KR20210023654A - 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 framework of a multi-story Korean-style house made of a steel-frame structure and having appearance of a traditional Korean-style house, which forms a framework of a Korean-style house to have a steel-frame structure and bonds a wood material to a steel material to prevent the steel-frame structure from being exposed to the outside and enables a roof and an eave frame to have a shape of the roof and the eave frame of the traditional Korean-style house.

Description

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 that is made of a steel structure and has the appearance of a traditional hanok, and in more detail, while forming the frame of the hanok in a steel structure, wood is bonded to steel to prevent the steel structure from being exposed to the outside. The roof and eaves are related to the structure of a multi-story 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 built using wood as the main material, and the construction process of this is to first create the site to be built, place the foundation stone in the place where the pillars are to be built, vertically erect the pillars on the pillars, and use beams and dori on the pillars. After the frame is formed, walls and windows are formed between the pillars, and a roof is formed on the top of the beams and torii.

As the pillars, beams, and streets of traditional hanok are mainly natural wood, it is not only difficult to procure materials, but it is expensive, and natural wood has a disadvantage in that structural stability is weak due to warping or cracking after construction due to high contraction and expansion due to dry and humid conditions. The roof tiles are molded with cement and clay, and the weight is excessive, which puts a burden on the frame.

In addition, the traditional building method of hanok is passed down to only a few experts, and because it relies on skilled professionals for a long period of time handling natural wood or roof construction, it takes a lot of labor costs and increases the difficulty of the work, resulting in a long construction period. There is a problem of increasing construction cost.

Registered Patent No. 934458 "Korean-style building to which steel structure is applied and its construction method" (2009. 12. 21. registration) Registered Patent No. 1006225 "Modern Hanok with Steel Structure" (Registered on Dec. 29, 2010) Registered Patent No. 1730460 "Hybrid hanok using a mixture of steel frame and traditional wooden building techniques and construction method of such hybrid hanok" (registered on April 20, 2017)

In order to solve the conventional problems as described above, the present invention forms the frame of a hanok into a steel structure with strong durability and structural stability and excellent workability, and attaches wood to the steel so that the steel structure is not exposed to the outside, and the roof and eaves The frame is designed to have the shape of a traditional Korean roof and eaves, and the purpose is to provide a frame of a multi-storey hanok with the appearance of a traditional hanok.

The frame of a multi-layered hanok made of a steel structure according to the present invention and having the appearance of a traditional hanok is a composite pillar in which steel and wood are mixed in a manner in which wood is adhered to the surface of various steel materials used so that the steel structure is not exposed to the outside. , A composite girder, a composite eaves, a composite copper pillar, and a composite bell beam are used as a frame of three floors in one compartment having a starting layer, an intermediate layer, and an uppermost layer, and the starting layer frame includes a composite column 10, a composite girder 20, A composite eaves (30) is used and bonded to form a frame, and a composite column (40), a composite girder (50), and a composite eaves (60) are used and joined to form a frame, and the uppermost frame is The composite pillar 70, the composite beam 80, the composite eaves 90, the composite copper pillar 100, and the composite bell beam 130 are used and joined to form a frame, and the intermediate layer frame is installed on the starting layer frame It may be characterized in that the uppermost frame is installed on the middle layer frame, and an integrated wooden roof structure 160 manufactured on the ground is installed on the uppermost frame.

In addition, the composite eaves 30 used for the starting layer frame and the complex eaves 60 used for the intermediate layer frame may be characterized in that an integrated wooden eaves structure 200 manufactured on the ground is installed, respectively.

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 a base plate 12 attached to the lower portion of the H-beam, another base plate 13 attached to the upper H-beam, and perpendicular to the upper base plate 13 After installing the X-shaped reinforcing member 14, it is formed by joining wood in a □ shape on the surface of the H-beam, and between two consecutive side plates of the four side plates of the X-shaped reinforcing member 14, an X-shaped reinforcement C-shaped connecting members 15 formed lower than the height of the member 14 by a predetermined height are each coupled to the X-shaped reinforcing member 14, and four C-shaped connecting members 15 are coupled, and the C-shaped connecting member Bolt fastening holes are formed on the two opposite side plates of (15), and the four C-shaped connecting members (15) are fixed at the top with ㅡ-shaped reinforcing hardware (16), respectively, and then to the top of the X-shaped reinforcing member (14). It is formed by fixing the top plate 17, and the composite girder 20 used for the frame of the starting layer is formed by installing a k-shaped connecting member 22 at the left and right ends of the H-beam.

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

It is formed by joining the wood in a shape, and it may be characterized in that a bolt fastening hole is formed in the two side plates facing each other of the ㅑ-shaped connecting member 32.

In addition, between the two side plates facing the ㅑ-shaped connecting member 22 of the composite girder 20, facing the C-shaped connecting member 15 of the upper X-shaped reinforcing member 14 of one composite column 10 By inserting two side plates and fastening bolts between bolt fastening holes, two composite columns (10) and one composite girder (20) are integrally joined, and the ㅑ-shaped connection member of the composite eaves (30) Between the two opposite side plates of (32), insert two side plates facing each other of the C-shaped connecting member (15) of the upper X-shaped reinforcing member (14) of one composite column (10), and bolt between the bolt fastening holes. It may be characterized in that the two composite pillars 10 and one composite eaves 30 are integrally coupled to each other by a method of fastening them.

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 to the lower part of the H-beam, X It is added to fix the shaped reinforcing member 44 and fix another base plate 43 at the lower end, and when the outer surface of the complex eaves 60 is viewed vertically in the front direction, the lower base plate (43) It may be characterized in that two anchor bolts 47 are installed on the upper left and right sides of the front end.

In addition, the composite pillar 70 used for the uppermost frame is the same as the intermediate layer composite pillar 40, but the height of the X-shaped reinforcing member 74 and the C-shaped connecting member 75 are the same, and one composite eaves When the outer surface of 90 is viewed vertically toward the front, anchor bolts 77 are installed at predetermined positions on the inner two surfaces of the four upper surfaces of the X-shaped reinforcing member 74, and the X-shaped reinforcing member ( 74) A top plate is not installed on the upper part, and two anchor bolts 77 are installed on the upper left and right sides of the front end of the base plate 72 under the composite pillar 70, and the composite copper pillar 100 used for the top frame frame Is formed by bonding the base plate 102 to the upper end of the square steel pipe and joining wood to the four sides of the square steel pipe, and an X-shaped reinforcing member 104 is installed on the upper surface of the base plate 102 and the X-shaped Between the four side plates of the four side plates of the reinforcing member 104, a C-shaped connection member 105 formed at the same height as the X-shaped reinforcing member 104 is coupled to each of the four side plates. Four C-shaped connecting members 105 are coupled, and bolt fastening holes are formed on the two side plates facing each other of the C-shaped connecting members 105, and at the ends of the four top surfaces of the X-shaped reinforcing members 104, respectively. Anchor bolts 107 are installed, and the composite bellows 130 used for the uppermost frame frame are equipped with a K-shaped connecting member 132 at the left and right ends of the square steel pipe, and the lower composite bellows as the uppermost composite bellows 130 140 and the upper composite beam 150 are installed, and the lower composite copper pillar 110 is installed at each 1/4 point at the left and right ends of the composite beam 80 used for the uppermost frame, and the lower composite beam It may be characterized in that one upper composite copper pole 120 is installed in the middle of the bell beam 140 and wood is bonded to each of the four sides.

In addition, the X-shaped reinforcing member 104 on the upper side of the lower composite copper column 110 between the two side plates facing each other of the ㅑ-shaped connecting member 132 installed on the left and right sides of the one lower composite bellows 140 Inserting two side plates facing each other of the C-shaped connecting member 105, and fastening the bolts between the bolt fastening holes, and of the k-shaped connecting member 132 installed on the left and right sides of the one upper composite longitudinal beam 150 Between two side plates facing each other, two side plates facing each other of the C-shaped connecting member 105 of the X-shaped reinforcing member 104 on the upper composite copper column 120 are inserted to fasten the bolts between the bolt fastening holes. It can be characterized by that.

In addition, a hanok roof is formed on the top frame using an integrated wooden roof structure 160 formed on the ground, and the integrated wooden roof structure is composed of a lower frame wooden roof structure 161 and an upper frame wooden roof structure 181, As the lower frame timber roof structure 161, a lower frame connection plate 164 is provided under the front timber board 162 with rafter holes located at the front of the square timber board frames and the rear timber board 163 at the rear. After installing, insert the rafters 165 into the holes of the front timber board 162 of the lower frame connection plate 164 and fix them to the rear timber board 163, and wood on the upper part of the rafters installed in the square timber board frame. Covering the plate 166 and covering the rafters of the eaves, which is the front part of the front wooden board 162, with a wooden board 166, on top of the wooden board 166, Chomaegi Pyeonggodae (167), Buyeon (168), Imaegi Pyeonggodae (169), after installing the soft box 170, the Amkiwa 171 produced through plastic injection molding was overlaid, and the gap between the Amkiwa and Amkiwa was covered with Sukiwa 172, and then Ammaksae 173 and Sumaksae (174) were installed. , As the upper frame timber roof structure 181, an upper frame connection plate 184 is installed under the front timber board 182 located at the front and the rear timber board 183 located at the rear of the rectangular timber board frame, The rafters 185 are put in the rectangular wooden board frame and fixed with the front and rear wooden boards 182 and 183, and the top of the fixed rafters 185 is covered with a wooden board 186, and a female key manufactured through plastic injection molding ( 191) may be overlaid and cover between Amkiwa and Amkiwa with Sukiwa (192).

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

In addition, when the lower frame timber roof structure member 161 is installed by moving the lower frame timber roof structure member 161 with a crane, when the outer surface of the composite eaves 90 is viewed vertically in the front, first, the front timber The left hole on the lower frame connection plate 164 fixed to the lower surface of the plate 162 is the right one of the two anchor bolts 77 inside the X-shaped reinforcing member 74 of the one uppermost composite column 70 The bolt is joined, and the right hole is joined with one anchor bolt on the left of the two anchor bolts 77 inside the X-shaped reinforcing member 74 on the top of the other top layer composite column 70, and at the same time The left hole on the lower frame connection plate 164 fixed to the lower surface of the wood board 163 is one of the two anchor bolts 107 on the front of the X-shaped reinforcing member 104 of the lower composite copper column 110 on the uppermost layer. It is joined with one anchor bolt on the right side, and the right hole is connected to one anchor bolt on the left of the two anchor bolts 107 on the front of the X-shaped reinforcing member 104 of the other uppermost composite copper column 110. After joining, the upper frame timber roof structure 181 is installed first and then the lower frame timber roof structure 161 is installed, and then the upper frame timber roof structure 181 is moved by a crane, and one complex eaves ( When the outer surface of 90) is viewed vertically, the left hole on the upper frame connection plate 184 fixed to the lower surface of the front wooden board 182 first is The rear side of the X-shaped reinforcing member 104 is joined with one anchor bolt on the right of the two anchor bolts 107, and the right hole is the rear side of the X-shaped reinforcing member 104 of the one uppermost lower composite motor 110 Among the two anchor bolts 107, the left hole on the upper frame connection plate 184 fixed to the lower surface of the rear wooden board 183 is joined with one anchor bolt on the left side. One of the two anchor bolts 107 on the front of the X-shaped reinforcing member 104 of 120) It is joined with the anchor bolt of, and the right hole is connected with one of the left anchor bolts 107 of the front two anchor bolts 107 of the X-shaped reinforcing member 104 of the upper composite copper column 120 on the other top layer. can do.

In addition, the integrated wooden eaves structure 200 fixes the eaves connecting plate 203 on the upper part of the rear wooden board 202 with rafter holes 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 T-shaped connecting member 204, and a bolt fastening hole is formed in the side plate of the T-shaped connecting member 204, and in the hole of the rear wooden board 202 Insert the rafters (205), cover the top of the rafters with wood boards (206), install the chomaegi flat plate (207), auxiliary edge (208), Imaegi flat plate (209), and softness (210) on the wooden board, and then plastic injection molding It may be characterized in that the Amkiwa 211 produced through the layer is overlaid, and the gap between the Amkiwa and Amkiwa 212 is covered, and then Ammaksae 213 and Sumaksae 214 are installed.

In addition, the installation of the integrated wooden eaves structure 200 on the starting layer first includes a T-shaped connecting member 204 installed on the outer lower end of the rear wooden board 202 of the integrated wooden eaves structure 200 and the starting layer composite column 10 ) A direction in which the outer surface of the composite eaves 30 is viewed vertically while fastening the bolts between the bolt fastening holes formed on the inner side plate of the C-shaped connecting member 15 of the upper X-shaped reinforcing member 14 When in the front, the left hole of the eaves connecting plate 203 fixed on the rear wooden board 202 is joined with the right anchor bolt 47 installed on the base plate 43 of the intermediate layer composite column 40, and , The right hole is joined with the left anchor bolt 47 installed on the base plate 43 of the intermediate layer composite column 40, and the integrated wooden eaves structure 200 is installed on the next intermediate layer. Fastening bolts formed on the inner side plate of the C-shaped connection member 45 of the X-shaped reinforcing member 44 on the top of the T-shaped connecting member 204 and the intermediate layer composite column 40 installed at the outer lower end of the rear wooden board 202 of the The left side of the eaves connecting plate 203 fixed on the rear timber plate 202 when the bolt is fastened between the holes and the outer surface of the composite eaves 60 is viewed vertically in the front. The hole is joined with the right anchor bolt 77 installed on the base plate 72 of the top layer composite column 70, and the right hole is the left anchor bolt 77 installed on the base plate 72 of the top layer compound column 70. It may be characterized by bonding.

In the present invention, the frame of a hanok is formed in a steel structure, so that durability and structural stability are strong and workability is excellent, and the steel structure is not exposed to the outside by attaching wood to the steel material, so that it looks as if it was built using wood as the main material, The roof and eaves have the shape of a traditional Korean roof and eaves, which has the effect of providing a multi-story hanok frame that has the overall appearance of a traditional hanok.

1 to 3 are views showing the composite pillars of the starting layer,
4 and 5 are views showing the composite girders of the starting layer,
6 and 7 are views showing the composite eaves of the starting floor,
8 is a view showing the joint between the starting layer composite column and the composite girder,
9 is a view showing the joint between the starting layer composite column and the composite eaves,
10 is a view showing the starting floor frame;
11 is a view showing an intermediate layer composite column,
12 is a view showing the junction between the starting layer composite column and the intermediate layer composite column,
13 is a view showing that an intermediate layer frame is joined on a starting layer frame;
14 is a view showing the uppermost composite column,
15 is a diagram showing an uppermost composite copper column;
16 is a view showing the top layer composite bell,
17 is a view showing the junction between the uppermost composite pillar, the uppermost composite girder, and the uppermost lower composite copper pillar,
18 is a diagram showing the junction between the uppermost composite bellows and the uppermost composite copper pillars;
FIG. 19 is a view showing the junction between the uppermost composite copper pillar and the lower uppermost composite longitudinal beam;
FIG. 20 is a view showing the junction between the uppermost composite copper pillar and the uppermost composite longitudinal beam;
21 is a view showing that the middle layer frame is joined on the starting layer frame, and the top layer frame is joined on the middle layer frame.
22 and 23 are views showing the lower frame timber roof structure,
24 and 25 are views showing the upper frame timber roof structure,
26 and 27 are views showing the connection between the uppermost frame and the lower frame timber roof structure,
28 and 29 are views showing the connection between the uppermost frame and the upper and lower frame timber roof structures,
30 and 31 are views showing an integrated wooden eaves structure,
FIG. 32 is a view showing that an integrated wooden eaves structure is installed on the starting layer composite eaves,
Fig. 33 is a diagram showing that an integral wooden roof structure and a mastic structure are joined to the frame of the start layer, the middle layer, and the top layer;
34 is a view showing a three-segment frame of the starting floor;
Fig. 35 is a diagram showing a five-story frame in one compartment.

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

The present invention relates to "a unit frame of a multi-storey hanok that is made of a steel structure and has the appearance of a traditional hanok", and the steel structure refers to a frame such as pillars, beams, stairs, roofs, floors, etc., which are the main structural parts of a building. It refers to assembling a structure with a single section steel or assembling through a joint method such as rivet joint, bolt joint, welding joint, etc. using steel.

In the present invention, the frame of the hanok is formed in a steel structure, and wood/synthetic resin material is used when necessary, and the bonding between the steel materials used is welded, and when a bolt fastening hole is formed, it can be bolted, and the wood is bonded to the steel. An adhesive is used for bonding, and a screw or an adhesive is used for bonding between wood and wood, and an adhesive is used for bonding between wood and synthetic resin material, and between synthetic resin material and synthetic resin material. It is based on, but is not necessarily limited thereto.

In the present invention, wood is bonded to the surface of the steel material used so that the steel structure is not exposed to the outside. Is used, and hereinafter these are referred to as composite pillars, composite girders, composite eaves, composite copper pillars, and composite bell beams, respectively.

A pillar is a structure that receives the weight of the roof of a building and transmits it to the foundation stone, and it is a member that transmits the weight of the roof above the beam. The beam is a beam that is crossed between the pillar and the pillar to receive the load transmitted from the small beam. Each of the composite girders is mixed with H-beam and wood.

The torii is a horizontal structural member that receives the rafters by walking in the direction perpendicular to the beam, and the eaves is a torii placed on the outer pillar of the building, the copper pillar is a short pillar that is erected on the girder, and the bell beam is a beam that hangs between the copper pillars. Square steel pipes and wood are used in mixtures for purlins, composite copper pillars, and composite beams, respectively.

In the present invention, as a frame of a multi-storey hanok, a frame of three floors in one compartment having a starting layer, an intermediate layer, and an uppermost layer is disclosed.

As shown in Figs. 1 to 3, the composite column 10 used for the starting layer frame is a base plate 12 attached to the lower part of the H-beam, and another base plate 13 is attached to the upper part of the H-beam. It is formed by bonding and installing an X-shaped reinforcing member 14 vertically to the upper base plate 13 and then joining the wood in a □ shape on the surface of the H-beam.

Between the four side plates of the X-shaped reinforcing member 14, a C-shaped connection member 15 formed lower than the height of the X-shaped reinforcing member 14 by a predetermined height is coupled between the two consecutive side plates to reinforce the X-shaped The member 14 is coupled with four C-shaped connecting members 15, and bolt fastening holes are formed on the two side plates facing each other of the C-shaped connecting member 15, and the four C-shaped connecting members 15 Is formed by fixing each with a ㅡ-shaped reinforcing hardware 16 at the top, and then fixing a top plate 17 on the top of the X-shaped reinforcing member 14.

모양으로 목재를 접합하여 형성하며, 상기 ㅑ자형 연결부재(22)의 마주보는 2개의 측판에는 볼트체결구멍이 형성된다.As shown in Figs. 4 and 5, the composite girder 20 used for the starting layer frame is after installing the K-shaped connecting member 22 at the left and right ends of the H-beam.

It is formed by joining wood in a shape, and a bolt fastening hole is formed on two side plates facing each other of the ㅑ-shaped connecting member 22.

모양으로 목재를 접합하여 형성하며, 상기 ㅑ자형 연결부재(32)의 마주보는 2개의 측판에는 볼트체결구멍이 형성된다. As shown in Figs. 6 and 7, the composite eaves 30 used for the frame of the starting layer are formed after installing the K-shaped connecting members 32 at 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 side plates facing each other of the ㅑ-shaped connecting member 32.

As shown in FIGS. 8 to 10, the C-shaped upper X-shaped reinforcing member 14 of one composite column 10 between two side plates facing each other of the ㅑ-shaped connecting member 22 of the composite girder 20 Two composite columns 10 and one composite girder 20 are integrally coupled by a method of fastening bolts between the bolt fastening holes by inserting two side plates facing the connecting member 15. In this way, the other two composite columns 10 and the other composite girder 20 are combined.

Two opposite sides of the C-shaped connecting member 15 of the upper X-shaped reinforcing member 14 of one compound column 10 between the two side plates facing each other of the ㅑ-shaped connecting member 32 of the composite eaves 30 Two composite columns 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 columns 10 and the other composite eaves 30 are combined.

In the same manner as described above, four composite pillars 10, two composite beams 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 layer frame are formed almost the same as 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 in the case of the starting floor, so only the differences will be described.

As shown in Figure 11, 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 to the lower portion of the H-beam, the base plate (42) It is added to fix the X-shaped reinforcing member 44 at the bottom and another base plate 43 at the bottom. At this time, two anchor bolts 47 are installed on the upper left and right sides of the front end of the lower base plate 43.

12 and 13, in the intermediate layer, each base plate 43 installed at the lower end of the composite column 40 is bonded to each of the top plates 17 installed on the top of the starting layer composite column 10 to be fixed. You can do it.

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

The composite column 70, the composite girder 80, and the composite eaves 90 used for the uppermost frame structure are formed almost the same as in the case of the middle layer, so only the differences will be described.

As shown in Figure 14, the top layer composite pillar 70 is the same as the intermediate layer composite pillar 40, but the height of the X-shaped reinforcing member 74 and the height of the C-shaped connecting member 75 are the same, and one composite When the outer surface of the eaves 90 is viewed vertically in the front, anchor bolts 77 are installed at predetermined positions on the inner two surfaces of the four upper surfaces of the X-shaped reinforcing member 74, and X-shaped reinforcement The top plate is not installed on the upper part of the member 74, and two anchor bolts 77 are installed on the upper left and right sides of the front end of the base plate 72 under the composite column 70.

As shown in Fig. 15, the top layer composite copper column 100 is formed by bonding the base plate 102 to the upper end of the square steel pipe and joining the wood on the four sides of the square steel pipe. In this way, six composite copper poles 100 are formed, and the lower composite copper poles 110 and the upper composite copper poles 120 are installed as the uppermost composite copper poles 100.

An X-shaped reinforcing member 104 is installed on the upper surface of the base plate 102, and between two consecutive side plates of the four side plates of the X-shaped reinforcing member 104, the height of the X-shaped reinforcing member 104 is the same. The formed C-shaped connecting members 105 are each coupled to the X-shaped reinforcing member 104, and four C-shaped connecting members 105 are coupled, and two side plates facing the C-shaped connecting members 105 are bolted to each other. A fastening hole is formed, and anchor bolts 107 are installed at the ends of the four top surfaces of the X-shaped reinforcing member 104, respectively.

As shown in Fig. 16, the uppermost composite longitudinal beam 130 is provided with a K-shaped connecting member 132 at the left and right ends of the square steel pipe. In this way, five composite bells 130 are formed, and the lower composite bells 140 and the upper composite bells 150 are installed as the uppermost composite bells 130.

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

As shown in FIG. 19, an X-shaped upper part of a lower composite copper column 110 between two side plates facing each other of the ㅑ-shaped connecting member 132 installed on the left and right sides of one lower composite bellows 140 Two side plates facing each other of the U-shaped connection member 105 of the reinforcing member 104 are inserted, and bolts are fastened between the bolt fastening holes.

In this way, the four lower composite copper pillars 110 and the four lower composite bell beams 140 are combined to form a rectangular frame.

As shown in Fig. 20, the X-shaped reinforcing member of the upper composite copper column 120 between the two side plates facing each other of the ㅑ-shaped connecting member 132 installed on the left and right sides of one upper composite bellow 150 Insert the two side plates facing each other of the C-shaped connection member 105 of (104) and fasten the bolts between the bolt fastening holes.

In this way, two upper composite copper poles 120 and one upper composite bellow 150 are combined.

As described above, four composite pillars 70, two composite beams 80, two composite eaves 90, four lower composite copper pillars 110, and four lower composite beams 140 on the middle floor frame as described above. , Two upper composite copper pillars 120, and one upper composite bellow 150 are combined to complete the top floor frame, and as shown in FIG. 21, the start layer frame on the foundation, the middle layer frame on the start layer frame, and the middle layer The three-story frame is completed by joining the top frame on the frame.

A hanok roof is formed on the top frame, and the exterior is a traditional hanok roof, but the roof is not constructed by the traditional method, and is formed using an integrated wooden roof structure 160 formed on the ground, and the integrated wooden roof structure is a lower frame timber. It consists of a roof structure material 161 and the upper frame timber roof structure material 181.

As shown in Figs. 22 and 23, the lower frame wood roof structure 161 is located in the lower part of the front timber board 162 with rafter holes located in the front of the square timber board frames and the rear timber board 163 located at the rear. Install the lower frame connection plate 164.

The rafters 165 are inserted into the holes of the front timber board 162 of the lower frame connection plate 164 and fixed to the rear timber board 163, and the timber board 166 on the upper part of the rafters installed in the square timber board frame. ), and cover the rafters of the eaves, which is the front part of the front wooden board 162, with a wooden board 166, on top of the wooden board 166, Chomaegi Pyeonggodae (167), Buyeon (168), Imaegi Pyeonggodae (169) , After installing the soft box 170, the Amkiwa 171 produced through plastic injection molding is overlaid, and the gap between the Amkiwa and Amkiwa 172 is covered, and then Ammaksae 173 and Sumaksae 174 are installed.

Two rows of holes are formed in the lower frame connection plate 164, 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 lower uppermost layer. X-shaped reinforcing members (74, 104) of the composite copper column (110) is a hole that connects and fixes the anchor bolts (77, 107) on the top surface, and the lower frame connection plate (164) is attached to the front and rear wooden boards (162). , It is fixed to the lower part of the 163 and at the same time connected to the anchor bolts 77 and 107 on the top surface of the X-shaped reinforcing members 74 and 104 of the uppermost composite pillar 70 and the lower upper composite copper pillar 110. .

As shown in Figs. 24 and 25, the upper frame wooden roof structure 181 includes an upper frame connecting plate at the lower part of the front timber board 182 located in the front and the rear timber board 183 located at the rear of the rectangular timber board frames. Install (184).

The rafters 185 are put in the rectangular wooden board frame and fixed with the front and rear wooden boards 182 and 183, and the top of the fixed rafters 185 is covered with a wooden board 186, and a female key manufactured through plastic injection molding ( 191) is overlaid, and the space between Amkiwa and Amkiwa is covered with Sukiwa (192).

Two rows of holes are formed in the upper frame connection plate 184, one row is a hole for fixing the front and rear wooden boards 182 and 183 at regular intervals, and the other row is the top layer of the composite copper pillar 100. X-shaped reinforcing member 104 is a hole that connects to and fixes the anchor bolts 107 on the top surface, and fixes the upper frame connection plate 184 to the lower part of the front and rear wooden boards 182, 183 and at the same time It is fixed by connecting with the anchor bolt 107 on the upper surface of the X-shaped reinforcing member 104 of the lower composite copper pillar 110 and the upper composite copper pillar 120 on the uppermost layer.

26 and 27, the lower frame timber roof structure member 161 is installed by moving the lower frame timber roof structure member 161 with a crane, so that the outer surface of the composite eaves 90 is viewed vertically. When going forward, first, the left hole on the lower frame connection plate 164 fixed to the lower surface of the front wooden board 162 is two anchor bolts of the X-shaped reinforcing member 74 of one uppermost composite column 70 (77), one of the two anchor bolts (77) of the two anchor bolts (77) of the X-shaped reinforcing member (74) on the top of the other top layer composite column (70) and the right hole is joined with one anchor bolt on the right side. At the same time, the left hole on the lower frame connection plate 164 fixed to the lower surface of the rear wooden board 163 is 2 of the front side of the X-shaped reinforcing member 104 of the lower composite copper column 110 on the uppermost layer. Among the two anchor bolts 107 on the front side of the X-shaped reinforcing member 104 of the other uppermost composite copper column 110, the right hole is joined with one anchor bolt on the right of the dog anchor bolts 107 Connect with one anchor bolt on the left.

The lower frame timber roof structure member 161 on the other side is also joined in the same way to complete the installation of the lower frame timber roof structure material.

As shown in Figs. 28 and 29, the upper frame timber roof structure 181 is installed first and then the lower frame timber roof structure 161 is installed, and then the upper frame timber roof structure 181 is moved by a crane. , When the outer surface of the composite eaves 90 is viewed vertically in the front, the left hole on the upper frame connection plate 184 fixed to the lower surface of the front wooden board 182 is one uppermost lower composite Of the two anchor bolts 107 on the rear side of the X-shaped reinforcing member 104 of the copper magnetic motor 110, it is joined with one anchor bolt on the right side, and the right hole is the X-shaped reinforcement of the composite copper magnetic motor 110 at the bottom of the uppermost layer. The left side hole on the upper frame connection plate 184 fixed to the lower surface of the rear wooden board 183 while joining with one of the two anchor bolts 107 on the left side of the member 104 Of the two anchor bolts 107 on the front of the X-shaped reinforcing member 104 of the uppermost composite copper column 120, it is joined with one anchor bolt on the right side, and the hole on the right side is the other upper compound copper column 120 on the uppermost layer. Of the two anchor bolts 107 on the front side of the X-shaped reinforcing member 104 of, it is joined with one anchor bolt on the left.

The upper frame timber roof structure member 181 on the other side is also joined in the same way to complete the installation of the upper frame timber roof structure material.

In the composite eaves (30, 60) used for the starting layer and the intermediate framing, an integrated wooden eaves structure 200 formed on the ground, respectively, is installed.

30 and 31, the integrated wooden eaves structure 200 has a shape similar to the lower frame timber roof structure 161, but has a shorter length before and after it, and is formed at the rear of the rectangular wooden board frame. The eaves connecting plate 203 is fixed to the upper part of the rear wooden board 202 in which the rafter holes are formed, and a T-shaped connecting member 204 is attached to the left and right ends of the lower end of the outer surface of the rear wooden board 202, respectively. Install.

A bolt fastening hole is formed in the side plate of the T-shaped connecting member 204, and the rafters 205 are inserted into the holes of the rear wooden board 202, and the top of the rafters is covered with a wooden board 206. After installing (207), auxiliary (208), Imaggi flat plate (209), and soft box (210), overlapping the Amkiwa (211) produced through plastic injection molding and covering the gap between Amkiwa and Amkiwa (212). Install Ammaksae (213) and Sumaksae (214)

As shown in FIG. 32, the installation of the integral wooden eaves structure 200 on the starting layer first includes a T-shaped connecting member 204 installed on the outer lower end of the rear wooden eaves 202 of the integral wooden eaves structure 200, and At the same time, the bolts are fastened between the bolt fastening holes formed in the inner side plate of the C-shaped connecting member 15 of the X-shaped reinforcing member 14 on the upper part of the composite column 10 on the starting layer, and at the same time, the exterior of the composite eaves 30 When the side is viewed vertically toward the front, the left hole of the eaves connecting plate 203 fixed on the rear timber plate 202 is the right anchor bolt installed on the base plate 43 of the intermediate layer composite column 40 (47), and the right hole is joined to the left anchor bolt (47) provided on the base plate (43) of the intermediate layer composite column (40).

The integrated wooden eaves structure 200 on the opposite side is also joined in the same way to complete the installation of the integrated wooden eaves structure on the starting layer.

Next, the installation of the integrated wooden eaves structure 200 on the intermediate layer is a T-shaped connecting member 204 installed on the outer lower end of the rear wooden board 202 of the integrated wooden eaves structure 200 and the X on the upper part of the intermediate composite column 40 The bolt is fastened between the bolt fastening holes formed in the inner side plate of the c-shaped connecting member 45 of the shaped reinforcing member 44, and at the same time, the direction of vertically viewing the outer surface of the composite eaves 60 is forward. At this time, the left hole of the eaves connecting plate 203 fixed on the rear wooden board 202 is joined with the right anchor bolt 77 installed on the base plate 72 of the uppermost composite column 70, and the right hole is It is joined with the left anchor bolt 77 installed on the base plate 72 of the uppermost composite column 70.

The integrated wooden eaves structure 200 on the opposite side is also joined in the same way to complete the installation of the integrated wooden eaves structure on the intermediate layer.

As shown in FIG. 33, a frame of three floors in one cell is completed, in which the starting layer, the middle layer, the top layer frame and the top layer wooden roof structure, the start layer and the intermediate layer timber eaves are combined.

In the above, 1 section of the starting layer, the middle layer, and the top 3 floors has been described by default, but as shown in FIG. 34, from the installation of multiple composite beams and multiple composite eaves on multiple composite columns on the start floor. Starting with the method described above, it is possible to complete a three-layered frame of three spaces, and as shown in FIG. 35, a frame higher than three layers may be made by using the intermediate layer as several layers.

10: starting layer composite column 12, 13: base plate
14: X-shaped reinforcing member 15: C-shaped connecting member
17: top plate 20: starting layer composite girder
22: ㅑ-shaped connecting member 30: starting layer composite eaves
32: ㅑ-shaped connecting member 40: intermediate layer composite column
42, 43: base plate 44: X-shaped reinforcing member
45: C-shaped connecting member 47: anchor bolt
50: intermediate layer composite girder 60: intermediate layer composite eaves
70: top layer composite pillar 72: base plate
74: X-shaped reinforcing member 75: C-shaped connecting member
77: anchor bolt 80: top layer composite girder
90: top-floor composite eaves 100: top-floor composite copper pillar
102: base plate 104: X-shaped reinforcing member
105: C-shaped connecting member 107: anchor bolt
110: lower composite copper pole 120: upper composite copper pole
130: composite bell 132: ㅑ-shaped connecting member
140: lower composite bell 150: upper composite bell
160: integral timber roof structure 161: lower frame timber roof structure
162: front wood board 163: rear wood board
164: lower frame connection plate 165: rafters
166: wood board 167: chomaegi flat plate
168: Buyeon 169: Imaegi Pyeonggodae
170: soft 171: amkywa
172: Suki and 173: Blackbird
174: Sumaksae 181: upper frame timber roof structure
182: front wood board 183: rear wood board
184: upper frame connection plate 185: rafters
186: wood board 191: Amkiwa
192: Suki and 200: integrated wooden eaves structure
202: rear wooden board 203: eaves connecting plate
204: T-shaped connecting member 205: rafters
206: wood board 207: chomaegi flat plate
208: Buyeon 209: Imaegi Pyeonggodae
210: softness 211: amkywa
212: Suki and 213: Blackbird
214: Sumaksae

Claims (2)

In 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 columns, composite beams, composite eaves, composite copper pillars, and composite beams are used to form the starting layer and the middle layer. , As a frame of 3 floors with 1 compartment with the top floor,
In the starting layer frame, a composite column 10, a composite girder 20, and a composite eaves 30 are used and joined to form a frame,
In the middle layer frame, a composite column 40, a composite girder 50, and a composite eaves 60 are used and joined to form a frame,
In the top frame, a composite pillar 70, a composite beam 80, a composite eaves 90, a composite copper pillar 100, and a composite bell beam 130 are used and joined to form a frame,
The intermediate layer frame is installed on the starting layer frame,
The uppermost frame is installed on the middle layer frame,
An integrated wooden roof structure 160 manufactured on the ground is installed on the top frame,
The composite column 10 used for the starting layer frame is a base plate 12 attached to the lower portion of the H-beam, another base plate 13 attached to the upper H-beam, and perpendicular to the upper base plate 13 After installing the X-shaped reinforcing member (14), it is formed by joining wood in a □ shape on the surface of the H-beam,
Between the four side plates of the X-shaped reinforcing member 14, a C-shaped connection member 15 formed lower than the height of the X-shaped reinforcing member 14 by a predetermined height is coupled between the two consecutive side plates to reinforce the X-shaped The member 14 is coupled with four C-shaped connecting members 15, and bolt fastening holes are formed on the two side plates facing each other of the C-shaped connecting member 15, and the four C-shaped connecting members 15 Is formed by fixing each with ㅡ-shaped reinforcing hardware (16) from the top, and then fixing the top plate (17) on the top of the X-shaped reinforcing member (14),
The composite girder 20 used for the starting layer frame is after installing a K-shaped connecting member 22 at the left and right ends of the H-beam.

It is formed by joining the wood in a shape, and a bolt fastening hole is formed in the two side plates facing each other of the k-shaped connecting member 22,
The composite eaves (30) used for the starting floor frame is after installing a K-shaped connecting member (32) at the left and right ends of the square steel pipe.

A frame of a multi-layered hanok having the appearance of a traditional hanok while being made of a steel structure, characterized in that it is formed by joining wood into a shape, and bolt fastening holes are formed on two side plates facing each other of the ㅑ-shaped connecting member (32). The method of claim 1,
Two opposite sides of the C-shaped connection member 15 of the upper X-shaped reinforcing member 14 of one composite column 10 between the two side plates facing each other of the ㅑ-shaped connecting member 22 of the composite girder 20 Two composite columns (10) and one composite girder (20) are integrally combined by inserting two side plates to fasten bolts between bolt fastening holes,
Facing the C-shaped connection member 15 of the upper X-shaped reinforcing member 14 of one composite column 10 between the two side plates facing the ㅑ-shaped connecting member 32 of the composite eaves 30 It is a method of fastening bolts between the bolt fastening holes by inserting two side plates. It is made of a steel structure characterized in that the two composite columns 10 and one composite eaves 30 are integrally combined, The structure of a multi-story hanok with an exterior.

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