KR102113157B1 - Framework of multistory Korean-style building made up of steel-frame structure and having appearance of traditional Korean-style house - Google Patents

Abstract

The present invention relates to a multistory Korean-style house framework with an appearance of a traditional Korean-style house and a framework structure, in which the framework of the Korean-style house is formed by the framework structure and wood is attached to a steel material so that the framework structure is not exposed to the outside. Also, a roof and a frame of eaves have a shape of the traditional Korean-style roof and the frame of eaves.

Description

A framework of multistory Korean-style building made up of steel-frame structure and having appearance of traditional Korean-style house}

The present invention relates to a frame of a multi-layered hanok having a traditional hanok appearance while being made of a steel frame structure, and more specifically, while forming a frame of a hanok as a steel frame structure, the wood is adhered to the steel material so that the steel frame structure is not exposed to the outside. The roof and the eaves are related to the structure of a multi-layered hanok that has the appearance of a traditional hanok while being made of a steel structure that has the shape of a traditional korean roof and eaves.

Korean traditional hanok is constructed using wood as the main material, and the construction process of this is to create the foundation to be built first, place the foundation stone on the place where the pillar is to be built, and vertically set the pillar on the pillar, and then use beams and purlins on the pillar. After forming the frame, walls and windows are made between the pillars, and a roof is formed on the upper parts of the beams and purlins.

The traditional hanok pillars, beams, and purlins are mainly natural wood, so they are not only difficult to procure materials, but also expensive, and natural wood has a large contraction and expansion due to wet and dry, resulting in distortion or cracking after construction, resulting in weak structural stability. The roof covering tile has a problem in that it is molded from cement and clay, and the weight is excessive, thereby placing a burden on the frame.

In addition, the traditional construction method of Hanok is handed down to a small number of experts, and it takes a lot of labor costs and lengthens the construction period due to the difficulty of work because it relies on the work of natural wood or roof construction for a long time. There is a problem that the construction cost increases.

Registered Patent No. 934458 "Korean-style building with steel structure applied and its construction method" (December 21, 2009 registered) Registered Patent No. 1006225 "Modern Hanok with Steel Structure" (Dec. 29, 2010) Registered Patent No. 1730460 "Hybrid Hanok that mixes steel structure and traditional wooden construction technique and construction method of such hybrid Hanok" (Registration on April 20, 2017)

In order to solve the conventional problems as described above, the present invention forms a frame of hanok with a steel structure having excellent durability and structural stability and excellent workability, and adheres wood to the steel material so that the steel structure is not exposed to the outside and the roof and eaves. The purpose of the frame is to provide a framework of a multi-layered hanok having the appearance of a traditional hanok by making the shape of a traditional korean roof and eaves.

Multi-layered hanok frame made of steel structure according to the present invention and having the appearance of traditional hanok is a composite pillar in which steel and wood are mixed in such a way that wood is adhered to the surface of various steel materials used so that the steel structure is not exposed to the outside. , Composite girder, composite eaves, composite copper columns, composite beams are used as a three-layer frame of one layer having a starting layer, an intermediate layer, and a top layer, wherein the starting layer frame includes a composite pillar 10, a composite girder 20, The composite eaves 30 is used and joined to form a frame, and the intermediate layer frame is composed of a composite pillar 40, a composite girder 50, and a composite eaves 60 to be used and joined to form a frame. The composite pillar 70, the composite girder 80, the composite eaves 90, the composite magnetic column 100, and the composite beam 130 are used and joined to form a frame, and the intermediate layer bone is formed on the starting layer frame A jaw is installed, the top layer frame is installed on the middle layer frame, and the top layer frame may be characterized in that an integral wooden roof structure 160 made from the ground is installed.

In addition, the composite eaves 30 used for the starting layer frame and the composite eaves 60 used for the middle layer frame may be characterized in that an integral wooden eave structure 200 formed on the ground is installed.

모양으로 목재를 접합하여 형성하며, 상기 ㅑ자형 연결부재(22)의 마주보는 2개의 측판에는 볼트체결구멍이 형성되고, 상기 시작층 골조에 사용되는 복합 처마도리(30)는 각형강관의 좌·우측단에 ㅑ자형 연결부재(32)를 설치한 다음에

모양으로 목재를 접합하여 형성하고, 상기 ㅑ자형 연결부재(32)의 마주보는 2개의 측판에는 볼트체결구멍이 형성되는 것을 특징으로 할 수 있다.In addition, the composite column 10 used for the starting layer frame is bonded to the base plate 12 on the lower portion of the H-beam, the other base plate 13 on the upper portion of the H-beam and perpendicular to the upper base plate 13 After the X-shaped reinforcing member 14 is installed, it is formed by joining wood in the shape of □ on the surface of the H-shaped steel, and between the two successive side plates among the four side plates of the X-shaped reinforcing member 14 is reinforced with an X shape. Four U-shaped connecting members 15 are coupled to the X-shaped reinforcing members 14 by combining the U-shaped connecting members 15 formed lower than the height of the members 14 by a predetermined height, and the U-shaped connecting members On the two opposite side plates of (15), a bolt fastening hole is formed, and the four U-shaped connecting members 15 are fixed from the top with ㅡ shaped reinforcement hardware 16, respectively, and then on the top of the X-shaped reinforcement member 14 Formed by fixing the top plate (17), the starting layer The composite girder 20 used for the frame is provided with a male-shaped connecting member 22 at the left and right ends of the H-beam.

It is formed by joining wood in a shape, and the bolt fastening holes are formed on two side plates facing the male-shaped connecting member 22, and the composite eaves 30 used for the starting layer frame is the left side of the square steel pipe. After installing the male-shaped connecting member 32 on the right end,

It is formed by joining wood in a shape, and may be characterized in that bolt fastening holes are formed on two opposite side plates of the U-shaped connecting member 32.

In addition, facing the U-shaped connecting member 15 of the upper X-shaped reinforcing member 14 of one composite pillar 10 between two opposing side plates of the U-shaped connecting member 22 of the composite girder 20 Two composite pillars 10 and one composite girder 20 are integrally combined by inserting two side plates to fasten bolts between bolt fastening holes, and the female-shaped connecting member of the composite eaves 30 Between two opposing side plates of (32), insert two opposing side plates of the U-shaped connecting member (15) of the upper X-shaped reinforcing member (14) of one composite pillar (10) and bolt between the bolt fastening holes. As a method of fastening, it may be characterized in that the two composite pillars 10 and one composite cornice 30 are integrally combined.

In addition, the composite pillar 40 used for the intermediate layer frame is the same as the composite pillar 10 used for the starting layer frame, but after fixing the base plate 42 under the H-beam, X under the base plate 42 Fixing the shaped reinforcing member 44 and fixing another base plate 43 at the bottom are added, and when the outer side of the composite eaves 60 is viewed vertically, the lower base plate (43) Two anchor bolts 47 may be installed on the upper left and right upper surfaces.

In addition, the composite pillar 70 used for the top-floor frame is the same as the middle-layer composite pillar 40, but the height of the X-shaped reinforcing member 74 and the height of the U-shaped connecting member 75 are the same, and one composite eaves. When the direction of vertically viewing the outer surface of (90) is forward, an anchor bolt 77 is installed at a predetermined position on the inner two of the four upper surfaces of the X-shaped reinforcement member 74, and the X-shaped reinforcement member ( 74) A top plate is not installed on the upper side, and two anchor bolts 77 are installed on the upper left and right upper surfaces of the base plate 72 below the composite pillar 70, and the composite copper column 100 used for the uppermost frame Is formed by bonding the base plate 102 to the top of the square steel pipe and joining wood to the four sides of the square steel pipe, an X-shaped reinforcement member 104 is installed on the top surface of the base plate 102, and the X-shaped Two consecutive sides of the four side plates of the reinforcing member 104 Between the X-shaped reinforcing member 104 and the U-shaped connecting member 105 is formed to have the same height, respectively, the X-shaped reinforcing member 104 is coupled to the four U-shaped connecting member 105, the U-shaped Bolting holes are formed on two opposite side plates of the connecting member 105, and anchor bolts 107 are installed at the four upper surface end portions of the X-shaped reinforcing member 104, respectively. The composite longitudinal beam 130 is provided with a male-shaped connecting member 132 at the left and right ends of the square steel pipe, and the lowermost composite beam 140 and the upper composite beam 150 are installed as the uppermost composite beam 130. At the left and right ends of the composite girder 80 used for the top-floor frame, a lower composite copper column 110 is installed at a quarter point, and one upper composite copper column 120 in the middle of the lower composite beam 140. ), And joining wood to each of the four sides. .

In addition, the X-shaped reinforcing member 104 of the upper portion of the lower composite copper column 110 between two opposite side plates of the male-shaped connecting member 132 installed on the left and right sides of the lower composite longitudinal beam 140 Insert the two side plates facing each other of the U-shaped connecting member 105 to fasten the bolt between the bolt fastening holes, and of the male-shaped connecting member 132 installed on the left and right sides of the upper composite beam 150 Between two opposing side plates, insert two opposing side plates of the U-shaped connecting member 105 of the X-shaped reinforcing member 104 above the upper composite copper column 120 to fasten the bolts between the bolt fastening holes. It can be characterized by.

In addition, on the top-floor frame, a hanok roof is formed using an integral wooden roof structure 160 formed on the ground, and the integral wooden roof structure is composed of a lower frame wooden roof structure 161 and an upper frame wooden roof structure 181, The lower frame wooden roof structure 161 includes a lower frame connecting plate 164 below the front wooden plate 162 formed with rafter holes located at the front of the rectangular wooden plate frame and the rear wooden plate 163 located at the rear. Installing, inserting the rafters 165 into the holes of the front wood board 162 of the lower frame connecting plate 164 and fixing them to the rear wood board 163, wood on the upper part of the rafters installed in the rectangular wood board frame Covering the plate 166, and covering the rafters of the eaves, which is the front part of the front wooden plate 162, with a wooden plate 166, a super-stationary flatbed 167 on the wooden plate 166, a buoyant plate 168, and a flat top of the imprinter (16 9) After installing the battleship 170, overlay the Amkiwa 171 produced through plastic injection molding, cover the Amkiwa and Amkiwa with Sukiwa 172, and then install the mare 173 and the male bird 174, As the upper frame wooden roof structure 181, an upper frame connecting plate 184 is installed under the front wooden plate 182 located on the front side and the rear wooden plate 183 located on the rear side of the rectangular wooden plate frame. Put the rafters (185) in a rectangular wooden board frame, fix them with front and rear wooden boards (182, 183), cover the fixed rafters (185) with wooden boards (186), and armkeys (191) produced through plastic injection molding. ) Can be layered and covered with sukiwa (192) between Amkiwa and Amkiwa.

In addition, the lower frame connecting plate 164 has a hole for fixing the front and rear wooden boards 162 and 163 at regular intervals, and an X-shaped reinforcing member of the uppermost composite pillar 70 and the uppermost lower composite copper column 110 ( 74, 104) Two holes are formed to connect and fix the anchor bolts (77, 107) on the upper surface, and the lower frame connecting plate (164) is fixed to the lower part of the front and rear wooden boards (162, 163). At the same time, the upper-layer composite pillar 70 and the upper-layer lower composite copper column 110 of the X-shaped reinforcing members 74 and 104 are connected to and fixed to the anchor bolts 77 and 107 of the upper surface, and the upper frame connecting plate 184 ) Is a hole for fixing the front and rear wooden boards 182 and 183 at regular intervals, and a hole for fixing by connecting with the anchor bolt 107 of the upper surface of the X-shaped reinforcing member 104 of the uppermost composite copper column 100 It is formed of two rows, the upper frame connecting plate (184) front and rear wood board (182, 183), and at the same time, it is fixed by connecting with an anchor bolt 107 on the upper surface of the X-shaped reinforcing member 104 of the upper composite lower copper column 110 and the upper upper composite copper column 120. can do.

In addition, when the lower frame wood roof structure 161 is installed, the lower frame wood roof structure 161 is moved by a crane, and when the outer surface of the composite cornice 90 is vertically viewed, the front wood is first The left hole on the lower frame connecting plate 164 fixed to the lower surface of the plate 162 is an anchor on the right side of the two anchor bolts 77 inside the X-shaped reinforcing member 74 of the uppermost composite column 70 It is joined to the bolt, and the right hole is joined to one of the two anchor bolts on the left of the X-shaped reinforcement member 74 at the top of the other uppermost composite pillar 70, and at the same time, the rear is joined. The left hole on the lower frame connecting plate 164 fixed to the lower surface of the wooden plate 163 is one of the two anchor bolts 107 on the front of the X-shaped reinforcing member 104 of one upper-layer lower composite copper column 110 It is connected to one anchor bolt on the right side, and the right hole is the other. The upper one of the two anchor bolts 107 on the front of the X-shaped reinforcing member 104 of the lower composite copper column 110 is joined to one of the anchor bolts on the left side, and the upper frame wooden roof structure 181 is first installed When the frame wood roof structure 161 is installed and then installed, the upper frame wood roof structure 181 is moved by a crane, and when the outer surface of one composite corrugation strip 90 is viewed vertically, First, the left hole on the upper frame connecting plate 184 fixed to the lower surface of the front wooden board 182 has two rear anchor bolts 107 of the X-shaped reinforcing member 104 of one upper layer lower composite copper starter 110. It is joined with one anchor bolt on the right of the middle, and the right hole is joined with one anchor bolt on the left of the rear two anchor bolts 107 of the X-shaped reinforcing member 104 of one upper-layer lower composite copper starter 110. At the same time, the image fixed to the lower surface of the rear wood board 183 The left hole on the frame connecting plate 184 is joined to the right one of the two anchor bolts 107 on the front of the X-shaped reinforcing member 104 of the uppermost upper composite copper column 120, and the right hole It may be characterized in that the other one of the top of the upper composite copper column 120 of the X-shaped reinforcing member 104 is joined to the left one of the two anchor bolts 107 of the front.

In addition, the integral wooden cornice structure 200 secures the cornice connection plate 203 to the upper part of the rear wooden board 202 having a rafter hole located at the rear of the rectangular wooden board frame, and the rear wooden board 202 T-shaped connecting members 204 are respectively installed at the left and right ends of the lower end of the outer surface of the outer surface, and bolt fastening holes are formed on the side plates of the T-shaped connecting members 204, and are formed in the holes of the rear wooden board 202. Insert the rafters (205), cover the rafters with wooden boards (206), and install the super-mold flatbed (207), buoyancy (208), imbedded flatbed (209), and softness (210) on the wooden boards, and then plastic injection molding It can be characterized in that the overlaid armiwa 211 fabricated through is covered with a sukiwa 212 between the akiwa and the akiwa 211, and then a dark sea 213 and a water lake 214 are installed.

In addition, the installation of the integral wooden cornice structure material 200 on the starting layer is first a T-shaped connecting member 204 and a starting layer composite pillar 10 installed on the lower lower part of the rear wooden board 202 of the integral wood cornice structure material 200 ) At the same time that the bolts are fastened between the bolt fastening holes formed on the inner side plate of the U-shaped connecting member 15 of the upper X-shaped reinforcing member 14, and at the same time, the outer surface of one composite eaves 30 is viewed vertically. When the front side, the left hole of the cornice connection plate 203 fixed to the upper portion of the rear wooden board 202 is joined to the right anchor bolt 47 installed on the base plate 43 of the intermediate layer composite pillar 40, , The right hole is joined to the left anchor bolt 47 installed on the base plate 43 of the intermediate layer composite pillar 40, and the installation of the integral wooden cornice structure 200 on the next intermediate layer is an integral wooden cornice structure 200 Back of wood board (202) bar Tightening the bolt between the bolting holes formed on the inner side plate of the U-shaped connecting member 45 of the X-shaped reinforcing member 44 on the upper side of the T-shaped connecting member 204 installed on the outer lower end and the intermediate layer composite pillar 40 and At the same time, when the direction of vertically viewing the outer surface of the composite eaves 60 is forward, the left hole of the eaves connection plate 203 fixed to the rear wooden board 202 is the uppermost composite pillar 70 It can be characterized in that it is joined to the right anchor bolt 77 installed on the base plate 72 of, and the right hole is joined to the left anchor bolt 77 installed on the base plate 72 of the uppermost composite pillar 70. .

The present invention appears to be constructed by using wood as the main material by forming a frame of hanok with a steel structure, which has strong durability and structural stability, excellent workability, and prevents the steel structure from being exposed to the outside by adhering wood to steel. The roof and eaves have the shape of a traditional Korean roof and eaves, providing an overall structure of a multi-layered hanok with the appearance of a traditional hanok.

1 to 3 is a view showing a composite pillar of the starting layer,
4 and 5 are views showing a composite girder of the starting layer,
6 and 7 are views showing a composite eaves of the starting layer,
8 is a view showing the connection between the starting layer composite column and the composite girder,
9 is a view showing a junction between a composite pillar and a composite eaves on the starting layer;
10 is a view showing a starting layer frame,
11 is a view showing an intermediate layer composite pillar,
12 is a view showing the connection between the starting layer composite column and the middle layer composite column,
13 is a view showing that the middle layer frame is bonded to the starting layer frame,
14 is a view showing a composite pillar on the top floor;
15 is a view showing the uppermost composite copper column,
16 is a view showing the top layer composite species,
17 is a view showing a junction between a top-floor composite pillar, a top-floor composite girder, and a top-bottom composite composite pillar;
18 is a view showing a junction between the uppermost lower compound beam and the uppermost upper compound column;
19 is a view showing a junction between the uppermost lower composite copper column and the uppermost lower composite beam;
20 is a view showing the junction between the uppermost composite copper column and the uppermost composite compound beam;
21 is a view showing that the middle layer frame is bonded to the starting layer frame and the top layer frame is bonded to the middle layer frame,
22, 23 is a view showing a lower frame wood roof structure,
24, 25 is a view showing the upper frame wood roof structure,
26, 27 is a view showing the bonding between the top floor frame and the lower frame wood roof structure,
28, 29 is a view showing the bonding between the top floor frame and the upper and lower frame wood roof structures;
30 and 31 are views showing an integral wooden cornice structure,
FIG. 32 is a view showing that an integral wooden cornice structure is installed on the starting layer composite eaves;
Fig. 33 is a view showing that an integral wooden roof structure and a cornice structure are joined to a starting layer, an intermediate layer, and an uppermost frame;
34 is a view showing the three-layer frame of the starting layer,
35 is a view showing a five-layer frame in one cell.

Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

The present invention relates to "a unit structure of a multi-layered hanok that has a traditional hanok appearance while being made of a steel structure", and the steel structure is a steel frame, steel pipe, etc. in a frame of pillars, beams, stairs, roofs, floors, etc. Refers to assembling in a joining method such as rivet joining, bolt joining, welding joining using steel, or constructing a structure with a single section steel.

In the present invention, the frame of the hanok is formed of a steel frame structure, and if necessary, wood / synthetic resin material is used. Bonding between the steel materials used can be welded and bolted when a bolt fastening hole is formed, and the wood is bonded to the steel material. An adhesive is used to use wood, and steel materials with wood and bolted holes can be screwed together. Screws or adhesives are used to connect wood and wood, and adhesives are used to bond wood to synthetic resins and synthetic resins to synthetic resins. It is based on, but is not necessarily limited to.

In the present invention, the steel structure is adhered to the surface of the steel material that is used so that the steel structure is not exposed to the outside, the steel and the wood are mixed in such a way that the wood is adhered to the surface of various steel materials, such as pillars, girder beams, eaves, copper columns, and treasures Is used, hereinafter referred to as a composite pillar, composite girder, composite eaves, composite copper column, composite column.

The pillar is a structure that receives the weight of the roof of the building and transmits it to the headstone, and as a member that transmits the weight of the roof on the pillar, the beam crosses between the pillar and the pillar to receive the load transmitted from the small beam, which is a composite pillar, H-beams and woods are used in the composite girder, respectively.

A torii is a horizontal structural member that walks in a direction perpendicular to the beam and receives rafters. The eaves are a torii placed on the pillars outside the building, and the copper pillars are short pillars on the girder beams. The purlin, composite copper column, and composite column are mixed with square steel pipe and wood, respectively.

In the present invention, as a framework of a multi-layered hanok, three frames of one cell having a starting layer, an intermediate layer, and a top layer are disclosed.

As shown in Figures 1 to 3, the composite column 10 used for the starting layer frame is bonded to the base plate (base plate, 12) on the lower portion of the H-beam, and the other base plate 13 on the top of the H-beam Bonding and installing the X-shaped reinforcing member 14 vertically on the upper base plate 13, and then forming it by joining wood in a □ shape to the surface of the H-shaped steel.

Between the two successive side plates among the four side plates of the X-shaped reinforcing member 14, the C-shaped connecting members 15, which are formed to be lower than the height of the X-shaped reinforcing member 14 by a predetermined height, are respectively coupled to reinforce the X-shaped Four U-shaped connecting members 15 are coupled to the member 14, and a bolt fastening hole is formed on two opposite side plates of the U-shaped connecting member 15, and the four U-shaped connecting members 15 From the top, each of the ㅡ shaped reinforcement hardware (16) is fixed and then formed by fixing a top plate (17) on the top of the X-shaped reinforcement member (14).

모양으로 목재를 접합하여 형성하며, 상기 ㅑ자형 연결부재(22)의 마주보는 2개의 측판에는 볼트체결구멍이 형성된다.4 and 5, the composite girder 20 used for the starting layer frame is provided with a male-shaped connecting member 22 at the left and right ends of the H-beam

It is formed by joining wood in a shape, and bolt fastening holes are formed on two opposite side plates of the U-shaped connecting member 22.

모양으로 목재를 접합하여 형성하며, 상기 ㅑ자형 연결부재(32)의 마주보는 2개의 측판에는 볼트체결구멍이 형성된다. As shown in Figure 6, 7, the composite eaves 30 used for the frame of the starting layer, after the installation of the female connector 32 on the left and right ends of the square steel pipe

It is formed by joining wood in a shape, and bolt fastening holes are formed on two opposite side plates of the U-shaped connecting member 32.

 8 to 10, the U-shaped reinforcing member 14 of the upper X-shaped reinforcement member of one composite pillar 10 between two opposing side plates of the male-shaped connecting member 22 of the composite girder 20 Two composite pillars 10 and one composite girder 20 are integrally combined by inserting two side plates facing each other of the connecting member 15 to fasten the bolts between the bolt fastening holes. In this way, the other two composite pillars 10 and the other composite girder 20 are combined.

Opposing 2 of the U-shaped connecting member 15 of the upper X-shaped reinforcing member 14 of one composite pillar 10 between two opposing side plates of the e-shaped connecting member 32 of the composite eaves 30 Two composite pillars 10 and one composite eaves 30 are integrally combined by inserting two side plates to fasten bolts between bolt fastening holes. In this way, the other two composite pillars 10 and the other composite eaves 30 are combined.

In the same manner as above, four composite pillars 10, two composite girders 20, and two composite eaves 30 are combined to complete the starting layer frame.

The composite pillar 40, composite girder 50, and composite eaves 60 used for the intermediate frame are formed almost the same as in the case of the starting layer, and the starting layer is installed on the foundation and the intermediate layer is installed on the starting layer Other than that, the combination of the composite pillar 40, the composite girder 50, and the composite eaves 60 used in the middle floor construction is almost the same as that of the starting floor, so only the differences are explained.

11, the composite column 40 used for the middle layer frame is the same as the composite column 10 used for the starting layer frame, but after fixing the base plate 42 under the H-beam, the base plate (42) Fixing the X-shaped reinforcing member 44 at the bottom and fixing another base plate 43 at the bottom is added, and the direction in which the outer surface of the composite eaves 60 is viewed vertically is made forward. At this time, two anchor bolts 47 are installed on the upper left and right upper surfaces of the lower base plate 43.

12 and 13, in the middle layer, each base plate 43 installed at the bottom of the composite pillar 40 is fixed by bonding with each top plate 17 installed at the top of the composite pillar 10 at the starting layer. You can do it.

In this way, four composite pillars 40, two composite girders 50, and two composite cornices 60 are combined on the starting layer frame to complete the intermediate layer frame.

The composite pillar 70, the composite girder 80, and the composite eaves 90 used for the top-floor frame are formed almost the same as in the case of the middle layer, so only the differences are described.

As shown in FIG. 14, the uppermost composite pillar 70 is the same as the middle-layer composite pillar 40, but the height of the X-shaped reinforcement member 74 and the height of the U-shaped connecting member 75 are the same, and one composite When the direction of vertically viewing the outer surface of the eaves 90 is forward, an anchor bolt 77 is installed at a predetermined position on the inner two of the four upper surfaces of the X-shaped reinforcement member 74, and the X-shaped reinforcement The top plate is not installed on the upper portion of the member 74, and two anchor bolts 77 are provided on the upper left and right upper surfaces of the base plate 72 below the composite pillar 70.

As shown in FIG. 15, the uppermost composite copper column 100 is formed by bonding the base plate 102 to the top of the square steel pipe and joining wood to the four sides of the square steel pipe. In this way, six composite copper columns 100 are formed, and the uppermost composite copper column 100 is provided with a lower compound copper column 110 and an upper compound copper column 120.

An X-shaped reinforcing member 104 is installed on the upper surface of the base plate 102, and the height of the X-shaped reinforcing member 104 is the same between two successive side plates among four side plates of the X-shaped reinforcing member 104. Four U-shaped connecting members 105 are coupled to the X-shaped reinforcing members 104, each of which is formed of U-shaped connecting members 105, and bolts are provided on two opposite side plates of the U-shaped connecting members 105. The fastening holes are formed, and the anchor bolts 107 are respectively installed at the four upper surface end portions of the X-shaped reinforcing member 104.

As shown in FIG. 16, the uppermost layer composite beam 130 is provided with a female connector 132 at the left and right ends of the square steel pipe. In this way, five composite treasures 130 are formed, and the top composite composite treasure 130 is provided with a lower composite treasure 140 and an upper composite treasure 150.

17 and 18, the lower composite columnar pillars 110 are installed at the left and right ends of the uppermost composite girder 80 at 1/4 points, respectively, and one at the middle of the lower composite columnar 140. The upper composite copper column 120 is installed and the wood is joined to each of the four sides.

As shown in FIG. 19, between the two opposing side plates of the male-shaped connecting member 132 installed on the left and right sides of one lower composite longitudinal beam 140, an X-shaped upper portion of one lower composite magnetic column 110 is provided. The two side plates facing the U-shaped connecting member 105 of the reinforcing member 104 are inserted to fasten the bolt between the bolt fastening holes.

In this way, the four lower composite columnar columns 110 and the four lower composite columnars 140 are combined to form a rectangular border.

As shown in FIG. 20, the X-shaped reinforcement member of the upper composite copper column 120 is positioned between two opposing side plates of the male-shaped connecting member 132 installed on the left and right sides of one upper composite beam 150. The two opposite side plates of the U-shaped connecting member 105 of 104 are inserted to fasten the bolts between the bolt fastening holes.

In this way, the two upper composite columnar columns 120 and one upper compound columnar 150 are combined.

As described above, 4 composite pillars 70, 2 composite girders 80, 2 composite cornices 90, 4 lower composite copper columns 110, and 4 lower composite beams 140 on the middle layer frame , Two upper composite columnar pillars 120 and one upper composite columnar 150 are combined to complete the top layer frame, as shown in FIG. 21, starting layer frame on the foundation, middle layer frame on the starting layer frame, middle layer The three-layer frame is completed by joining the top layer frame over the frame.

A hanok roof is formed on the top-floor frame, the exterior of which is a traditional hanok roof, but is not constructed by the traditional method, and is formed by using the integral wooden roof structure 160 formed on the ground. It is composed of a roof structure 161 and an upper frame wood roof structure 181.

As shown in Figures 22 and 23, the lower frame wood roof structure 161 is formed in the lower part of the front wooden board 162 with rafters holes located at the front and the rear wooden board 163 located at the rear among the rectangular wooden panel frames. The lower frame connecting plate 164 is installed.

The rafters 165 are inserted into the holes of the front wooden plate 162 of the lower frame connecting plate 164 and fixed to the rear wooden plate 163, and the wooden plates 166 are installed on the upper portion of the rafters installed in the rectangular wooden plate frame. ), And cover the rafters of the eaves, which is the front part of the front wood board 162, with the wood board 166, and then on the wood board 166, the ultra-high flatbed 167, the buoyant 168, and the high-heeled flatbed 169 After installing the battleship 170, the female key 171 manufactured through plastic injection molding is layered, and the female key 173 and the male key 174 are installed after covering the female key and the female key with the suki 172.

In the lower frame connecting plate 164, holes are formed in two rows. One row is a hole for fixing the front and rear wooden boards 162 and 163 at regular intervals, and the other row is the uppermost composite pillar 70 and the lowermost floor. This is a hole for connecting and fixing the anchor bolts 77 and 107 of the upper surfaces of the X-shaped reinforcement members 74 and 104 of the composite copper column 110, and the front and rear wooden boards 162 , 163) and fixed at the same time as being connected with the anchor bolts 77 and 107 on the upper surfaces of the X-shaped reinforcement members 74 and 104 of the uppermost composite pillar 70 and the uppermost lower composite copper column 110. .

As shown in Figures 24 and 25, the upper frame wooden roof structure 181 includes a top frame connection plate at a lower portion of the front wooden plate 182 located at the front and the rear wooden plate 183 located at the rear of the rectangular wooden plate frames. (184) is installed.

Put the rafters (185) in the rectangular wooden board frame and fix it with front and rear wooden boards (182, 183), cover the fixed rafters (185) with wooden boards (186), and armkeys made through plastic injection molding ( 191), and cover the Amkiwa and Amkiwa with Sukiwa (192).

The upper frame connecting plate 184 is formed with holes in two rows, one row being a hole for fixing the front and rear wooden boards 182 and 183 at regular intervals, and the other row of the uppermost composite copper column 100 X-shaped reinforcing member 104 is a hole to be connected to and secured by the anchor bolt 107 on the upper surface, while fixing the upper frame connecting plate 184 to the lower part of the front and rear wooden boards 182 and 183, and at the same time the top floor. The lower composite copper column 110 and the uppermost layer of the upper composite copper column 120 are fixed by being connected to the anchor bolt 107 of the upper surface of the X-shaped reinforcement member 104.

26, 27, the installation of the lower frame wooden roof structure 161 moves the lower frame wooden roof structure 161 with a crane, so that the outer side surface of one composite cornice 90 is vertically viewed. When making the front, the left hole on the lower frame connecting plate 164 fixed to the lower surface of the front wooden board 162 first, the two anchor bolts of the X-shaped reinforcing member 74 of one top layer composite pillar 70 One of the anchor bolts on the left side of the two anchor bolts 77 of the X-shaped reinforcing member 74 on the upper side of the other top layer composite pillar 70 is joined to the right one anchor bolt of (77). At the same time as joining, the left hole on the lower frame connecting plate 164 fixed to the lower surface of the rear wooden board 163 is 2 of the front side of the X-shaped reinforcement member 104 of one upper-layer lower composite copper column 110. Of the dog anchor bolts 107, one of the anchor bolts on the right side is joined, and the right hole is all And a top layer of lower composite follower pillar 110 joined to one anchor bolt to the left of the X-shape of the two anchor bolt 107, the front surface of the reinforcing member 104.

The lower frame wooden roof structure 161 is also joined in the same way to complete the installation of the lower frame wooden roof structure.

28, 29, the upper frame wood roof structure 181 is installed first, and then the lower frame wood roof structure 161 is installed, and then the upper frame wood roof structure 181 is moved by a crane. When, in the direction of vertically viewing the outer surface of the composite cornice 90, the left hole on the upper frame connecting plate 184 fixed to the lower surface of the front wooden board 182 is one uppermost lower composite The X-shaped reinforcement of the X-shaped reinforcing member 104 of the automatic starter 110 is joined to one of the two anchor bolts on the right side of the rear, and the right hole is the X-shaped reinforcement of one upper-layer lower composite self-starter 110 The left hole on the upper frame connecting plate 184 fixed to the lower surface of the rear wooden board 183 at the same time as being joined to the one of the left side of the two anchor bolts 107 on the rear side of the member 104, X-shaped reinforcement of upper composite copper column 120 on the top floor Of the front two anchor bolts (104), one of the anchor bolts on the right side is joined, and the right hole is the front two anchors of the X-shaped reinforcement member (104) of the other uppermost upper composite copper column (120). The left one of the bolts 107 is joined to the anchor bolt.

The upper frame wood roof structure 181 is also joined in the same way to complete the installation of the upper frame wood roof structure.

In the composite eaves 30 and 60 used for the starting layer and the intermediate insect frame, an integral wooden eave structure 200 formed on the ground is installed.

30 and 31, the integral wooden cornice structure 200 has a shape similar to that of the lower frame wood roof structure 161, but shorter than the front and rear lengths thereof, and is formed on the back of the rectangular wooden board frame. The eaves hole is formed and the cornice connection plate 203 is fixed to the upper portion of the rear wooden plate 202, and the T-shaped connecting members 204 are respectively provided at the left and right ends of the lower surface of the rear wooden plate 202. Install it.

A bolt fastening hole is formed in the side plate of the T-shaped connecting member 204, the rafters 205 are inserted into the holes of the rear wooden plate 202, and the rafters are covered with the wooden plate 206, and the ultra-smooth flat top is placed on the wooden plate. After installing (207), buoyancy (208), imago flatbed (209), and battleship (210), overlay the Amkiwa (211) produced through plastic injection molding and cover the Amkiwa and Amkiwa with Sukiwa (212). A female 213 and a male 214 are installed.

As shown in FIG. 32, the installation of the integral wooden cornice structure material 200 on the starting layer is first performed with the T-shaped connecting member 204 installed at the lower outer portion of the rear wooden board 202 of the integral wood cornice structure material 200. At the same time as the bolts are fastened between the bolt fastening holes formed on the inner side plate of the U-shaped connecting member 15 of the X-shaped reinforcing member 14 at the top of the starting layer composite pillar 10, and at the same time, the outside of one composite eaves 30 When the side is viewed vertically in the front direction, the left hole of the cornice connecting plate 203 fixed to the upper portion of the rear wooden board 202 is a right anchor bolt installed on the base plate 43 of the intermediate layer composite pillar 40. Bonding with (47), the right hole is joined to the left anchor bolt (47) installed on the base plate (43) of the intermediate layer composite column (40).

On the other side, the integral wooden cornice structure 200 is also joined in the same way, so that the installation of the integral wooden cornice structure on the starting layer is completed.

Next, the installation of the integral wooden cornice structure 200 on the middle layer is the X of the upper portion of the T-shaped connecting member 204 and the intermediate layer composite pillar 40 installed on the lower outer side of the rear wooden board 202 of the integral wooden cornice structure 200. The bolts are fastened between the bolt fastening holes formed on the inner side plate of the U-shaped connecting member 45 of the U-shaped reinforcing member 44, and at the same time, the outer side of the composite eaves 60 is vertically viewed. At this time, the left hole of the cornice connection plate 203 fixed to the upper portion of the rear wooden board 202 is joined to the right anchor bolt 77 installed on the base plate 72 of the uppermost composite pillar 70, and the right hole is It is joined to the left anchor bolt 77 installed on the base plate 72 of the uppermost composite pillar 70.

On the other side, the integral wooden cornice structure 200 is also joined in the same way to complete the installation of the integral wooden cornice structure material on the intermediate layer.

As shown in FIG. 33, finally, the three-layer frame of one layer, in which the starting layer, the middle layer, the top layer frame and the top layer wooden roof structure material, and the starting layer and the middle layer wood cornice structure material are combined, is completed.

In the above, the first layer of the first floor, the middle floor, and the top three floors was basically described, but as shown in FIG. 34, from the installation of multiple composite girders and multiple composite eaves on multiple composite pillars on the starting floor. Starting from the above-described method, the frame can be made to complete the three-layer frame of three spaces, and as shown in FIG. 35, the middle layer may be made of multiple layers to make a higher frame than the three layers.

10: starting floor composite column 12, 13: base plate
14: X-shaped reinforcement member 15: U-shaped connecting member
17: Top plate 20: Composite girder on the starting floor
22: female connection member 30: starting floor complex eaves
32: male-shaped connecting member 40: middle layer composite pillar
42, 43: base plate 44: X-shaped reinforcement member
45: U-shaped connecting member 47: Anchor bolt
50: middle layer composite girder 60: middle layer composite eaves
70: top floor composite pillar 72: base plate
74: X-shaped reinforcement member 75: U-shaped connecting member
77: anchor bolt 80: top floor composite girder
90: Top floor composite eaves 100: Top floor composite copper column
102: base plate 104: X-shaped reinforcement member
105: U-shaped connecting member 107: Anchor bolt
110: lower composite copper column 120: upper composite copper column
130: composite bell 132: male-shaped connecting member
140: lower composite treasure 150: upper composite treasure
160: integral wood roof structure 161: lower frame wood roof structure
162: front wood plate 163: rear wood plate
164: Lower frame connecting plate 165: Rafters
166: wood plate 167: ultra-high flat plate
168: Buoyancy 169: Imagine Plateau
170: light 171: Amkiwa
172: sukiwa 173: blackbird
174: Water film bird 181: Upper frame wood roof structure material
182: front wood board 183: rear wood board
184: upper frame connecting plate 185: rafters
186: wood board 191: Amkiwa
192: sukiwa 200: integral wooden cornice structural material
202: rear wood board 203: cornice connection plate
204: T-shaped connecting member 205: rafter
206: wood board 207: ultra-high flat plate
208: Buoyant 209: Imagine Plain
210: tenderness 211: Amkiwa
212: sukiwa 213: blackbird
214: male bird

Claims (12)

delete delete delete delete delete delete delete delete delete delete It is a method in which wood is bonded to the surface of various steel materials that are used so that the steel structure is not exposed to the outside.Composite pillars, composite beams, composite eaves, composite copper columns, and composite beams are used as a starting layer, middle layer , 3 frames with 1 layer having the top layer,
A composite pillar 10, a composite girder 20, and a composite eaves 30 are used and bonded to the starting layer frame to form a frame,
A composite pillar 40, a composite girder 50, and a composite eaves 60 are used and bonded to the middle layer frame to form a frame,
In the top-floor frame, a composite pillar 70, a composite girder 80, a composite eaves 90, a composite copper column 100, and a composite beam 130 are used and joined to form a frame,
The intermediate layer frame is installed on the starting layer frame,
The top layer frame is installed on the middle layer frame,
On the top floor frame, an integral wooden roof structure 160 made from the ground is installed.
The composite eaves 30 used for the starting layer frame and the composite eaves 60 used for the middle layer frame are each provided with an integral wooden cornice structural material 200 made from the ground,
The integral wooden cornice structure 200 is fixed to the top of the wooden frame 202, the wooden frame 202 on the back of the rear wooden plate 202 is formed with a rafter hole located on the rear, and the rear wooden plate 202 of the T-shaped connecting members 204 are respectively installed at the left and right ends of the lower part of the outer surface,
A bolt fastening hole is formed in the side plate of the T-shaped connecting member 204, the rafters 205 are inserted into the holes of the rear wooden plate 202, and the wooden rafters are covered with the wooden rafters 206, and a super machine is placed on the wooden plate. After installing the flatbed 207, the buoyant 208, the Imagination flatbed 209, and the battleship 210, overlapping the Amkiwa 211 produced through plastic injection molding, and covering the Amkiwa and Amkiwa with the Sukiwa 212 The structure of a multi-layered hanok, which has the appearance of a traditional hanok, is made of a steel structure, characterized by the installation of the makmaksae 213 and the maksae 214. The method of claim 11,
The installation of the integral wooden cornice structure 200 on the starting layer is first a T-shaped connecting member 204 and a starting pillar composite column 10 installed at the lower outer part of the rear wooden board 202 of the integral wooden cornice structure 200 The bolt is fastened between the bolt fastening holes formed on the inner side plate of the U-shaped connecting member 15 of the upper X-shaped reinforcing member 14, and at the same time, the direction in which the outer surface of the composite eaves 30 is viewed vertically When making the front, the left hole of the cornice connecting plate 203 fixed to the upper part of the rear wooden board 202 is joined to the right anchor bolt 47 installed on the base plate 43 of the intermediate layer composite pillar 40, The right hole is joined to the left anchor bolt 47 installed on the base plate 43 of the intermediate layer composite pillar 40,
The installation of the integral wooden cornice structure 200 on the next intermediate layer is the upper portion of the T-shaped connecting member 204 and the intermediate layer composite pillar 40 installed at the lower outer part of the rear wooden board 202 of the integral wooden cornice structure 200. The bolt is fastened between the bolt fastening holes formed on the inner side plate of the U-shaped connecting member 45 of the X-shaped reinforcing member 44, and at the same time, the direction in which the outer side of the composite eaves 60 is viewed vertically is forward. When doing, the left hole of the cornice connection plate 203 fixed to the upper portion of the rear wood board 202 is joined to the right anchor bolt 77 installed on the base plate 72 of the uppermost composite pillar 70, and the right hole The structure of a multi-layered hanok made of a steel structure, characterized in that it is joined to the left anchor bolt 77 installed on the base plate 72 of the uppermost composite pillar 70.

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