 212 . Specifically, each connecting corner code 7 of the steel secondary beam 1 is connected to a vertical wooden grille 212, and a horizontal brace 213 is installed on the vertical wooden grille 212. The vertical wooden grille 212 is installed on the steel secondary beam 1. A horizontal brace 213 is added in the middle of the beam 1. The horizontal brace 213 and the vertical wooden grille 212 can be of the same specification, and the joints of the horizontal braces 213 are staggered from each other.

In summary, the wooden structure hyperbolic shingle awning roof system provided by this embodiment supports the upper hyperbolic roof molding through the support body 2 provided on the steel secondary beam 1; through the waterproof and breathable support body 2 provided Membrane 3 can achieve waterproof and breathable roofing; through the waterproof and breathable membrane 3, the upper water strips 4, and the tile hanging strips 5 on the water strips 4, a curved upper hyperbolic roof molding is formed; and through the tile hanging strips 5 The wooden tiles 6 are provided to form a roof system and realize the efficient construction and shaping of a continuous irregular double-curved roof. This roof can have a good sunshade and heat insulation effect, and has the functions of exhausting steam and preventing condensation. This wooden structure hyperbolic shingle awning roof system is advanced in technology, simple and bright, and can achieve the aesthetics and structural strength of a hyperbolic roof. The overall structure uses wood, is light in weight, and is green and environmentally friendly to achieve the aesthetics and structural strength of a hyperbolic roof. The overall structure is made of wood, which is light in weight and environmentally friendly. It also improves the overall insulation and anti-water seepage effect of the roof. It also solves the problem that the wooden structure shingle roof shed easily causes the awning to have a stuffy roof and condensation. In addition, it can improve the roof. Improve construction efficiency and structural strength, and improve the decorative effect of the roof. This roof system belongs to the construction technology of long continuous hyperbolic roof, which can solve the hyperbolic forming of wood tile roof.

Method examples:

Refer to Figure 4, which is a flow chart of the construction method of the wooden double-curved shingle awning roof system provided by the embodiment of the present invention. As shown in the figure, the construction method of the wooden double-curved shingle awning roof system includes the following steps:

Step S1, install the support body on the steel secondary beam. Specifically, first, the connection corner code 7 is installed on the steel secondary beam 1 with stainless steel screws; then, the support body 2 is installed on the connection corner code 7 . Vertical wooden grilles 212 can be connected to each connecting corner code 7 first, and horizontal braces 213 can be installed on the vertical wooden grilles 212 to form wooden grilles 21; then 12mm calcium silicate can be installed below the wooden grilles 21 board as the lower support plate 22; and fill the inter-grid cavity 211 of the wooden grille 21 with thermal insulation rock wool as the thermal insulation filler 23; after filling the rock wool, spread 12mm OSB board on the wooden grille as the upper support plate 24 , board seam 3mm.

Step S2: Lay a waterproof and breathable membrane on the support body. Specifically, the waterproof and breathable membrane 3 can be laid on the OSB board, and the connecting corner code 7 can be installed on the waterproof and breathable membrane 3 with stainless steel screws.

Step S3: Use BIM technology to model and set the hyperbolic roof control lines. Specifically, BIM technology modeling was used to set up the hyperbolic roof control lines.

Step S4: Based on the established model, check the spatial control coordinate points of each span of the roof. Based on the positional relationship between the completed surface and the bottom structure, extract the roof chord height, chord length, and twist, and use a total station to measure and lay out the lines to form Accurate roof finish. Specifically, based on the established model, the spatial control coordinate points of each span of the on-site roof were checked. Based on the positional relationship between the completed surface and the bottom structure, the roof chord height, chord length, and twist were extracted. The on-site total station measured and laid out the lines to form Accurate roof finish.

Step S5: Find a curved surface shape by stacking and fixing the water-saving strips on the waterproof and breathable membrane. Specifically, the curved surface shape is found by stacking and fixing the water-cooling strips 4 on the connecting corner code 7 .

Step S6: Install the tile hanging strips on the water-flow strips. Specifically, the tile hanging strips 5 are installed on the water-flow strips 4 using stainless steel screws.

Step S7: Install wooden tiles on the tile hanging strips. Specifically, install the wooden tiles 6 on the tile hanging strips 5 and press two nails into one.

In this embodiment, the curved surface shape is found by stacking and fixing the water-coating strips on the waterproof and breathable membrane. When stacking and fixing the water-coating strips, the thickness of the water-coating strips is determined based on the slope of the support body;

When determining the thickness of the water strip based on the slope of the support:

First, obtain the slope Δi of the support body, and preset the first preset support body slope i1, the second preset support body slope i2, the third preset support body slope i3, and the fourth preset support body slope i4, and i1 ＜i2＜i3＜i4; at the same time, the first preset thickness L1, the second preset thickness L2, the third preset thickness L3 and the fourth preset thickness L4 are also set, and L1＜ L2＜L3＜L4; According to the relationship between the slope Δi of the support and the slope of each preset support, the thickness of each preset water strip is selected as the thickness of the water strip during construction:

When Δi<i1, the first preset thickness L1 of the water strip is selected as the thickness of the water strip during construction;

When i1≤Δi<i2, select the second preset thickness L2 of the water strip as the thickness during construction of the water strip;

When i2≤Δi<i3, select the third preset thickness L3 of the water strip as the thickness during construction of the water strip;

When i3≤Δi<i4, the fourth preset thickness L4 of the water strip is selected as the thickness of the water strip during construction.

It can be seen that by determining the thickness of the water strips based on the slope of the support body, the stability of the support body to the upper support body, especially the water strips, can be ensured, thereby ensuring the stability of the roof system.

Preferably, after selecting the jth preset thickness Lj of the current strip as the thickness of the strip during construction, j=1, 2, 3, 4, the construction thickness of the tile hanging strips is determined based on the jth preset thickness Lj of the strip;

When determining the construction thickness of the tile hanging strips, first set the first preset tile hanging strip thickness H1, the second preset tile hanging strip thickness H2, the third preset tile hanging strip thickness H3, and the fourth preset tile hanging strip thickness H3. The thickness H4 and the fourth preset thickness of the tile hanging strips are H4, and H1＜H2＜H3＜H4＜H5; set the preset reference value for the thickness of the first preset water stripe, and the preset reference value for the thickness of the second preset water stripe P2 , P3 is the third preset thickness reference value of the water stripe, P4 is the fourth preset water stripe thickness preset reference value, and P1＜P2＜P3＜P4,; according to the jth preset water stripe thickness Lj and each preset The relationship between the thickness of the water strips determines the construction thickness of the tile hanging strips;

When Lj<P1, select the first preset thickness H1 of the tile hanging strips as the construction thickness of the tile hanging strips;

When P1≤Lj<P2, select the second preset thickness H2 of the tile hanging strips as the construction thickness of the tile hanging strips;

When P2≤Lj<P3, select the third preset thickness H3 of the tile hanging strips as the construction thickness of the tile hanging strips;

When P3≤Lj<P4, select the fourth preset thickness H4 of the tile hanging strips as the construction thickness of the tile hanging strips;

When Lj≥P4, select the fifth preset thickness H5 of the tile hanging strips as the construction thickness of the tile hanging strips.

It can be seen that determining the construction thickness of the tile hanging strips based on the jth preset thickness Lj of the water strips can ensure the stability of the support of the water strips to the tile hanging strips and further ensure the stability of the roof system.

In summary, the construction method of the wooden structure hyperbolic shingle awning roof system provided by this embodiment supports the upper hyperbolic roof molding body through the support body 2 provided on the steel secondary beam 1; The waterproof and breathable membrane 3 can realize waterproof and breathable roofing; through the water-cooling strips 4 above the waterproof and breathable membrane 3, and the tile-hanging strips 5 on the water-cooling strips 4, a curved upper hyperbolic roof molding is formed; and through the tile-hanging strips The wooden tiles 6 provided on 5 form a roof system to achieve efficient construction and shaping of a continuous irregular double-curved roof. This roof can provide good sunshade and heat insulation effects, and has the functions of exhausting steam and preventing condensation. This wooden structure hyperbolic shingle awning roof system is advanced in technology, simple and bright, and can achieve the aesthetics and structural strength of a hyperbolic roof. The overall structure uses wood, is light in weight, and is green and environmentally friendly to achieve the aesthetics and structural strength of a hyperbolic roof. The overall structure is made of wood, which is light in weight and environmentally friendly. It also improves the overall insulation and anti-water seepage effect of the roof. It also solves the problem that the wooden structure shingle roof shed easily causes the awning to have a stuffy roof and condensation. In addition, it can improve the roof. Improve construction efficiency and structural strength, and improve the decorative effect of the roof. This roof system belongs to the construction technology of long continuous hyperbolic roof, which can solve the hyperbolic forming of wood tile roof.

It should be noted that in the description of the present invention, the terms "upper", "lower", "left", "right", "inner", "outer" and other terms indicating the direction or positional relationship are based on the figures. The directions or positional relationships shown are only for convenience of description and do not indicate or imply that the device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be construed as a limitation of the present invention.

In addition, it should be noted that in the description of the present invention, unless otherwise clearly stated and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense. For example, it can be a fixed connection or a fixed connection. It is a detachable connection or an integral connection; it can be directly connected or indirectly connected through an intermediary, or it can be an internal connection between two components. For those skilled in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

Obviously, those skilled in the art can make various changes and modifications to the present invention without departing from the spirit and scope of the invention. In this way, if these modifications and variations of the present invention fall within the scope of the claims of the present invention and equivalent technologies, the present invention is also intended to include these modifications and variations. Vertical wooden grilles are connected to the stainless steel corner codes, and horizontal braces are installed on the vertical wooden grilles.

Claims (10)

1. A wooden structure double-curved shingle awning roof system, which is characterized by including: Steel secondary beams; A support body is provided on the steel secondary beam and is used to support the upper hyperbolic roof molding body; A waterproof and breathable membrane is laid on the top wall of the support body; Water strips are stacked on top of the waterproof and breathable membrane to form a curved upper hyperbolic roof molding; Hanging tile strips are arranged above the water-flowing strips; Wood tiles are arranged on the tile hanging strips. 2. The wooden structure double-curved shingle awning roof system according to claim 1, characterized in that, the support body includes: Wooden grating, arranged on the steel secondary beam; A lower support plate is provided below the wooden grille and is used to provide bottom sealing support for the cavities between the wooden grilles; Thermal insulation filler is filled in the cavities between each grating of the wooden grating; The upper support member is arranged above the wooden grilles and is used to provide top sealing support for the insulation filling material in the cavity between the grilles. 3. The wooden structure double-curved shingle awning roof system according to claim 2, characterized in that, The thermal insulation filler is thermal insulation rock wool, the lower support plate is a calcium silicate board, and the upper support member is an OSB board. 4. The wooden structure double-curved shingle awning roof system according to claim 2, characterized in that, the wooden grille includes: a vertical wooden grille provided on the steel secondary beam and a vertical wooden grille provided on the steel secondary beam. Cross braces between vertical wooden grilles. 5. The wooden structure hyperbolic shingle awning roof system according to any one of claims 1 to 4, characterized in that, A spliced suspended ceiling is provided below the support body, and the openings at both ends of the roof are edged with curved aluminum plates. 6. The wooden structure hyperbolic shingle awning roof system according to any one of claims 1 to 4, characterized in that, The support body and the steel secondary beam are connected through connecting corner codes; and/or, The water-cooling strip and the waterproof and breathable membrane are connected through connecting corner codes. 7. The wooden structure double-curved shingle awning roof system according to claim 6, characterized in that the connecting corner codes are stainless steel corner codes. 8. A construction method for a wooden structure double-curved shingle awning roof system, which is characterized by including the following steps: Install supports on steel secondary beams; Lay a waterproof and breathable membrane on the support body; Use BIM technology for modeling and set up hyperbolic roof control lines; Based on the established model, the spatial control coordinate points of each span of the roof are checked. Based on the positional relationship between the completed surface and the bottom structure, the roof chord height, chord length, and twist are extracted, and a total station is used to measure and lay out the lines to form an accurate roof. Finishes; Find the curved shape by stacking and fixing the water strips on the waterproof and breathable membrane; Install the tile hanging strips on the water strips; Install shingles on shingle strips. 9. The construction method of the wooden structure double-curved shingle awning roof system according to claim 8, characterized in that: In finding the curved surface shape by stacking and fixing the water-cooling strips on the waterproof and breathable membrane, when stacking and fixing the water-coating strips, the thickness of the water-coating strips is determined based on the slope of the support body; When determining the thickness of the water-cooling strip based on the slope of the support body: First, obtain the slope Δi of the support body, and preset the first preset support body slope i1, the second preset support body slope i2, the third preset support body slope i3, and the fourth preset support body slope i4, And i1＜i2＜i3＜i4; at the same time, the first preset thickness L1, the second preset thickness L2, the third preset thickness L3 and the fourth preset thickness L4 are also set, and L1＜L2＜L3＜L4; According to the relationship between the slope Δi of the support body and the slope of each preset support body, the thickness of each preset flow strip is selected as the thickness of the flow strip construction: When Δi<i1, the first preset thickness L1 of the current strip is selected as the thickness of the current strip during construction; When i1 ≤ Δi < i2, the second preset thickness L2 of the current strip is selected as the thickness of the current strip during construction; When i2≤Δi<i3, select the third preset thickness L3 of the current strip as the thickness of the current strip during construction; When i3≤Δi<i4, the fourth preset thickness L4 of the current strip is selected as the thickness of the current strip during construction. 10. The construction method of the wooden double-curved shingle awning roof system according to claim 9, characterized in that: After selecting the jth preset thickness Lj of the current strip as the thickness of the construction strip, j=1, 2, 3, 4, the thickness of the tile hanging strip is determined based on the jth preset thickness Lj of the strip. Construction thickness; When determining the construction thickness of the tile hanging strips, first set the first preset tile hanging strip thickness H1, the second preset tile hanging strip thickness H2, the third preset tile hanging strip thickness H3, and the fourth preset tile hanging strip thickness H3. The thickness of the tile strips H4 and the fourth preset thickness of the tile hanging strips H4, and H1＜H2＜H3＜H4＜H5; set the first preset reference value for the thickness of the tile strips, and P2 the second preset thickness of the tile strips. Reference value, P3 is the preset reference value for the thickness of the third preset water stripe, P4 is the preset reference value for the thickness of the fourth preset water stripe, and P1＜P2＜P3＜P4,; according to the jth preset thickness of the water stripe Lj The construction thickness of the tile hanging strips is determined by the relationship with the thickness of each of the preset water-flow strips; When Lj<P1, select the first preset thickness H1 of the tile hanging strips as the construction thickness of the tile hanging strips; When P1≤Lj<P2, select the second preset thickness H2 of the tile hanging strips as the construction thickness of the tile hanging strips; When P2≤Lj<P3, select the third preset thickness H3 of the tile hanging strips as the construction thickness of the tile hanging strips; When P3≤Lj<P4, select the fourth preset thickness H4 of the tile hanging strips as the construction thickness of the tile hanging strips; When Lj≥P4, the fifth preset thickness H5 of the tile hanging strips is selected as the construction thickness of the tile hanging strips.