CN114908903B - Curtain wall model of northern Shanxi style - Google Patents

Abstract

The utility model provides a curtain molding of north of shan style, includes upwards sets up glass door and window, gathering corridor, arch glass curtain wall, curtain protect eaves and cornice from foundation structure lower floor, except that the old brick split brick of the outer wall of above-mentioned structure is fully spread, glass door and window is the cave molding, including flat prop, lie in the round window on the flat prop and lie in the door and window under the flat prop. The curtain wall modeling structure with the extended safety style modeling is provided by the invention, the extended safety building style modeling is formed by modeling the glass doors and windows in a kiln and the arched doors and windows in the kiln, meanwhile, the SRC plate structure can be prefabricated after being designed according to modeling requirements, the curtain wall modeling structure has the advantages of improving construction efficiency and saving labor cost and time cost, has good popularization and practical value, and can generate good economic benefit after wide popularization and application.

Description

A curtain wall shape in the style of northern Shaanxi

Technical Field

The invention relates to the field of building construction, and in particular belongs to a northern Shaanxi style curtain wall modeling.

Background Art

Architectural style can show the characteristics of a city, reflect the character of a city, convey city information, and reflect the emotions of a city. Urban style is the environmental characteristics of urban culture and life reflected through natural and man-made landscapes, including the metaphysical "style" (appearance, appearance, landscape, form, etc.). Therefore, urban style includes the explicit "material form" of the city and the potential "cultural form" of the city, which complement each other. The "style" in architectural style is a summary of non-material forms such as culture and customs, while the "appearance" refers to the combination of the material forms of buildings such as space and landscape. The work done on architectural style in urban style is to utilize and organize the "style" and "appearance" of the building, tell the story of the building, and reflect the style of the city.

Summary of the invention

The purpose of the present invention is to provide a curtain wall shape in the style of northern Shaanxi and a curtain wall structure in line with the architectural style of Yan'an.

To achieve the above object, the present invention adopts the following technical solution:

A curtain wall shape in the style of northern Shaanxi, including glass doors and windows, cantilevered corridors, arched glass curtain walls, curtain wall eaves and cantilevered eaves arranged from the lower layer of the basic structure upwards, in addition to the above structure, the wall surface is paved with old bricks and split bricks, the glass doors and windows are in the shape of cave dwellings, including flat braces, round windows located on the flat braces and doors and windows located under the flat braces, characterized in that: the doors and windows are located in the wall, the flat braces are billboard structures, the round windows are attached to the outside of the wall, the lower part is fixed to the main steel structure protruding from the wall, and the upper part is fixed to the round braces protruding from the wall; the billboard The structure includes an upper guard edge, a lower guard edge arranged parallel to the upper guard edge, and a billboard located between the upper guard edge and the lower guard edge, the upper guard edge and the lower guard edge both protrude from the billboard, the upper guard edge and the lower guard edge are both formed by fixing an aluminum plate on a steel structure through angle brackets and angle steels, the steel structure includes a vertical member fixed to two embedded members embedded in the wall through a connecting member, and a horizontal member connected to the adjacent vertical member, an insulation layer is arranged between the vertical member and the wall, and a fixer for fixing the billboard is arranged on the horizontal member;

The cantilevered corridor includes a bottom plate and a cantilevered corridor guard wall. The space below the bottom plate forms an eaves corridor located in front of the glass doors and windows. The exterior surfaces of the cantilevered corridor guard wall, the curtain wall eaves and the cantilevered eaves are all SRC board structures. The top surface of the SRC board structure of the exterior surface of the cantilevered corridor guard wall is sloped downward by 1% to 3%. The SRC board structure includes an SRC board designed according to the shape requirements and a galvanized steel pipe frame attached to the main structure. The galvanized steel pipe frame is welded and fixed to the buried plate arranged in the main structure. The SRC board is embedded with a conforming round steel and a π-shaped round steel. The conforming round steel is arranged at the multi-stage bending part of the SRC board. The π-shaped round steel located in the vertical part is welded and fixed with a hanger, and the π-shaped round steel located in the horizontal part is welded and fixed with a connecting piece. The thickness of the SRC plate at the π-shaped round steel is higher than that of the plate surface at other places. The hanger is hung on the angle steel adapter on the galvanized steel pipe frame in a Z-shaped structure. The connecting piece is an angle steel, which is bolted to the angle steel welded and fixed on the galvanized steel pipe frame. The angle steel adapter is two angle steels bolted to each other. One side plate of the outer angle steel is upward to form a hanging part for hanging the hanger. A rubber pad is sleeved on the hanging part. The rubber pad is a U-shaped structure with a notch downward. The two vertical parts of the U-shaped structure are hollow and the outer wall is arched outward to form a buffer part. The π-shaped round steel and the accompanying round steel are spaced apart along the length direction of the SRC plate, and at least one end is provided with a series-connected round steel. The buried plate includes a galvanized steel plate and a steel bar arranged between the two galvanized steel plates.

Further preferably, the base plate includes a reinforced concrete roof panel, and an extruded polystyrene board, a cement mortar leveling layer, a waterproof layer, a cement mortar protective layer, a stratosphere and a slope layer which are arranged on the reinforced concrete roof panel in sequence from top to bottom; the space below the base plate forms a veranda located in front of the glass doors and windows, and a finished structural column is provided in the veranda, and a rain down pipe is provided in the finished structural column and close to the column edge of the structural column, the top surface of the rain down pipe is located in the base plate, and the slope layer is sloped toward the rain down pipe by 1% to 3%, the waterproof layer is turned up toward the structural walls and the veranda guardrails on both sides, and an additional waterproof layer is provided on the inner side between the structural walls, the veranda guardrails and the base plate, the additional waterproof layer is flush with the end of the waterproof layer and is fixed to the structural wall and the veranda guardrail by nailing, and the flush end is sealed with a waterproof membrane.

Furthermore, the waterproof membrane plugging is a trapezoidal structure, including a bottom surface flush with the additional waterproof layer and the end surface of the waterproof layer, an inner side surface fixedly adhered to the structural wall or eaves corridor guardrail, an outer side surface inclined upward from the outside to the side, and a top surface inclined upward from the outside to the structural wall or eaves corridor guardrail. A special-shaped pressure plate is also provided on the outside of the waterproof membrane plugging. The special-shaped pressure plate is an integrally formed structure, including a first vertical portion, a first inclined portion and a second vertical portion arranged in sequence from bottom to top. The first vertical portion is pressed tightly against the outside of the waterproof layer, and the first inclined portion is arranged parallel to the outer side surface of the waterproof membrane plugging. Two arch bridges are provided on the second vertical portion, and the two arch bridges are provided with nails for fixing to the structural wall or eaves corridor guardrail. The additional waterproof layer and the waterproof layer are both self-adhesive polymer modified asphalt waterproof membranes.

Furthermore, the arched glass curtain wall includes a curtain wall keel and a glass curtain wall attached to the curtain wall keel, the curtain wall keel includes a vertical structural keel and a transverse keel connected between the vertical structural keels, a sealing plate is provided on the end surface of the transverse keel, a chloroprene rubber flexible gasket is provided between the sealing plate and the vertical structural keel, and the transverse keels on both sides of the vertical structural keel are fixed to the vertical structural keel by a pair of stainless steel bolts;

The vertical structural keel is fixed to the second embedded part in the wall through a channel steel connector. The vertical structural keel is formed by connecting a number of square steel short tubes through an insert core. The end faces of the insert core are inclined surfaces parallel to each other. The square steel short tubes are sleeved on the insert core and the butt joints are filled with weather-resistant glue. The bottom and top of the vertical structural keel are fixed to the second embedded part in the main concrete structure.

Among them, a square steel tube sleeve is fixed on the second embedded part at the bottom through two connecting angle brackets, and the vertical structure keel is inserted into the square steel tube sleeve. One side plate of the connecting angle bracket is fixed to the second embedded welding connection, and the other side plate is fixed to the square steel tube sleeve through a countersunk bolt group. The end face of the vertical structure keel and the connecting angle bracket and the second embedded part are sealed with weather-resistant glue;

The embedded parts on the top are fixed to the vertical structural keel through steel angle brackets;

Furthermore, a fireproof rock wool is provided between the transverse keel and the wall, and the fireproof rock wool is filled in the loading body. The loading body comprises an upper L-shaped steel plate and a lower L-shaped steel plate, one side plate of the upper L-shaped steel plate is vertically arranged to the wall, and the outer wall of the other side plate is close to the inner wall of the transverse keel, one side plate of the lower L-shaped steel plate is close to the bottom surface of the transverse keel and is fixed with screws, and the other side plate is arranged close to the wall in a direction away from the fireproof rock wool, and is fixed to the wall with nails, and the ends of the two side plates of the lower L-shaped steel plate are both warped, and structural adhesive is filled between the warped ends and the wall or the bottom surface of the transverse keel.

Furthermore, the embedded part 2 includes an anchor plate and anchor bars located at the four corners of the bottom surface of the anchor plate, the anchor bars are hot-processed HRB400 steel bars, the anchor bars are fixed to the anchor plate in a T-shaped vertical manner, and accessory steel bars are welded and fixed to the bottom of the anchor bars. The accessory steel bars are welded and fixed tightly to the anchor bars, and their length is 1/4 to 1/3 of the length of the accessory steel bars.

Furthermore, the aluminum veneer is bent in the same direction all around to form a frame structure, and stiffening ribs are arranged at horizontal intervals in the frame. The flange plates on both ends of the stiffening ribs are fixed to the bent part of the aluminum veneer through angle codes. The stiffening ribs are U-shaped structures folded from 35*25*2~3mm galvanized steel plates, and welding bolts are welded at intervals on the surface of the stiffening rib bottom plate. The angle codes are folded from the aluminum veneer, and the spacing between adjacent stiffening ribs is 500mm~600mm.

Furthermore, the round window includes glass, window sashes located on both sides of the glass ends, and a hollow pressure line fixed to the single-sided window sash. The window sash is fixed to a clamping piece on the structural body. The clamping piece is an axisymmetric structure, including a middle U-shaped structure and connecting plates located on both sides of the U-shaped structure. The connecting plate is fixed to the structural body by nails, and the top surface of the U-shaped structure is provided with a hook-shaped buckle for clamping the window sash.

In addition, the doors and windows are thermal insulation doors and windows, and the doors and windows of the thermal insulation doors and windows are fixed on the thermal insulation door and window frames, and the thermal insulation door and window frames are fixed on the fixing plates. The fixing plates are axially symmetrical structures, including an isosceles trapezoidal structure in the middle and two connecting plates located on both sides of the isosceles trapezoidal structure. The two connecting plates are fixed to the main structure by nails. The top surface of the isosceles trapezoidal structure is provided with two hook-shaped buckles for fixing the thermal insulation door and window frames. Waterproof cement mortar is filled between the fixing plate and the main structure. The main structure located on the outdoor side is provided with an overflow mud layer, an insulation board layer and a finishing layer in sequence from the inside to the outside.

More preferably, the cantilever corridor is provided with an isosceles triangle shape structure for installing a building sign, the isosceles triangle shape structure includes support columns arranged at intervals and a cast-in-place concrete layer located on the top surface of the support columns, the top and bottom surfaces of the support columns are respectively welded and fixed to embedded parts arranged in the cantilever corridor and the cast-in-place concrete layer, and the inner and outer sides of the support columns are respectively provided with SRC board structures.

Compared with the prior art, the present invention has the following characteristics and beneficial effects:

The present invention provides a curtain wall structure with Yan'an style, which forms a Yan'an architectural style through cave-shaped glass doors and windows and arched doors and windows. At the same time, the SRC board structure can be designed and prefabricated according to the needs of the shape, which has the advantages of improving construction efficiency and saving labor costs and time costs, has good promotion and practical value, and will produce good economic benefits after wide promotion and application.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG1 is a diagram of a curtain wall structure of a northern Shaanxi style in the present application;

Fig. 2 is a cross-sectional view of the A-A portion in Fig. 1;

FIG3 is an enlarged structural diagram of part A in FIG2;

FIG4 is an enlarged structural diagram of part A in FIG3;

FIG5 is an enlarged structural diagram of part B in FIG2;

FIG6 is an enlarged structural diagram of part A in FIG5;

FIG7 is an enlarged structural diagram of part B in FIG5;

FIG8 is an enlarged structural diagram of portion C in FIG5;

FIG9 is an enlarged structural diagram of portion C in FIG2 ;

FIG10 is an enlarged structural diagram of the D portion in FIG2;

FIG11 is an enlarged structural diagram of part A in FIG10;

FIG12 is a diagram showing the connection between the channel steel connector and the insert involved in the present application;

FIG13 is a right side view of FIG12;

FIG14 is a diagram showing the fixing of the vertical structure keel involved in the present application;

FIG15 is a diagram showing the connection between the vertical structural keel and the horizontal keel involved in the present application;

FIG16 is a diagram showing the construction nodes of the thermal insulation door and window frame involved in the application;

FIG17 is a diagram of the aluminum veneer structure involved in the present application;

FIG18 is an enlarged structural diagram of the E portion in FIG2 involved in the present application;

FIG19 is an enlarged structural diagram of the F portion in FIG2 involved in the present application;

Figure numerals: 100-glass doors and windows; 101-flat braces; 102-round windows; 103-doors and windows; 104-round braces; 105-main steel structure; 106-billboard; 107-aluminum veneer; 108-vertical components; 109-horizontal components; 110-window sashes; 111-fixers; 112-stiffening ribs; 113-angle code; 114-weld bolts; 115-U-shaped structure; 116-connecting plate 1; 117-hook buckle; 118-broken bridge door and window frame; 120-isosceles trapezoidal structure; 121- Connecting plate 2; 122- waterproof cement mortar; 123- overflow mud layer; 124- insulation board layer; 125- hollow pressure line; 126- hook buckle 2; 127- finishing layer; 200- cantilevered corridor; 201- reinforced concrete roof panel; 202- extruded polystyrene board; 203- cement mortar leveling layer; 204- waterproof layer; 205- cement mortar protective layer; 206- stratosphere; 207- slope layer; 300- arched glass curtain wall; 301- vertical structural keel; 302- horizontal keel; 303- sealing plate; 3 04-channel steel connector; 305-connecting angle code; 306-square steel pipe sleeve core; 307-countersunk bolt group; 308-weathering glue; 309-steel angle code; 310-fireproof rock wool; 311-upper L-shaped steel plate; 312-lower L-shaped steel plate; 313-insert core; 314-chloroprene rubber flexible gasket; 400-curtain wall eaves; 500-overhanging eaves; 600-SRC board structure; 601-SRC board; 602-hanging parts; 603-connecting parts; 604-galvanized steel pipe rack; 605-round steel; 6 06-π-shaped round steel; 607-series round steel; 608-angle steel adapter 1; 609-rubber pad; 700-embedded parts; 701-anchor plate; 702-anchor bar; 703-accessory steel bars; 800-eaves corridor; 801-finished structural column; 802-rainwater downpipe; 803-additional waterproof layer; 804-nail; 805-waterproof membrane sealing; 806-special-shaped pressure plate; 807-first vertical part; 808-first inclined part; 809-second vertical part; 810-arch bridge; 900-embedded plate; 901-embedded parts.

DETAILED DESCRIPTION

In order to make the technical means, innovative features, objectives and effects achieved by the present invention easy to understand, the present invention is further described below.

The embodiments described herein are specific embodiments of the present invention, which are used to illustrate the concept of the present invention, are illustrative and exemplary, and should not be interpreted as limiting the embodiments of the present invention and the scope of the present invention. In addition to the embodiments described herein, those skilled in the art can also adopt other obvious technical solutions based on the claims and the contents disclosed in the specification of this application, including technical solutions that adopt any obvious replacement and modification of the embodiments described herein.

The following provides an embodiment of the application of the present invention to a specific building construction structure:

A curtain wall shape in the style of northern Shaanxi, as shown in FIGS. 1 and 2, includes glass doors and windows 100, a cantilevered corridor 200, an arched glass curtain wall 300, a curtain wall eaves 400 and a cantilevered eaves 500 arranged upward from the lower layer of the basic structure. In addition to the above structure, the wall surface is paved with old bricks and split bricks. The glass doors and windows 100 are in the shape of a cave dwelling, including a flat brace 101, a round window 102 located on the flat brace 101 and a door and window 103 located under the flat brace 101. The door and window 103 is located in the wall. As shown in FIG. 3, the flat brace 101 is a billboard structure, the round window 102 is attached to the outside of the wall, the lower part is fixed to the main steel structure 105 protruding from the wall, and the upper part is fixed to the main steel structure 105 protruding from the wall. The billboard structure includes an upper guard edge, a lower guard edge arranged parallel to the upper guard edge, and a billboard 106 located between the upper guard edge and the lower guard edge, the upper guard edge and the lower guard edge are both protruding from the billboard 106, the upper guard edge and the lower guard edge are both formed by fixing an aluminum single plate 107 on a steel structure through angle codes and angle steels, the steel structure includes a vertical member 108 fixed to an embedded member 700 embedded in the wall through a connector and a horizontal member 109 connected to the adjacent vertical member 108, an insulation layer is provided between the vertical member 108 and the wall, and a fixer for fixing the billboard 106 is provided on the horizontal member 109;

As shown in FIGS. 5 to 8 , the cantilevered corridor 200 includes a bottom plate and a cantilevered corridor wall, and the space below the bottom plate forms an eaves corridor 800 located in front of the glass door and window 100. As shown in FIG. 5 in conjunction with FIGS. 18 and 19 , the exterior surfaces of the cantilevered corridor wall, the curtain wall eaves 400 and the cantilevered eaves 500 are all SRC board structures 600. The top surface of the SRC board structure 600 of the exterior surface of the cantilevered corridor wall is sloped downward by 1% to 3%. The SRC board structure includes an SRC board 601 designed according to the shape requirements and a galvanized steel pipe frame 604 attached to the main foundation structure. The galvanized steel pipe frame 604 is welded and fixed to the buried plate 900 provided in the main foundation structure. The SRC plate 601 is embedded with a conforming round steel 605 and a π-shaped round steel 606. The conforming round steel 605 is arranged at the multi-stage bending part of the SRC plate 601. The π-shaped round steel 606 located at the vertical part is welded and fixed with a hanger 602, and the π-shaped round steel 606 located at the horizontal part is welded and fixed with a connector 603. The thickness of the SRC plate 601 at the π-shaped round steel 606 is higher than the plate surface at other places. The hanger 602 is hung on the angle steel adapter 608 on the galvanized steel pipe frame 604 in a Z-shaped structure. The connector 603 is an angle steel and is welded and fixed to the galvanized steel pipe frame. The angle steel on 604 is bolted, and the angle steel adapter 608 is two angle steels bolted to each other. One side plate of the outer angle steel is upward to form a hanging part for hanging the hanger 602, and a rubber pad 609 is sleeved on the hanging part. The rubber pad 609 is a U-shaped structure with a notch downward. The two vertical parts of the U-shaped structure are hollow and the outer wall is arched outward to form a buffer part. The π-shaped round steel 606 and the accompanying round steel 605 are arranged at intervals along the length direction of the SRC plate 601, and at least one end is provided with a series round steel 607. The buried plate 900 includes a galvanized steel plate and a steel bar arranged between the two galvanized steel plates.

As shown in FIG5 , the bottom plate includes a reinforced concrete roof panel 201, and an extruded polystyrene board 202, a cement mortar leveling layer 203, a waterproof layer 204, a cement mortar protective layer 205, a stratosphere 206 and a slope layer 207 which are arranged on the reinforced concrete roof panel 201 from top to bottom; the space below the bottom plate forms an eaves gallery 800 located in front of the glass door and window 100, and a finished structural column 801 is arranged in the eaves gallery 800, and the finished structural column 801 is close to the structural column. A rain down pipe 802 is provided on the side of the column, and the top surface of the rain down pipe 802 is located inside the base plate. The slope layer 207 slopes 1% to 3% toward the rain down pipe 802. The waterproof layer 204 is turned up toward the structural walls and the eaves corridor guard walls on both sides, and an additional waterproof layer 803 is provided between the inner side and the structural walls, the eaves corridor guard walls and the base plate. The additional waterproof layer 803 is flush with the end of the waterproof layer 204 and is fixed to the structural wall and the eaves corridor guard wall by nails 804, and a waterproof membrane 805 is provided at the flush end.

As shown in Figure 6, the waterproof membrane plug 805 is a trapezoidal structure, including a bottom surface flush with the end surfaces of the additional waterproof layer 803 and the waterproof layer 204, an inner side surface fixedly attached to the structural wall or the eaves corridor guard wall, an outer side surface inclined upward from the outside to the side, and a top surface inclined upward from the outside to the structural wall or the eaves corridor guard wall. A special-shaped pressure plate 806 is also provided on the outside of the waterproof membrane plug 805. The special-shaped pressure plate 806 is an integrally formed structure, including a first vertical portion 807, a first inclined portion 808 and a second vertical portion 809 arranged in sequence from bottom to top. The first vertical portion 807 is pressed against the outside of the waterproof layer 204, the first inclined portion 808 is arranged parallel to the outer side surface of the waterproof membrane plug 805, and two arch bridges 810 are provided on the second vertical portion 809. The two arch bridges 810 are provided with nails for fixing to the structural wall or the eaves corridor guard wall. The additional waterproof layer 803 and the waterproof layer 204 are both self-adhesive polymer modified asphalt waterproof membranes.

As shown in FIG10 , the arched glass curtain wall 300 includes a curtain wall keel and a glass curtain wall attached to the curtain wall keel. The curtain wall keel includes a vertical structural keel 301 and a transverse keel 302 connected between the vertical structural keels 301. The end surface of the transverse keel 302 is provided with a sealing plate 303. As shown in FIG15 , a chloroprene rubber flexible gasket 314 is provided between the sealing plate 303 and the vertical structural keel 301. The transverse keels 302 on both sides of the vertical structural keel 301 are fixed to the vertical structural keel 301 by a pair of stainless steel bolts.

As shown in Figures 12 and 13, the vertical structural keel 301 is fixed to the embedded part 2 700 in the wall through the channel steel connector 304. The vertical structural keel 301 is formed by connecting a number of square steel short tubes through the insert 313. The end faces of the insert 313 on both sides are inclined surfaces parallel to each other. The butt joints of the square steel short tubes sleeved on the insert 313 are filled with weather-resistant glue 308. The bottom and top of the vertical structural keel 301 are fixed to the embedded part 2 700 provided in the main concrete structure.

As shown in FIG. 14 , a square steel tube sleeve core 306 is fixed to the second embedded part 700 at the bottom through two connecting angles 305, and the vertical structural keel 301 is plugged into the square steel tube sleeve core 306. One side plate of the connecting angle 305 is welded and fixed to the second embedded part 700, and the other side plate is fixed to the square steel tube sleeve core 306 through a countersunk bolt group 307. A weather-resistant glue 308 is sealed between the end face of the vertical structural keel 301 and the connecting angle 305 and the second embedded part 700.

The top embedded parts 700 are fixed to the vertical structural keel 301 through steel angle brackets 309;

As shown in Figure 11, a fireproof rock wool 310 is provided between the transverse keel 302 and the wall. The fireproof rock wool 310 is filled in the loading body. The loading body includes an upper L-shaped steel plate 311 and a lower L-shaped steel plate 312. One side plate of the upper L-shaped steel plate 311 is vertically arranged with the wall, and the outer wall of the other side plate is close to the inner wall of the transverse keel 302. One side plate of the lower L-shaped steel plate 312 is close to the bottom surface of the transverse keel 302 and is fixed with screws, and the other side plate is facing away from the fireproof rock wool 310 and close to the wall, and is fixed to the wall with nails. The ends of both side plates of the lower L-shaped steel plate 312 are warped, and structural adhesive is filled between the warped ends and the wall or the bottom surface of the transverse keel 302.

As can be seen from Figure 13, embedded part 2 700 includes an anchor plate 701 and anchor bars 702 located at the four corners of the bottom surface of the anchor plate 701. The anchor bars 702 are hot-processed HRB400 steel bars. The anchor bars 702 are fixed to the anchor plate 701 in a T-shaped vertical weld. The bottom of the anchor bars 702 is welded and fixed with accessory steel bars 703. The accessory steel bars 703 are welded and fixed tightly to the anchor bars 702, and the length of the accessory steel bars 703 is 1/4 to 1/3 of the length of the accessory steel bars 703.

As shown in Figure 17, the aluminum single plate 107 is bent in the same direction on all sides to form a frame structure, and stiffening ribs 112 are arranged at horizontal intervals in the frame. The flange plates on both ends of the stiffening ribs 112 are fixed to the bent part of the aluminum single plate through angle codes 113. The stiffening ribs 112 are U-shaped structures folded from 35*25*2~3mm galvanized steel plates. Weld bolts 114 are welded at intervals on the bottom plate surface of the stiffening ribs 112. The angle codes 113 are folded from the aluminum single plate, and the spacing between adjacent stiffening ribs 112 is 500mm~600mm.

As shown in Figure 4, the round window 102 includes glass, window sashes 110 located on both sides of the glass ends, and a hollow pressure line 125 fixed to the single-sided window sash 110. The window sash 110 is fixed to a clamping piece fixed to the structural body. The clamping piece is an axisymmetric structure, including a middle U-shaped structure 115 and connecting plates 116 located on both sides of the U-shaped structure 115. The connecting plates 116 are fixed to the structural body by nails, and a hook-shaped buckle 117 for clamping the window sash 110 is provided on the top surface of the U-shaped structure 115.

As shown in Figure 16, the doors and windows 103 are thermal insulation doors and windows, which are fixed on the thermal insulation casement door and window frames 118, and the thermal insulation casement door and window frames 118 are fixed on the fixing plates. The fixing plates are axially symmetrical structures, including a central isosceles trapezoidal structure 120 and two connecting plates 121 located on both sides of the isosceles trapezoidal structure 120. The two connecting plates 121 are fixed to the main structure by nails. The top surface of the isosceles trapezoidal structure 120 is provided with two hook-shaped buckles 126 for fixing the thermal insulation casement door and window frames 118. Waterproof cement mortar 122 is filled between the fixing plates and the main foundation structure. The main structure located on the outdoor side is provided with an overflow mud layer 123, an insulation board layer 124 and a finishing layer 127 from the inside to the outside.

As shown in FIG9 , an isosceles triangle structure 208 for installing a signboard is provided on the cantilever corridor 200. The isosceles triangle structure 208 includes support columns 209 arranged at intervals and a cast-in-place concrete layer 210 located on the top surface of the support columns 209. The top and bottom surfaces of the support columns 209 are respectively welded and fixed to embedded parts 901 provided in the cantilever corridor 200 and the cast-in-place concrete layer 210. The inner and outer sides of the support columns 209 are respectively provided with SRC board structures 600.

The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (9)

1. The utility model provides a curtain molding of style of shan's north, includes upwards sets up glass door and window (100), gathering corridor (200), arch glass curtain wall (300), curtain protect eaves (400) and cornice (500) from foundation structure lower floor, except that the wall is full to spread old brick split brick outside the above-mentioned structure, glass door and window (100) are cave molding, including round window (102) on flat prop (101), position Yu Pingqiang (101) and door and window (103) under position Yu Pingqiang (101), its characterized in that: the door window (103) is positioned in the wall body, the hip (101) is of a billboard structure, the round window (102) is attached to the outer side of the wall body, the lower part of the round window is fixed with a main body steel structure (105) protruding out of the wall body, and the upper part of the round window is fixed with a hip (104) protruding out of the wall body; the billboard structure comprises an upper guard edge, a lower guard edge parallel to the upper guard edge and a billboard (106) arranged between the upper guard edge and the lower guard edge, wherein the upper guard edge and the lower guard edge are both protruded out of the billboard (106), the upper guard edge and the lower guard edge are both formed by fixing an aluminum veneer (107) on a steel structure through corner codes and angle steel, the steel structure comprises a vertical member (108) fixed with a second embedded part (700) embedded in a wall body through a connecting piece and a horizontal member (109) connected to the adjacent vertical member (108), a heat preservation layer is arranged between the vertical member (108) and the wall body, and a fixer for clamping the billboard (106) is arranged on the horizontal member (109);

The gallery (200) comprises a bottom plate and a gallery guard wall, a cornice (800) positioned in front of a glass door and window (100) is formed in a space below the bottom plate, the gallery guard wall, a curtain wall guard edge (400) and an outer trim of the cornice (500) are of a SRC plate structure (600) (the top surface of the SRC plate structure (600) of the outer trim of the gallery guard wall is downward slope finding 1% -3%), the SRC plate structure comprises an SRC plate (601) designed according to modeling requirements and a galvanized steel pipe rack (604) attached to a main structure, the SRC plate (604) is welded and fixed with a buried plate (900) arranged in the main structure, a following round steel (605) and a pi round steel (606) are buried in the SRC plate (601), the pi round steel (606) positioned at the vertical part is welded and fixed with a connecting piece (603) on the pi round steel (606), the SRC plate (604) is welded and connected with the angle steel pipe rack (604) at a certain thickness, the angle steel (608) is welded and the angle steel (608) is connected with the hanger (608) at a certain thickness, the angle steel (608) is welded and the hanger (608) is connected with the angle steel rack (602) at a certain ratio, the steel structure comprises a hanging part, a rubber pad (609) and a U-shaped structure, wherein the hanging part is used for hanging a hanging piece (602) in an upward mode, the rubber pad (609) is of a U-shaped structure with a downward notch, two vertical parts of the U-shaped structure are hollow, the outer wall of the U-shaped structure is outwards arched to form a buffer part, pi-shaped round steel (606) and shape-following round steel (605) are arranged at intervals along the length direction of an SRC plate (601), at least one end of each pi-shaped round steel is provided with a series round steel (607), an isosceles triangle modeling structure (208) for building a mounting signboard is arranged on a picking corridor (200), the isosceles triangle modeling structure (208) comprises supporting columns (209) arranged at intervals and cast-in-situ concrete layers (210) arranged on the top surfaces of the supporting columns (209), the top surfaces and the bottom surfaces of the supporting columns (209) are respectively welded and fixedly arranged on the first buried pieces (901) arranged in the picking corridor (200) and the cast-in-situ concrete layers (210), and the inner sides and the supporting columns (209) are respectively provided with SRC plate structures (600).

2. A north-shan style curtain wall construction in accordance with claim 1, wherein: the base plate comprises a reinforced concrete roof plate (201), and an extruded polystyrene board (202), a cement mortar leveling layer (203), a waterproof layer (204), a cement mortar protection layer (205), a stratosphere (206) and a slope finding layer (207) which are sequentially arranged on the reinforced concrete roof plate (201) from top to bottom; the utility model discloses a glass door and window, including bottom plate below space formation is located eaves corridor (800) in glass door and window (100) the place ahead, be equipped with finished product structural column (801) in eaves corridor (800), in finished product structural column (801), hug closely structural column limit and be equipped with rain fall pipe (802), rain fall pipe (802) top surface is located in the bottom plate, look for slope layer (207) to rain fall pipe (802) and find slope 1% -3%, waterproof layer (204) turn up to both sides structural wall body and eaves corridor dado, and are equipped with additional waterproof layer (803) between inboard and structural wall body and eaves corridor dado and the bottom plate, additional waterproof layer (803) with waterproof layer (204) tip parallel and level and fixed with structural wall body and eaves corridor dado through penetrating nail (804), the tip of parallel and level is equipped with waterproofing membrane shutoff (805).

3. A north-shan style curtain wall construction in accordance with claim 2, wherein: the waterproof coiled material shutoff (805) is of a trapezoid-like structure, the waterproof coiled material shutoff (805) comprises a bottom surface flush with the end surfaces of an additional waterproof layer (803) and a waterproof layer (204), an inner side surface fixedly adhered to a structural wall body or a cornice retaining wall, an outer side surface inclined upwards from the outer side to the side, and a top surface inclined upwards from the outer side to the structural wall body or the cornice retaining wall, the outer side of the waterproof coiled material shutoff (805) is also provided with a special-shaped pressing plate (806), the special-shaped pressing plate (806) is of an integrated structure, the waterproof coiled material shutoff comprises a first vertical part (807), a first inclined part (808) and a second vertical part (809) which are sequentially arranged from bottom to top, the first inclined part (807) is tightly pressed on the outer side of the waterproof layer (204), two arch bridges (810) are arranged on the second vertical part (809), the two arch bridges (810) are used for fixing shooting nails with the structural wall body or the cornice retaining wall, and the waterproof layer (204) are self-adhesive modified asphalt waterproof coiled materials.

4. A north-shan style curtain wall construction in accordance with claim 1, wherein: the arch-shaped glass curtain wall (300) comprises curtain wall keels and glass curtain walls attached to the curtain wall keels, the curtain wall keels comprise vertical structure keels (301) and transverse keels (302) connected between the vertical structure keels (301), sealing plates (303) are arranged on the end faces of the transverse keels (302), chloroprene rubber flexible gaskets are arranged between the sealing plates (303) and the vertical structure keels (301), and the transverse keels (302) on two sides of the vertical structure keels (301) are fixed with the vertical structure keels (301) through a pair of stainless steel bolts;

The vertical structure keel (301) is fixed with a second embedded part (700) in the wall body through a channel steel connecting piece (304), the vertical structure keel (301) is formed by connecting a plurality of square steel short pipes through a core insert (313), the end faces of two sides of the core insert (313) are inclined faces parallel to each other, the butt joint of the square steel short pipes sleeved on the core insert (313) is filled with weather-resistant glue (308), and the bottom and the top of the vertical structure keel (301) are both fixed with the second embedded part (700) arranged in the main body concrete structure;

The embedded part II (700) at the bottom is fixedly provided with a square steel pipe sleeve core (306) through two connecting corner brackets (305), a vertical structure keel (301) is inserted into the square steel pipe sleeve core (306), one side plate of the connecting corner brackets (305) is fixedly welded with the embedded part II (700), the other side plate is fixedly provided with the square steel pipe sleeve core (306) through a countersunk bolt group (307), and weather-resistant glue (308) is sealed between the end face of the vertical structure keel (301) and the connecting corner brackets (305) and the embedded part II (700);

The second embedded parts (700) at the top are fixed with the vertical structural keels (301) through steel corner brackets (309).

5. A north-shan style curtain wall construction in accordance with claim 4, wherein: be equipped with fire prevention rock wool (310) between horizontal fossil fragments (302) and the wall body, fire prevention rock wool (310) are filled in the loading body, the loading body includes upper portion L shape steel sheet (311) and lower part L shape steel sheet (312), upper portion L shape steel sheet (311) a curb plate and wall body set up perpendicularly, and horizontal fossil fragments (302) inner wall is hugged closely to another curb plate outer wall, horizontal fossil fragments (302) bottom surface is hugged closely to a lower part L shape steel sheet (312) curb plate and is fixed with the screw, and another curb plate orientation is kept away from fire prevention rock wool (310) direction, is hugged closely the wall body setting to fixed with the wall body with penetrating nail, it has the structural adhesive to fill between the tip of perk and wall body or horizontal fossil fragments (302) bottom surface.

6. A north-shan style curtain wall construction in accordance with claim 1, wherein: the embedded part II (700) comprises an anchor plate (701) and anchor bars (702) positioned at four corners of the bottom surface of the anchor plate (701), wherein the anchor bars (702) are hot-working type HRB400 steel bars, the anchor bars (702) are fixed with the anchor plate (701) in a T-shaped vertical welding mode, accessory steel bars (703) are fixed at the bottom of the anchor bars (702) in a welding mode, the accessory steel bars (703) are tightly attached to the anchor bars (702) in a welding mode, and the length of the accessory steel bars is 1/4-1/3 of the length of the accessory steel bars (703).

7. A north-shan style curtain wall construction in accordance with claim 1, wherein: the aluminum veneer (107) is bent all around in the same direction to form a frame structure, stiffening ribs (112) are arranged in the frame at horizontal intervals, two side flange plates at two ends of each stiffening rib (112) are fixed with the bending parts of the aluminum veneer through angle codes (113), each stiffening rib (112) is of a U-shaped structure formed by bending 35 x 25 x 2-3 mm galvanized steel sheets, welding bolts (114) are welded on the bottom plate surface of each stiffening rib (112) at intervals, each angle code (113) is formed by folding paper by the aluminum veneer, and the distance between every two adjacent stiffening ribs (112) is 500-600 mm.

8. A north-shan style curtain wall construction in accordance with claim 1, wherein: round window (102) include glass, be located casement (110) of glass tip both sides, block hollow line (125) on unilateral casement (110), casement (110) are fixed with the fastener on the structure main part, the fastener is axisymmetric structure, including middle part U type structure (115) and be located U type structure (115) both sides connecting plate one (116), connecting plate one (116) is fixed with the structure main part through penetrating the nail, U type structure (115) top surface is equipped with hook-shaped buckle (117) that are used for block fixed casement (110).

9. A north-shan style curtain wall construction in accordance with claim 1, wherein: the door and window (103) are bridge-cut-off heat-insulating door and window, bridge-cut-off heat-insulating door and window's door and window block is fixed on bridge-cut-off door and window frame (118), bridge-cut-off door and window frame (118) block is fixed on the stationary blade, and the stationary blade is axisymmetric structure, including middle part isosceles trapezoid structure (120) and be located isosceles trapezoid structure (120) both sides connecting plate two (121), connecting plate two (121) are fixed with the structure main part through penetrating the nail, and isosceles trapezoid structure (120) top surface is equipped with hook-shaped buckle two (126) that are used for block bridge-cut-off door and window frame (118), it has waterproof cement mortar (122) to fill between stationary blade and the main part structure, is equipped with in proper order from inside to outside on the structure main part that is located the outdoor side and overflows cement layer (123), heat preservation sheet (124) and finish coat (127).