CN212271224U - Fast-assembling steel construction and solar energy multi-functional formula building - Google Patents

Abstract

The utility model relates to a fast-assembling steel construction and solar energy multiple function type building belongs to steel construction assembled farm three-dimensional production of planting and raising or living and face and build the house field. The wall comprises four vertical walls which are sequentially connected end to end, wherein each vertical wall comprises connecting beams arranged at the upper end and the lower end, and the connecting beams are connected through inserted vertical columns; the top end and the bottom end of each vertical wall with two opposite surfaces are respectively inserted with a transverse strut, a connecting beam is provided with a vertical column clamping groove, and the vertical column clamping grooves are matched with vertical columns; and the connecting beam is provided with a cross brace clamping groove which is matched with the cross brace. The utility model discloses simple structure, the equipment is simple, can confirm installation length according to the actual place. The installation method is simple, feasible, scientific and reasonable.

Description

Fast-assembling steel construction and solar energy multi-functional formula building

Technical Field

The utility model relates to a fast-assembling steel construction and solar energy multiple function type building belongs to steel construction assembled farm three-dimensional production of planting and raising or living and face and build the house field.

Background

The traditional sunlight greenhouse can not meet the planting and breeding conditions of organic food, the conventional container for efficient three-dimensional planting is called a container farm and is popularized in developed countries, the artificial intelligent three-dimensional planting has the production conditions of high efficiency and organic food, but the manufacturing and production cost is high, the energy demand cost is high, the transportation cost is outstanding, the space utilization rate is low and the like, and the development trend of high-efficiency agriculture is inspired.

The container is not only used for agricultural planting, but also is widely applied to temporary hotels and engineering dormitory houses in tourist areas in very fiery years. Still has the defects of transportation limitation, large energy consumption, poor heat insulation in the hot space in winter and summer, large dependence on conventional energy sources and the like.

SUMMERY OF THE UTILITY MODEL

The to-be-solved technical problem of the utility model is: overcome prior art's not enough, provide a fast-assembling steel construction, simple structure, the equipment is simple, can confirm installation length according to the actual place. The installation method is simple, feasible, scientific and reasonable.

Still provide a solar energy multi-functional formula building, the equipment is simple, can realize multilayer multiaspect daylighting, has best space utilization, is fit for remote transportation and a lot of quick roll-over dress, extensively is used for the high-efficient farm of artificial intelligence to plant three-dimensionally, engineering man dormitory, disaster area transition arrangement room, interim hospital, barracks, vacation villages, hotel, collects high-efficient, energy-conservation, environmental protection, anti-typhoon, antidetonation advantage in an organic whole, is the replacement of upgrading of container room.

The utility model discloses a fast-assembling steel structure, including four sides vertical wall that end to end in order, vertical wall includes the tie-beam of locating upper and lower both ends, connects through cartridge upstand between the tie-beam; the top end and the bottom end of each vertical wall with two opposite surfaces are respectively inserted with a transverse strut, a connecting beam is provided with a vertical column clamping groove, and the vertical column clamping grooves are matched with vertical columns; and the connecting beam is provided with a cross brace clamping groove which is matched with the cross brace.

Further preferably, one set of oppositely arranged vertical walls is a gable wall; the other group of vertical wall is an outer wall, the gable walls are sequentially connected with the outer wall, each gable wall comprises gable connecting beams arranged at two ends, and gable vertical columns are arranged between the gable connecting beams; the outer wall comprises outer wall connecting beams arranged at two ends, outer wall vertical columns are arranged between the outer wall connecting beams, and cross braces are arranged between a group of outer wall connecting beams; an outer wall vertical column clamping groove is formed in the outer wall connecting beam and is matched with the outer wall vertical column; the outer wall connecting beam is provided with a cross brace clamping groove which is matched with the cross brace; the gable connecting beam is provided with a gable vertical column clamping groove, and the gable vertical column clamping groove is matched with the gable vertical column.

Further preferably, the connection part of the gable wall and the outer wall is provided with a unit reinforcing column for connection.

Further preferably, the gable is provided with a gable diagonal brace, and two ends of the gable diagonal brace are respectively connected with connecting beams at two ends of the gable; an outer wall diagonal brace is arranged on the outer wall, and two ends of the outer wall diagonal brace are respectively connected with connecting beams at two ends of the outer wall; space diagonal braces are arranged among the group of gable walls, the group of outer walls or between the gable walls and the outer walls.

Further preferably, the outer wall connecting beam comprises an outer wall base material profile, an outer wall transverse connection composite profile is arranged above the outer wall base material profile, a cross brace clamping groove is formed in the outer wall transverse connection composite profile, an outer wall vertical connection composite profile is arranged on one side of the outer wall base material profile, and an outer wall vertical column clamping groove is formed in the outer wall vertical connection composite profile.

Further preferably, the width of the outer wall vertical connection composite section bar is not more than the width of the outer wall base material section bar on the connection surface of the outer wall vertical connection composite section bar and the outer wall base material section bar.

Further preferably, the outer wall connecting beam comprises an outer wall base material profile, an outer wall transverse connection composite profile is arranged above the outer wall base material profile, a cross brace clamping groove is formed in the outer wall transverse connection composite profile, an outer wall vertical connection composite profile is arranged on one side of the outer wall transverse connection composite profile, an outer wall vertical column clamping groove is formed in the outer wall vertical connection composite profile, and the outer wall transverse connection composite profile and the outer wall vertical connection composite profile are located on the same side of the outer wall base material profile.

Further preferably, the gable connecting beam comprises a gable base material profile, a gable transverse connection composite profile is arranged above the gable base material profile, a gable vertical connection composite profile is arranged on one side of the gable base material profile, and a gable vertical column clamping groove is formed in the gable vertical connection composite profile.

Further preferably, the width of the gable vertical connecting composite section bar is not more than the width of the gable base material section bar on the connecting surface of the gable vertical connecting composite section bar and the gable base material section bar.

Further preferably, the middle part of the gable is provided with a middle gable connecting beam, the middle part of the outer wall is provided with a middle outer wall connecting beam, and an interlayer cross brace is arranged between the two middle outer wall connecting beams which are oppositely arranged. The interlayer cross brace is consistent with the cross brace structure. The middle gable connecting beam and the gable connecting beam are consistent in structure; the middle outer wall connecting beam and the outer wall connecting beam are consistent in structure.

Further preferably, the gable connecting beam can be connected and extended through a beam connecting piece; the outer wall connecting beam can be connected and extended through the beam connecting piece; the beam connecting piece is a square connecting pipe or a U-shaped connecting plate or a bending connecting plate.

Further preferably, gable and outer wall bottom all be equipped with ground foot spare, ground foot spare is established to the I shape, including bottom plate and roof, is equipped with the web between bottom plate and the roof, sets up the bolt hole on the roof, rag bolt passes bolt hole connection gable or outer wall.

Further preferably, the rainwater collecting pipe comprises a bent collecting groove, and a mounting strip is arranged on one side of the collecting groove.

Further preferably, at least one layer of anticorrosive coating is coated on the outer surfaces of the connecting beam, the cross brace, the vertical column, the inclined brace and the space inclined brace.

The utility model discloses a fast-assembling steel construction installation method, including following step:

(1) placing the outer wall connecting beams according to the design size, installing outer wall vertical columns in the outer wall vertical column clamping grooves of the outer wall connecting beams to form outer walls, and installing two outer walls; hoisting the outer walls, mounting gable connecting beams at two ends of two outer walls, and mounting crossbars on the crossbars clamping grooves of the outer wall connecting beams; the gable connecting beam is provided with a gable vertical column, the joint of the gable and the outer wall is provided with a unit reinforcing column, and the unit reinforcing column is positioned on one side of the gable;

(2) a gable diagonal brace is arranged on the gable; an outer wall inclined strut is arranged on the outer wall;

(3) a space diagonal brace is arranged between the outer walls.

Further preferably, the cross brace is flush with the upper edge of the cross brace clamping groove; the gable vertical post is flush with the outer edge of the clamping groove of the gable vertical post; the outer wall vertical post is flush with the outer edge of the outer wall vertical post clamping groove.

The solar multifunctional building adopting the fast-assembly steel structure comprises the fast-assembly steel structure, wherein a heat insulation bridge-cut-off plate is arranged on the outer side of the fast-assembly steel structure, enclosure plates are arranged on the other side of the heat insulation bridge-cut-off plate, supporting pieces are arranged between adjacent enclosure plates, one end of each supporting piece is connected with the fast-assembly steel structure, the adjacent enclosure plates are connected through fixing pressing strips, and the fixing pressing strips are arranged on the outer sides of the enclosure plates;

the enclosure guard plate of the shady side outer wall is a non-light-transmitting enclosure guard plate, and the rest enclosure guard plates are light-transmitting enclosure guard plates.

Further preferably, the top end of the sun-facing outer wall is provided with a rainwater collecting pipe.

Further preferably, the external wall of the shady surface is provided with an internal and external hanging stair corresponding to the internal and external hanging stairs, and the external wall of the shady surface is provided with an access door.

The utility model discloses a solar energy multi-functional formula building installation method, including following step:

(1) mounting a fast-assembling steel structure;

(2) a heat insulation bridge-cut-off plate is arranged outside the fast-installation steel structure;

(3) the mounting sequence of the enclosure plate is as follows: the upper part of the cross brace at the bottom end of the outer wall, the upper part of the cross brace at the top end of the outer wall, the outer wall and the gable wall;

(4) and a rainwater collecting pipe is arranged at the top end of the outer wall of the sun-facing surface.

Compared with the prior art, the beneficial effects of the utility model are that:

1. the utility model adopts the outer wall connecting beam, the outer wall vertical columns are connected through the outer wall vertical column clamping grooves, the cross braces are connected through the cross brace clamping grooves, and the length of the outer wall connecting beam can be prolonged through the beam connecting piece; adopt the gable tie-beam, through gable perpendicular post draw-in groove connection gable perpendicular post, can prolong the length of gable tie-beam through the roof beam connecting piece, can assemble the fast-assembling steel construction that needs length and needs the number of piles, the equipment is simple and easy, uses extensively. The efficient and rapid field assembly is realized, the solar light steel active low-rise modular building with any horizontal length and width and high layer number is realized, and all steel structures are standard parts produced in factories.

2. The mounting method of the fast-assembling steel structure is simple, feasible, scientific and reasonable.

3. Solar energy multi-functional formula building, provide a high-efficient quick on-the-spot assembled, the active low level modularization building of solar energy light steel of arbitrary horizontal length width and number of piles layer height, all steel construction all are the standard component of factory production. The multifunctional container house has the advantages of being capable of achieving multi-layer multi-surface lighting, having the best space utilization rate, being suitable for long-distance transportation and repeated quick folding and packing, being widely used for artificial intelligent high-efficiency farm three-dimensional planting and breeding, engineering worker dormitories, disaster area transition arrangement rooms, temporary hospitals, barracks, vacation villages and hotels, integrating the advantages of being efficient, energy-saving, environment-friendly, typhoon-resistant and anti-seismic, and being an upgrading replacement of the container house. The installation method is simple, feasible, scientific and reasonable.

Drawings

FIG. 1 is a schematic structural view of an embodiment of the quick-assembly steel structure of the present invention,

figure 2 is a front view of an embodiment of the quick-assembly steel structure according to the present invention,

figure 3 is a top view of an embodiment of the quick-assembly steel structure according to the present invention,

figure 4 is a right side view of an embodiment of the quick-install steel structure according to the present invention,

FIG. 5 is a schematic cross-sectional view of an embodiment of the quick-assembly steel structure according to the present invention,

figure 6 is a schematic view of the structure of a wall,

figure 7 is a schematic perspective view of a first external wall connecting beam,

figure 8 is an enlarged schematic view of the structure at a in figure 6,

figure 9 is a schematic perspective view of a first external wall connecting beam,

figure 10 is a front view structural schematic diagram of the first external wall connecting beam,

FIG. 11 is a schematic perspective view of a second external wall connecting beam,

figure 12 is a front view structural schematic diagram of an external wall connecting beam II,

figure 13 is a top plan view of figure 12,

figure 14 is a left side view of figure 12,

figure 15 is an enlarged view of the structure at B in figure 12,

figure 16 is a schematic perspective view of the third connecting beam of the outer wall,

figure 17 is an enlarged view of the structure of figure 16 at C,

figure 18 is a front view structural schematic diagram of an external wall connecting beam III,

figure 19 is an enlarged view of the structure of figure 18 at D,

figure 20 is a left side view of figure 18,

figure 21 is a schematic perspective view of a gable connecting beam I,

figure 22 is a front view structural schematic diagram of a gable connecting beam I,

figure 23 is a bottom view of figure 22,

figure 24 is a left side view of figure 22,

FIG. 25 is a schematic perspective view of a second gable connecting beam,

figure 26 is an enlarged view of figure 25 at E,

FIG. 27 is a schematic front view of a second gable connecting beam,

figure 28 is an enlarged view of the structure at F of figure 27,

figure 29 is a left side view of figure 27,

figure 30 is a schematic perspective view of a upstand,

figure 31 is a front view schematic of the upstand,

figure 32 is a top plan view of figure 31,

figure 33 is a schematic cross-sectional view G-G of figure 31,

figure 34 is one of the schematic perspective views of a gable structure,

FIG. 35 is a second schematic perspective view of a gable structure,

figure 36 is one of the schematic perspective views of the diagonal brace,

figure 37 is an enlarged schematic view at H of figure 35,

figure 38 is a front view schematic diagram of the sprag,

FIG. 39 is a schematic sectional view of the structure of J-J in FIG. 38,

figure 40 is an enlarged view of the structure at K in figure 39,

FIG. 41 is a schematic sectional view of I-I in FIG. 38,

figure 42 is an enlarged view of the structure at L in figure 41,

figure 43 is a top view of figure 38,

figure 44 is a schematic perspective view of a rain gutter,

figure 45 is a front view schematic view of a rain gutter,

figure 46 is a schematic perspective view of the footing element,

figure 47 is a front view of the footing element,

FIG. 48 is a structural view showing a state where the coupling beam is coupled to the ground member,

figure 49 is one of the schematic structural views of a beam connector,

figure 50 is a second schematic view of the beam connector configuration,

fig. 51 is a third schematic view of a beam connector structure.

In the figure, the device comprises a fast-assembly steel structure 1, a light-transmitting enclosure plate 3, a light-transmitting interlayer floor 4, foot margin parts 5, a heat-insulating bridge-cut-off plate 6, a fixing batten 8, a support part 9, a rainwater collecting pipe 10 and an internal and external hanging stair;

1.1, an outer wall connecting beam 1.2, an outer wall vertical column 1.3, a unit reinforcing column 1.4, a cross brace 1.5, an outer wall inclined brace 1.6, a space inclined brace 1.7, a beam connecting piece 1.8 and a gable connecting beam;

1.11, a first external wall connecting beam 1.12, a second external wall connecting beam 1.13 and a third external wall connecting beam;

1.111, an outer wall base layer section bar 1.112, an outer wall transverse connection composite section bar 1.113, an outer wall vertical connection composite section bar 1.114, a cross brace clamping groove 1.115 and an outer wall vertical column clamping groove;

1.51, a first diagonal strut 1.52 and a second diagonal strut;

1.81, a gable connecting beam I1.82 and a gable connecting beam II;

1.811, a gable basic layer section bar 1.812, a gable transverse connection composite section bar 1.813, a gable vertical connection composite section bar 1.814 and a gable vertical column clamping groove;

4.1, a bottom plate 4.2, a web plate 4.3, a top plate 4.4 and foundation bolts;

9.1, mounting bars 9.2 and a collecting tank;

Detailed Description

The technical solution in the embodiments of the present invention will be further clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention:

example 1

As shown in fig. 1 to 51, the solar multifunctional building assembled by the fast-assembly steel structure is used as a house for an organic plant production factory.

The building has four floors, the length is 60M multiplied by the width is 21M multiplied by the height is 12M, the building area is 1260 multiplied by 45040M 2, the height of the module floor is 3M, and the width of the room is 3M.

The utility model discloses a fast-assembling steel structure, including four sides vertical wall that end to end in order, vertical wall includes the tie-beam of locating upper and lower both ends, connects through cartridge upstand between the tie-beam; the top end and the bottom end of each vertical wall with two opposite surfaces are respectively inserted with a transverse strut, a connecting beam is provided with a vertical column clamping groove, and the vertical column clamping grooves are matched with vertical columns; and the connecting beam is provided with a cross brace clamping groove which is matched with the cross brace.

One group of vertical wall which are oppositely arranged is a gable wall; the other group of vertical wall is an outer wall, the gable wall and the outer wall are sequentially connected, the gable wall comprises gable connecting beams 1.8 arranged at two ends, and gable vertical columns are arranged between the gable connecting beams 1.8; the outer wall comprises outer wall connecting beams 1.1 arranged at two ends, outer wall vertical columns 1.2 are arranged between the outer wall connecting beams 1.1, and cross braces 1.4 are arranged between a group of outer wall connecting beams 1.1; an outer wall vertical column clamping groove 1.115 is formed in the outer wall connecting beam 1.1, and the outer wall vertical column clamping groove 1.115 is matched with the outer wall vertical column 1.2; a cross brace clamping groove 1.114 is formed in the outer wall connecting beam 1.1, and the cross brace clamping groove 1.114 is matched with the cross brace 1.4; the gable connecting beam 1.8 is provided with a gable vertical post clamping groove 1.814, and the gable vertical post clamping groove 1.814 is matched with the gable vertical post.

In actual installation, the external wall connecting beam can be adopted to replace a gable connecting beam; because outer wall tie-beam and gable tie-beam structure are similar, but the outer wall tie-beam possesses the effect of cartridge stull, and the gable tie-beam does not possess.

The connecting beam comprises a gable connecting beam and an outer wall connecting beam, the connecting beam can be processed and produced through a scribing, cutting and welding process, and the last process of the connecting beam is to spray 1-2 layers of anticorrosive paint, such as acrylic, epoxy or polyurethane anticorrosive paint, or to spray plastic, such as epoxy or propylene, so as to obtain a finished product. The connecting beam can also be formed by marking lines on the corresponding surface of the base material section according to the design density of the cross braces and the vertical columns, or a special die is arranged, the section length of the corresponding transverse connecting composite section is cut and then welded according to the marking lines, and a cross brace clamping groove is reserved; cutting the length of the section of the corresponding vertical connection composite section, and welding according to a marking line to reserve a vertical column clamping groove; and obtaining a finished connecting beam.

The junction of the gable wall and the outer wall is provided with a unit reinforcing column 1.3 for connection.

The gable is provided with a gable diagonal brace, and two ends of the gable diagonal brace are respectively connected with gable connecting beams at two ends of the gable; an outer wall inclined strut 1.5 is arranged on the outer wall, and two ends of the outer wall inclined strut 1.5 are respectively connected with connecting beams at two ends of the outer wall; space inclined struts 1.6 are arranged among a group of gable walls, a group of outer walls or between the gable walls and the outer walls. The diagonal brace and the space diagonal brace are made of 40 multiplied by 60 multiplied by 1.5 multiplied by 6000mm hot galvanizing materials. The gable diagonal brace comprises a first diagonal brace 1.51 and a second diagonal brace 1.52 which are arranged in a mutually crossed manner, and the top ends of the first diagonal brace and the second diagonal brace are connected with the gable connecting beam at the top end; the structure of the outer wall diagonal brace is consistent with that of the gable diagonal brace; the space diagonal brace is consistent with the structure of the gable diagonal brace.

As shown in fig. 11-20, the second connecting beam 1.12 and the third connecting beam 1.13 are similar in structure, and the cross section of the vertical connecting composite profile of the outer wall is different from the matching specification of the profile of the base material of the outer wall. The outer wall connecting beam 1.1 comprises an outer wall base material section bar 1.111, an outer wall transverse connecting composite section bar 1.112 is arranged above the outer wall base material section bar 1.111, a cross brace clamping groove 1.114 is formed in the outer wall transverse connecting composite section bar 1.112, the volume of the cross brace clamping groove is 51 multiplied by 100mm, the cross distance, the center distance and the 700mm are arranged, an outer wall vertical connecting composite section bar 1.113 is arranged on one side of the outer wall base material section bar 1.111, and an outer wall vertical column clamping groove 1.115 is formed in the outer wall vertical connecting composite section bar 1.113. The external wall vertical post clamping groove is 81 mm multiplied by 80mm, the groove distance, the center distance and 1210 mm. On the surface of the outer wall vertical connection composite section bar 1.113 connected with the outer wall base material section bar 1.111, the width of the outer wall vertical connection composite section bar 1.113 is not more than the width of the outer wall base material section bar 1.111.

The outer wall connecting beam is formed by combining three independent sectional materials into a whole through mechanical connection, an outer wall base material sectional material, an outer wall transverse connecting composite sectional material which is combined and connected up and down, and an outer wall vertical connecting composite sectional material which is combined and connected with the left side and the right side are fixed on a special-shaped component which is integrated.

The outer wall base material section bar 1.111 adopts square steel 100 multiplied by 2.0 multiplied by 6000mm, the cross brace adopts square steel 50 multiplied by 100 multiplied by 2.0 multiplied by 6000mm, the outer wall vertical column adopts square steel 80 multiplied by 2.0 multiplied by 6000mm, the outer wall base material section bar 1.111, the outer wall transverse connection composite section bar 1.112, the outer wall vertical connection composite section bar 1.113, the cross brace and the outer wall vertical column are all made of Q345 hot galvanizing rectangular steel. The left side of the outer edge of the outer wall base material section is aligned with the left side, the right side of the outer edge of the outer wall base material section is aligned with the right side, and the outer wall base material section and the transverse connection composite section can be compositely fixed through welding, wire connection or bonding agent and wire connection; the outer wall collecting section bar and the vertical connecting composite section bar can be compositely fixed by welding, wire bonding or bonding agent and wire bonding.

Any one of the left side and the right side of the external wall base material section is compounded with a 6000X 100X 50X 2.0mm Q235b hot galvanizing rectangular pipe 1-9, the welding process is adopted to compound and fix the rectangular pipe into a whole, and the long side is a compound surface.

The three sections are welded into a whole, cutting is carried out according to the density of a designed cross brace, namely a building steel structure, the clamping groove part is reserved in advance during welding and is not welded, if the span of the section of the cross brace 1-4100 multiplied by 50 multiplied by 2.0 is 4000mm, the root distance is 600mm, the specification of the clamping groove 1-10 is 51mm, processing is carried out according to the designed density of vertical columns by adopting the same method, if the floor height is 3000, the column distance is 1200mm, and the specification of the cutting clamping groove 1-9 is 101 multiplied by 50.

The gable connecting beam 1.8 comprises a gable base material profile 1.811, a gable transverse connection composite profile 1.812 is arranged above the gable base material profile 1.811, a gable vertical connection composite profile 1.813 is arranged on one side of the gable base material profile 1.811, and a gable vertical column clamping groove 1.814 is formed in the gable vertical connection composite profile 1.813.

The width of the vertical gable connecting composite section bar 1.813 is not more than the width of the vertical gable base material section bar 1.811.

The gable connecting beam and the outer wall connecting beam are similar in structure and processing mode, and are not described in detail.

The gable connecting beam 1.8 has two structures, namely a gable connecting beam I1.81 and a gable connecting beam II 1.82, and the gable connecting beam I1.81 and the gable connecting beam II 1.82 are similar in structure. The cross section of the gable vertical connecting composite section bar is matched with the matching surface of the gable base material section bar in different specifications.

The gable middle part is equipped with middle gable tie-beam, and the outer wall middle part is equipped with middle outer wall tie-beam, is equipped with the stull between two middle outer wall tie-beams of mutual disposition. The middle gable connecting beam is consistent with the gable connecting beam in structure; the middle outer wall connecting beam and the outer wall connecting beam are consistent in structure; the interlayer cross brace is consistent with the cross brace structure.

The interlayer wales are provided with light-transmitting enclosure plates which are interlayer light-transmitting plates, and the interlayer light-transmitting plates can be made of 6mm multiplied by 6mm 12L toughened laminated glass with the specification of 1000 multiplied by 1800 mm.

The gable connecting beam 1.8 can be connected and extended through a beam connecting piece 1.7; the external wall connecting beam 1.1 can be connected and extended through a beam connecting piece 1.7; the beam connecting piece 1.7 is a square connecting pipe or a U-shaped connecting plate or a bending type connecting plate. The tie-beam is the load support body of connecting vertical column and stull, and the length of tie-beam has decided the length of building simultaneously, and the tie-beam accessible roof beam connecting piece realizes wantonly long.

Gable and outer wall bottom all are equipped with ground foot spare 4, and ground foot spare 4 sets up to the I shape, including bottom plate 4.1 and roof 4.3, is equipped with web 4.2 between bottom plate 4.1 and the roof 4.3, offers the bolt hole on the roof 4.3, and rag bolt 4.4 passes bolt hole connection gable or outer wall. The footing piece is a channel steel with the thickness of 14 multiplied by 5 multiplied by 8.0mm, and is preserved by epoxy coal tar pitch.

The rainwater collecting pipe 9 comprises a bent collecting groove 9.2, and a mounting strip 9.1 is arranged on one side of the collecting groove 9.2. The rainwater collecting pipe PVC is 108 multiplied by 5.0 multiplied by 12000mm, the rainwater pipe is installed to a north wall, the light-transmitting wall of the roof is provided with a north-south fall of 2.50mm, and the middle part of the roof can be designed into a water-draining gutter.

The outer wall connecting beam is used for the bottom of the outer wall, and the outer wall vertical connecting composite section is flush with the bottom surface of the outer wall base material section; the outer wall connecting beam is used for the upper part of the outer wall, and the outer wall vertical connecting composite section bar is flush with the top surface of the outer wall base material section bar; the outer wall of the middle outer wall connecting beam is vertically connected with the top surface and the bottom surface of the composite section bar, and the middle part and the lower part of the outer wall base material section bar can be located.

The gable vertical columns in the gable connecting beam can be clamped on the left side and the right side of the gable base material profile. The outer wall vertical post clamping grooves and the cross brace clamping grooves on the two sides of the outer wall are aligned, all the outer wall vertical post clamping grooves and all the cross brace clamping grooves from the end head to the middle of the outer wall connecting beam cannot be aligned, the outer wall vertical post clamping grooves and the cross brace clamping grooves must be staggered, the end head part must be a cross brace clamping groove, and the outer wall vertical post clamping grooves are arranged in an inward extending mode.

The surface layers of all the steel components are provided with at least one or more layers of anticorrosive coatings.

The utility model discloses a fast-assembling steel construction installation method, including following step:

(1) marking lines on the prepared cement ground or leveled foundation according to design data, placing 10 longitudinal external wall connecting beams 1.1 at corresponding positions, and connecting and fixing by using beam connecting pieces 1.7; so horizontal 4 rows, 4 rows interval 3000mm that transversely put, 12000mm location altogether are put, and the outer wall upstand draw-in groove is up.

The outer wall connecting beam is characterized in that outer wall vertical columns are installed in the outer wall vertical column clamping grooves of the outer wall connecting beam to form an outer wall, the outer wall connecting beam is fixed by self-tapping dovetail nails and can be reinforced by spot welding, and supporting pieces 8 are installed between the bottoms of the outer wall connecting beam and the outer wall vertical columns; the bottom of the outer wall connecting beam is vertically arranged with the outer wall vertical column; the bottom of the outer wall connecting beam in the longitudinal direction is provided with a ground foot piece 4, the joint of the ground foot piece and the joint of the outer wall connecting beam are arranged in a staggered mode, the connecting strength of the beams is guaranteed, and after the installed vertical column part is hoisted, the outer wall connecting beam is connected with the gable connecting beam; and (4) sequentially installing and hoisting the rear 7 segmented outer wall connecting beams, and temporarily supporting and fixing the connecting beams, so that the left outer wall is erected. And connecting the outer wall connecting beams on the right side, installing and hoisting the vertical columns, temporarily supporting and fixing, and erecting the outer wall on the left side according to the method. After the process is finished, the transverse supports 1.4 are sequentially installed after positioning.

Install gable vertical post between the upper and lower gable tie-beam, the gable one side of every unit tie-beam is equipped with the unit and strengthens the post. The back-shadow outer wall is provided with a door frame and an internal and external hanging stair.

(2) A gable diagonal brace is arranged on the gable; an outer wall inclined strut is arranged on the outer wall;

(3) space diagonal bracing is arranged between the two outer walls.

The cross brace is flush with the upper edge of the cross brace clamping groove; the gable vertical post is flush with the gable vertical post clamping groove) outer edge; the outer wall vertical post is flush with the outer edge of the outer wall vertical post clamping groove.

Therefore, fast-assembling steel construction part of solar energy multi-functional formula building of fast-assembling steel construction according to accomplishing.

The solar multifunctional building adopting the fast-assembly steel structure comprises a fast-assembly steel structure 1, wherein a heat insulation bridge-breaking plate 5 is arranged outside the fast-assembly steel structure 1, an enclosure plate is arranged on the other side of the heat insulation bridge-breaking plate 5, a supporting piece 8 is arranged between adjacent enclosure plates, one end of the supporting piece 8 is connected with the fast-assembly steel structure 1, the adjacent enclosure plates are connected through a fixed pressing strip, and the fixed pressing strip 6 is arranged outside the enclosure plates; and (3) carrying out hot-dip angle iron plastic spraying treatment on the supporting piece with the thickness of 50 multiplied by 4 mm. Wherein the apron plate of shady face outer wall is non-printing opacity apron plate, and non-printing opacity apron plate is non-printing opacity adiabatic composite sheet 7, and bottom apron plate and north vertical surface wall can use non-printing opacity adiabatic composite sheet, and non-printing opacity adiabatic composite sheet 7 adopts 60X 1200X 3000 mm's PU foam composite sheet.

The rest enclosure plates are light-transmitting enclosure plates 2. The two gable walls and the sunward outer wall are light-transmitting enclosure plates, the light-transmitting enclosure plates can be made of 5mm +12mm +5mm toughened hollow argon glass, the thickness of the glass is 5mm, the thickness of the hollow layer is 12mm, and the specification of the toughened hollow argon glass is 1200 multiplied by 3000 mm.

The light-transmitting enclosure plate at the topmost ends of the two outer walls is a roof light-transmitting enclosure plate, and the roof light-transmitting enclosure plate can be a two-layer PC plate with the thickness of 15mm, the thickness of 1200mm and the thickness of 11000 mm.

Printing opacity backplate is except playing building enclosure basic function, mainly considering to utilize other light transmissivity, utilizes the solar photothermal of building, utilizes the sunlight heat energy to reduce the reliance to conventional energy, plays energy-efficient effect, printing opacity backplate 2 is mainly used for the utility model discloses the vertical wall and the roof of the three direction in east west south of building the utility model discloses the three direction in east west south of the building

The top end of the outer wall facing the sun is provided with a rainwater collecting pipe 9.

The back shade surface outer wall is provided with an inner hanging stair 10 and an outer hanging stair 10, and the back shade surface outer wall is provided with an access door corresponding to the inner hanging stair 10 and the outer hanging stair 10.

The unit steel amount is 20kg/m 2.

The utility model discloses a solar energy multi-functional formula building installation method, including following step:

(1) installing a fast-assembling steel structure 1;

(2) a heat insulation bridge-cut-off plate 5 is arranged outside the fast-assembling steel structure 1; the heat insulation bridge-cut-off plate can be a compressed cork plate with the specification of 80 multiplied by 2400 mm; the heat insulation bridge-cut-off board material used by the external wall and the gable wall can be a high-density PU foam board, the density is 100kg/m3, the density is 20 multiplied by 80 multiplied by 2400mm, and double-sided adhesive tape is adopted for temporary fixing; the heat insulation bridge-cut-off board material adopted by the roof is a high-density PU foam board with the density of 80kg/m3 and the density of 20 multiplied by 50 multiplied by 2400mm, and is temporarily fixed by double-sided adhesive tape.

The heat insulation bridge-cut-off plate can also adopt high-density PU, EVA and XPS organic foam boards, wood composite boards, rubber and plastic foam composite boards and pine boards, and is less than or equal to 0.11w/m.k, and also can adopt OSB boards; and the heat insulation performance of the building is improved.

(3) The mounting sequence of the enclosure plate is as follows: the upper part of the cross brace at the bottom end of the outer wall, the upper part of the cross brace at the top end of the outer wall, the outer wall and the gable wall; and sequentially installing the light-transmitting enclosure plates, fixing the light-transmitting enclosure plates by using fixing pressing strips, fixing clips and screws, and injecting structural adhesive into seams. Can install roof board PC board in proper order, can respectively fix one deck PC board about the stull, double-deck PC board can obtain better thermal insulation performance.

The non-light-transmitting heat-insulating composite board is used for a non-light-transmitting wall, and the non-light-transmitting wall is a shady outer wall, namely a northward outer wall.

And installing a bottom layer enclosure plate, and installing and fixing a non-light-transmitting heat-insulating composite plate 8PU foam composite plate below or above the bottom layer cross brace.

Then, a light-transmitting interlayer enclosure guard plate, also called as a light-transmitting interlayer floor 3, can be arranged, and a toughened glue glass floor with the thickness of 36 multiplied by 612 mm of each light-transmitting interlayer floor is arranged on a cross brace in the middle; structural adhesive or double-sided adhesive with rubber foam sheets is coated between the upper surface of the cross brace and the toughened glass. The upper and lower connecting seams of the guard board between the light-transmitting layers can adopt an integrated dual-purpose pressing strip. Structural adhesive and double sided adhesive with rubber foam sheets are conventional in the art. Floor 3 between printing opacity layer is mainly used for having the planting and breeding of daylighting needs, and the top sets up printing opacity apron board 2, can see through multilayer space and combine the daylighting demand that the daylighting of vertical plane satisfies the lower floor, reduces the energy consumption to the power consumption illumination. The light-transmitting interlayer guard plate can be made of toughened laminated glass, such as 12L toughened laminated glass with the size of 6 multiplied by 6mm and 16L toughened laminated glass with the size of 8 multiplied by 8mm, 6 multiplied by 1000mm-1500 multiplied by 2000mm-3000mm and 8 multiplied by 8 mm-1000 mm-2000 mm-3500 mm.

(4) And a rainwater collecting pipe 9 is arranged at the top end of the outer wall of the sun-facing surface. The outer wall facing the sun is the south outer wall.

And installing an air conditioner and a soilless planting system, a northbound heat preservation door, a sun shading system and the like.

Installing various air conditioner water and electricity planting pipelines should be carried out before installing the interlayer light-transmitting plate 3.

The artificial intelligent automatic organic plant production factory built by the fast-assembly solar module building method of the utility model has the following comprehensive technical performance:

the seismic fortification intensity grade is more than 9 degrees;

the hurricane resistance is more than or equal to 13 grades;

fire resistance: building main material A-grade non-combustible;

the solar energy thermal efficiency rate in spring and autumn in winter is more than or equal to 75 percent;

in the sunny day at-20 ℃ in the second-class illumination resource area, the temperature can be about 26 ℃ and the temperature is more than or equal to 12 ℃ at night (no air-conditioning working state), the cultivation of leafy vegetables and most mushrooms can be ensured, and the energy is saved by more than 50% compared with the energy saved by a common container building.

Airtightness: n50 is less than or equal to 0.6;

the snow load resistance is more than or equal to 80kg/m 2;

the service life is more than or equal to 35 years;

the construction period is 12-15 days;

the disassembly and assembly utilization is more than or equal to 15 times;

the cost is saved by 40-80% compared with the transportation cost of a container;

the space utilization rate is improved by about 25 percent;

the building assembly rate is more than or equal to 99 percent;

example 2

As shown in fig. 1-51, fast-assembling steel construction, outer wall tie-beam 1.1 include outer wall substrate material section bar 1.111, outer wall substrate material section bar 1.111 top is equipped with outer wall transverse connection composite section bar 1.112, set up stull draw-in groove 1.114 on the outer wall transverse connection composite section bar 1.112, outer wall transverse connection composite section bar 1.112 one side is equipped with outer wall vertical connection composite section bar 1.113, set up outer wall upstand draw-in groove 1.115 on the outer wall vertical connection composite section bar 1.113, outer wall transverse connection composite section bar 1.112 and outer wall vertical connection composite section bar 1.113 are located outer wall substrate material section bar 1.111 with one side. As shown in fig. 7-10, the exterior wall connecting beam 1.1 adopts a structural mode of an exterior wall connecting beam one 1.11.

The light-transmitting enclosure plate can also be made of hollow or vacuum, common or functional glass, such as double super-white hollow or vacuum glass, double Low-e hollow or vacuum glass, or vanadium dioxide functional glass, according to the environment, climate condition and illumination condition of the application region, according to the design requirements, 5mm +12mm +5mm +6mm +15mm +6mm hollow, 4L +0.15V +4L vacuum, 5L +0.25V +5L vacuum glass, and the specification of 1000 plus 2400 x 2000 plus 5000 mm.

The light transmittance of the ultra-white glass is more than or equal to 91 percent, and the ultra-white vacuum glass has good light transmittance and good heat preservation performance of 0.7-0.9w/m.k 2. The Low-e glass is Low-radiation glass, so that the energy consumption of the air conditioner can be reduced by reducing solar radiation heat energy in summer, and the Low-e glass has good heat insulation performance although the radiation heat energy is reduced in winter.

The light-transmitting enclosure plate can also adopt a PC sunlight plate or a multilayer greenhouse film and the like, and has the advantages of lower economic cost, good breakage and impact resistance, simple and quick installation and the like compared with the glass. The PC sunlight plate has larger specifications, can be multi-layered, such as 5-25 (thickness) multiplied by 1200 plus 2400 (width) multiplied by any length, is particularly suitable for being used as a top enclosure protection plate, has light weight, high strength, can prevent hail, and has excellent comprehensive performances such as low light transmittance and thermal conductivity coefficient.

The non-light-transmitting heat-insulating composite board can be a sandwich composite board made of PU and XPS organic foams, can also be a rock wool glass wool, aluminum silicate, inorganic gel EPS composite board and aerogel composite board, is used for the north side wall and the bottom layer enclosure plate, has the thickness of 50-200mm, and can be selected according to the design of the heat transfer coefficient.

The bottom layer enclosure plate and the north vertical wall can use non-light-transmitting heat-insulating composite plates, such as inorganic gel EPS particle composite plates, organic foam or aerogel similar to EPS, small PS, PU and EVA, and sandwich composite plates made of glass wool and aluminum silicate inorganic heat-insulating materials.

The rest is the same as example 1.

Example 3

As shown in fig. 1-51, the solar multifunctional building assembled by the fast-assembly steel structure is used as a scenic spot vacation hotel, can be used in scenic spots such as seaside mountain forests and the like, and is particularly matched with the functional style of modern panoramic hotels.

The building is of a three-layer structure, the floor height is 3200mm, the total height is 9600mm, the room width is 4500mm, the left and right two rows of guest rooms are 2000mm of corridor, the total width is 11000mm, the length of a longitudinal unit room is 6000mm including a toilet, the total width is 30000mm, the room length is multiplied by the width by 30mm multiplied by 11mm multiplied by 9.6mm, and the building area is 990m 2.

1. Material

The method comprises the steps of:

1-11120X 60X 2.0X 6000mm of connecting beam base section bar, 50X 100X 2.0mm of vertical column, 60X 1200X 2mm of cross brace, 1210mm of vertical column distance, 610mm of cross brace density, and center distance of cross brace density; the vertical column clamping grooves are 101 mm multiplied by 50mm, the cross brace clamping grooves are 61 mm multiplied by 120mm, the material is Q235b, hot galvanizing and plastic spraying corrosion prevention are carried out, and the color is white.

The tie-beam includes the compound section bar of transverse connection, sets up the stull draw-in groove on the compound section bar of transverse connection, and the compound section bar bottom of transverse connection is equipped with basic unit's section bar, and horizontal compound section bar one side is equipped with vertical compound section bar, sets up the upstand draw-in groove on the vertical compound section bar, and stull draw-in groove and upstand draw-in groove are corresponding to be arranged.

The H-shaped steel with the size of 200 multiplied by 80 multiplied by 10mm of the ground foot piece is coated with plastics and is subjected to antiseptic treatment.

The 50X 4mm hot galvanizing plastic-sprayed layer of the support piece.

The outer surrounding light-transmitting protecting plate:

the vertical wall enclosure all adopts glass curtain walls on four sides, adopts 5mm +12mm +5mm double-silver double-Low-e glass with the specification of 1200 multiplied by 3200 mm; the light-transmitting plate of the roof enclosure is a manned roof, 8 multiplied by 8 vanadium dioxide functional toughened laminated glass, and a casement window is designed in each room.

The floor support plate:

since the light-transmitting floor in example 1 cannot be used according to the requirements of building functions, the OSB board has a specification of 20 × 1200 × 2400mm, and the cement fiberboard has a specification of 25 × 1200 × 2400mm, instead of the europa board + the wood floor, or the cement fiberboard + the tile (toilet), or the plastic floor.

Fourth, according to function demand corridor interior wall and room partition wall and furred ceiling, adopt integrated decoration buckle two sides fitment, material specification 450 supplyes 600 x 10 x arbitrary long bamboo wood fiber material, the unit is mm.

The gate is designed in the middle, the elevator and the walking ladder are designed, the main fire fighting passage is designed, and the steel structure of the elevator shaft can be made of the same materials as those of the building.

2. Mounting of

(1) Installing a quick-mounting steel structure in the same way as in the embodiment 1;

(2) installing the enclosure plate, as in example 1;

(3) the water supply and drainage pipeline and the strong and weak current pipeline are installed by adopting the prior conventional technology in the technical field and are not described in detail;

(4) the OSB board fiber cement board, the wood floor and the ceramic tile are installed, and the conventional technology in the technical field is adopted, so that the repeated description is omitted;

(5) bamboo-wood fiber pinch plates are arranged on the partition walls and the corridor decorative pinch plates, and the conventional technology in the technical field is adopted, so that the details are not repeated;

(6) installing the suspended ceiling buckle plate, adopting the prior conventional technology in the technical field, and not being repeated;

(7) the sanitary ware and the heating and ventilation system are installed by adopting the prior conventional technology in the technical field, and are not described again;

(8) the installation door and window adopts this technical field prior art, need not be repeated.

The solar multifunctional building assembled by the fast-assembly steel structure is used as a scenic spot vacation hotel, and the three-layer modern style scenic spot vacation hotel is completed, and the comprehensive technical parameters are as follows:

the seismic intensity fortification grade is 9 degrees;

the wind load resistance is more than or equal to 13 grade;

fireproof performance: the envelope is incombustible at class A, and the decorative plate is at class B1;

environmental protection E0 grade;

the building energy saving is more than or equal to 65 percent; the traditional glass curtain wall building is less than or equal to 18 percent;

the solar energy utilization rate is more than or equal to 50% in winter and spring, the temperature is more than or equal to 23 ℃ in daytime and more than or equal to 16 ℃ in sunny days at the temperature of 20 ℃ in winter, and no air conditioner is in a state;

because the vanadium dioxide glass and the double-Low-e glass have good radiation resistance and temperature reduction in summer, the energy consumption of the air conditioner is effectively reduced.

The number of detachable connections is more than or equal to 10 times;

the construction period includes decoration for 15-20 days, and the integrated assembly rate is more than or equal to 99 percent;

the service life is more than or equal to 35 years;

the contrast advantage with traditional container formula building:

1. compared with a container

Traditional container is produced in the mill, relies on car or train transportation to the use scene, and the characteristics that the cement ground that finishes can use, but receive transportation distance transportation cost's limitation and influence great, and general road transport vehicle width limit for width 2550mm, limit for height 2700mm, length is ≤ 17000mm, effective length 16000, also be its maximum specification be exactly: length × width × height 16000mm × 2550mm × 2750 mm.

The manufacturing cost of the container with the specification is basically equal to or even more than 3000km of freight charge, and the freight distance above 3000km is even a common business to engineering dormitories, quick scenic spots, hotels, planting and breeding factories and the like for freight distance transportation in Europe, America and Africa.

And adopted the utility model discloses the technology, the material that 5-7 containers were built can be transported in the space of transporting every 1 container to can accomplish the construction in short time fast, showing and reduce the cost of transportation, and can provide the space that is fit for more producing the residence.

The containers can be stacked in multiple layers, but the space utilization rate is low, water, electricity and air conditioners are installed in a centralized mode, and the operation and management of production and circulation are inconvenient. The utility model discloses a building can improve effective building space and manage about 25%, improves about space utilization 20%, the automatic centralized management of scale of being convenient for.

The traditional container enclosure protection plate is a color steel composite plate, has the characteristics of being cold in winter and hot in summer, is mainly dependent on higher energy consumption of an air conditioner, namely the solar energy is inconvenient to use, the corrugated plate sandwich heat insulation material is very sensitive to effective space ratio data, the low heat transfer coefficient and the structural strength are limited, the temperature of the container can reach 70-80 ℃ when solar radiation reaches the container in summer, the heat load generated to the space in the container is very large, part of the container is stopped for 4 hours by the air conditioner, the temperature in the container can reach more than 45 ℃, and the heat insulation property in winter is still poor. In case of power failure, the temperature-resistant limit damage of plant factory biological cultivation in the box can cause potential planting safety hazards.

The utility model discloses a building space four sides daylighting, solar thermal energy utilization ratio can reach 60%, and envelope adopts high-efficient energy-saving materials such as Low-e vanadium dioxide vacuum glass, because the enclosure is bulky, and it grows the facility raw materials in addition, the nutrient solution, the waterborne material is more, has the energy storage nature of good temperature, and the buffering has stabilized space temperature and has risen suddenly, than traditional container energy-conservation more than 50%, when using son to plant the mill, planting cost competition advantage is showing.

Traditional container planting factory, like in Shandong Jinan area, each container volume is: length x width x height 13.7 x 2.65 x 2.5, 34.25m2, average air conditioner power consumption per day in winter 12, 1, 2 months and summer 6, 7, 8 months is 57 kwh/day, 1.66kwh/m2 per square meter.

The utility model discloses an artificial intelligence planting mill volume that the method was built is: the length is multiplied by the width by the height is multiplied by 100m by 60m by 12m, the area is 6000m2, and a central air-conditioning heating and ventilation mode is adopted.

In 12-2 months in winter, the solar heat utilization advantage can be fully embodied, wherein the average daily rate is 420 kwh/day, and the average per square meter is 0.07kwh/m 2.

In summer 6-8 months, the average daily 1600 kwh/day, the average per square meter is 0.27keh/m2, in winter 12-2 months, and in summer 6-8 months, the average power consumption is 0.17kwh/m 2.

Compare traditional container 1.66kwh/m2 by above-mentioned data, the utility model discloses plant factory is 0.17kwh/m2, and the energy consumption is compared and is close 10 times, mainly embodies solar thermal energy utilization and space and envelope area ratio and space utilization to and envelope functional energy-saving material etc. comprehensive advantage.

2. Compared with a cold-formed thin-wall light steel building

The cold-formed thin-wall light steel assembly type building is obviously shorter than the traditional brick-concrete structure construction period, generally about 60 days, more complex in cold-formed thin-wall light steel structure, mainly of an integrated stable structure of OSB (oriented strand board) plate columns, poor in corrosion resistance due to more open wound surfaces of U-shaped grooves of thin-wall components, not suitable for high-humidity planting and breeding production, low in installation efficiency of thin-wall steel structures, and generally about 20 (formed houses)

Left and right). It is also not suitable for building a large room, and improves the planting and breeding utilization rate, although it is suitable for building villas, the multi-time dismounting rate is lower.

The utility model discloses a building construction cycle is short, realizes full standard component, quick simple assembly and many times dismouting, installation effectiveness improves 3-5 times than traditional cold-formed thin wall light steel building installation benefit, the construction cycle only be

The installation is fool-type, the installation workers do not need skill, the installation workers can be industrial workers, the cost of the installation workers can be obviously saved, and the installation cost is saved

Above, the disassembly rate is improved by 40%.

Conclusion in the examples:

the utility model discloses a multi-functional active building of fast-assembling solar energy to its high-efficient assembly efficiency of energy-efficient solar thermal energy utilization feature of environmental protection, dismouting material resource utilization rate, cheap construction cost advantage many times. The method is convenient for standard parts, standardization and industrialization, and has obvious substitute comprehensive advantages in the aspects of planting factories, scenic spot viewing hotels, disaster-resistant arrangement rooms, temporary schools, hospitals, barracks, engineering staff dormitories and the like compared with the traditional modes of containers, cold-formed thin-wall light steel and the like. The rest is the same as example 1.

The utility model discloses in to the direction of structure and the description of relative position relation, it is right not to constitute like the description from top to bottom all around the utility model discloses a restriction only is the description convenient.

Claims (8)

1. A fast-assembling steel structure is characterized by comprising four vertical surface walls which are sequentially connected end to end, wherein each vertical surface wall comprises connecting beams arranged at the upper end and the lower end, and the connecting beams are connected through inserted vertical columns; wherein the top end and the bottom end of the vertical wall with two opposite surfaces are respectively inserted with a transverse strut,

the connecting beam is provided with a vertical column clamping groove which is matched with the vertical column; and the connecting beam is provided with a cross brace clamping groove which is matched with the cross brace.

2. The quick-install steel structure as claimed in claim 1, wherein the set of oppositely disposed vertical walls is a gable wall; the other group of vertical wall is an outer wall, the gable wall and the outer wall are sequentially connected, the gable wall comprises gable connecting beams (1.8) arranged at two ends, and gable vertical columns are arranged between the gable connecting beams (1.8); the outer wall comprises outer wall connecting beams (1.1) arranged at two ends, outer wall vertical columns (1.2) are arranged between the outer wall connecting beams (1.1), and cross braces (1.4) are arranged between a group of outer wall connecting beams (1.1);

an outer wall vertical column clamping groove (1.115) is formed in the outer wall connecting beam (1.1), and the outer wall vertical column clamping groove (1.115) is matched with the outer wall vertical column (1.2); a cross brace clamping groove (1.114) is formed in the outer wall connecting beam (1.1), and the cross brace clamping groove (1.114) is matched with the cross brace (1.4);

the gable connecting beam (1.8) is provided with a gable vertical column clamping groove (1.814), and the gable vertical column clamping groove (1.814) is matched with the gable vertical column.

3. The fast-assembling steel structure of claim 2, characterized in that the gable is provided with a gable diagonal brace, and two ends of the gable diagonal brace are respectively connected with the connecting beams at two ends of the gable; an outer wall inclined strut (1.5) is arranged on the outer wall, and two ends of the outer wall inclined strut (1.5) are respectively connected with connecting beams at two ends of the outer wall; space diagonal braces (1.6) are arranged among the group of gable walls, the group of outer walls or between the gable walls and the outer walls.

4. The fast-assembling steel construction of claim 2, characterized in that, outer wall tie-beam (1.1) includes outer wall substrate section bar (1.111), is equipped with outer wall transverse connection composite section bar (1.112) above outer wall substrate section bar (1.111), sets up stull draw-in groove (1.114) on the outer wall transverse connection composite section bar (1.112), and outer wall vertical connection composite section bar (1.113) is equipped with outer wall vertical connection composite section bar (1.111) one side, sets up outer wall upstand draw-in groove (1.115) on the outer wall vertical connection composite section bar (1.113).

5. The fast-assembling steel construction of claim 2, characterized in that, the outer wall tie-beam (1.1) includes outer wall substrate section bar (1.111), be equipped with outer wall transverse connection composite section bar (1.112) above outer wall substrate section bar (1.111), set up stull draw-in groove (1.114) on outer wall transverse connection composite section bar (1.112), outer wall vertical connection composite section bar (1.113) is equipped with on outer wall transverse connection composite section bar (1.112) one side, set up outer wall vertical column draw-in groove (1.115) on outer wall vertical connection composite section bar (1.113), outer wall transverse connection composite section bar (1.112) and outer wall vertical connection composite section bar (1.113) are located outer wall substrate section bar (1.111) same side.

6. The fast-assembling steel construction of claim 2, characterized in that, gable coupling beam (1.8) includes gable substrate section bar (1.811), is equipped with gable transverse connection composite section bar (1.812) above gable substrate section bar (1.811), and gable vertical connection composite section bar (1.813) is equipped with on gable substrate section bar (1.811) one side, and gable upstand post draw-in groove (1.814) is seted up on gable vertical connection composite section bar (1.813).

7. The quick-installation steel structure according to any one of claims 2 to 6, characterized in that the gable connecting beam (1.8) is connected and extended by a beam connecting piece (1.7); the outer wall connecting beam (1.1) can be connected and extended through a beam connecting piece (1.7); the beam connecting piece (1.7) is a square connecting pipe or a U-shaped connecting plate or a bending type connecting plate.

8. The solar multifunctional building adopting the fast-assembling steel structure as claimed in claims 1-7 is characterized by comprising the fast-assembling steel structure (1), wherein a heat insulation bridge-breaking plate (5) is arranged on the outer side of the fast-assembling steel structure (1), containment plates are arranged on the other side of the heat insulation bridge-breaking plate (5), supporting pieces (8) are arranged between the adjacent containment plates, the adjacent containment plates are connected through fixing battens (6), and the fixing battens (6) are arranged on the outer sides of the containment plates;

the enclosure guard plate of the back shadow side outer wall is a non-light-transmitting enclosure guard plate, and the rest enclosure guard plates are light-transmitting enclosure guard plates (2).

Images