KR20200014493A - Korean-style architecture combined timber structure and steel frame structure, construction method the same - Google Patents

Abstract

The present invention relates to a Korean-style building with a combination of a steel frame structure and a wooden structure and a construction method thereof and, more specifically, to a Korean-style building and a construction method thereof, wherein the Korean-style building comprises: a steel frame structure; a plurality of steel column brackets; a plurality of steel corner stud brackets; a wooden bracket set member; a beam supporting strap and a protruded rafter supporting member; and a central rafter supporting member. According to the present invention, a method of combining a steel frame structure and a wooden structure for the modernization of Korean-style buildings is adopted to promote the popularization of Korean-style buildings, secure the structural stability of Korean-style buildings, and shorten construction time.

Description

Korean-style building and construction method combining steel structure and wood structure {KOREAN-STYLE ARCHITECTURE COMBINED TIMBER STRUCTURE AND STEEL FRAME STRUCTURE, CONSTRUCTION METHOD THE SAME}

The present invention relates to a Korean-style building in which a steel structure and a wooden structure are combined for the modernization of a traditional Hanok (horror house), and more specifically, many limitations generated during the construction of a large-scale (200㎡ or more) Korean-style building. In addition, it is possible to meet the seismic design structure required by modern society by using a combination of building materials such as steel frame and wood, and to overcome the limitations of traditional Korean-style Korean buildings (pot houses of horror structure). The present invention relates to a Korean-style building and construction method that combines steel and wood structures to secure structural stability, shorten the construction period, and pursue economic feasibility while promoting the popularization of buildings.

Currently, when building a building of 200㎡ or more, traditional Korean style buildings have limitations on the interior space, such as the need to build a pillar (pillar) inside due to the limit value of the girder, and the limitation of space due to the interior height.

In addition, the larger the size of the building, the more difficult the supply and demand of smooth timber, and the large number of unsuitable timber and construction costs are not only a burden, but also the construction date is increased, scientific seismic structure as well as the calculation of the seismic structure number was not possible.

In addition, in the concrete structure having a PC structure, a number of buildings including the Cheong Wa Dae, Guinsa Temple, Gyeongju Museum, etc. are being applied by using the concrete method. In addition, concrete-type buildings have limitations that are not much different from traditional wood structures in terms of economics and constructability.

In addition, in the case of the concrete and wooden structures, many buildings, including Gyeongbuk Provincial Office, Goesan-Hanji Museum, Goesan Folk Museum, made concrete structures and then built wooden columns on the exterior to hang rafters. This method is not only structurally unsuitable for seismic structure, but also due to the double work of the wall, a lot of construction cost is being put into the situation.

In addition, the Korean-style Korean traditional buildings with steel structures are examples of Korean-style buildings with steel structures, which are constructed in the current Eunpyeong-ok Village, and are limited in that only private houses (Mindori) can be constructed. Have

In addition, it is conventionally unsuitable for seismic structure because it is welded by using steel square tube, and it is not very economical as compared with traditional wooden structure in private house construction, and is also unsuitable for construction of large-scale buildings related to more than 200㎡. That's the way.

In addition, the Korean traditional architecture according to the traditional building method has a limitation in scientifically verifying the state of each member, according to the furniture structure using the wood, the situation depends on experienced carpenters.

Republic of Korea Patent Publication No. 10-0934458 Republic of Korea Patent Publication No. 10-1220446

The present invention has been made in view of solving the above problems and in view of this, adopting the method of combining steel structure and wood structure for the modernization of traditional hanok (pot house of horror structure), and Korean traditional buildings (horror structure) By overcoming the limitations of Korean traditional houses, we provide Korean-style buildings and construction methods that combine steel structures and wooden structures that can be used in architecture such as Hanok, government offices, museums or gymnasiums. The purpose is.

The present invention overcomes many limitations incurred in the construction of large Korean traditional buildings (more than 200㎡) and uses a combination of building materials such as steel frame and wood to satisfy the seismic design structure required by modern society. The purpose of this study is to provide Korean architecture and construction method combining steel structure and wood structure to secure structural stability, shorten construction period and pursue economic feasibility.

The present invention has a seismic design by replacing the material of the furniture structure with an iron beam to ensure structural stability, install a bracket for joining wood to the steel furniture structure, and to the bracket so installed To provide Korean architecture and construction method that combines steel structure and wood structure to construct traditional tile roof by installing timber rafter and roof tiles by joining wood members. There is this.

Steel structure and wooden structure is combined Korean structure according to the present invention for achieving the above object, the steel structure structure by the steel furniture structure (架構 式) structured to construct a column and beam made of steel; A plurality of pillar brackets each of which is fixedly coupled to the steel pillars and the steel beam side of the steel structure part and is spaced apart in the vertical direction and has a fastening hole; A plurality of steel pillar brackets which are fixedly coupled to each steel beam pillar and the steel beam side of the steel structure part and spaced in a vertical direction and have a fastening hole, and are arranged in a multi-directional manner; It is fastened and fastened using wood fastening bolts on each of the pillar steel brackets and the iron brackets of each pillar, and a wooden horror member in which a wing blade, a profit ball, and a bore are sequentially arranged from a lower side to an upper side. ; A wood donor member and a sprinkling purlin member which are fitted on the wood bobbin and are arranged up and down; It characterized in that it comprises a; a main plinical member made of wood fixedly coupled to the upper side of each steel beam side of the steel structure.

Herein, the wood main shim member forms a fitting assembly groove in the center of the lower surface; On the steel beam side upper surface of each of the steel structure structure by fitting and constraining to the wooden binding steel bar side using the fitting assembling groove portion in the state that is fixed by welding the wood binding steel bar to the upper surface of each steel beam side. It may have a form of fixed coupling.

In addition, the Korean building construction method combined with the steel structure and wood structure according to the present invention for achieving the above object, (A) the steel structure structure by the steel furniture structure by constructing the pillars and beams Building; (B) having a plurality of pillar portion steel brackets having fastening holes on each steel pillar and steel beam side of the constructed steel frame structure, fixedly engaging with the front protrusion structure and vertically spaced apart; (C) a step of arranging the fixed coupling and the spaced up and down direction in the protruding structure with a plurality of steel pillar bracket having a fastening hole on each steel beam pillar and steel beam side of the steel structure structure and arranged in a multi-directional distribution ; (D) The wooden fear member is fastened and fixed using wood fastening bolts on each of the pillar steel brackets and the iron brackets. Sequential placement; (E) assembling and placing the wooden donor member and the splinter member on the wood beam of the wood fear member to place in the vertical position; (F) fixedly coupled to the main chief member made of wood on the upper surface of each steel beam side of the steel structure portion, the wood main core member forms a fitting groove in the center of the lower surface, and the wooden binding steel bar to each steel member of the steel structure A step of fixing and coupling the main core wood member to the wooden restraining bar by using the fitting assembly groove in a state in which the welding assembly is fixedly arranged on the upper side of the beam by binding and restraining the assembly; (G) forming a truss by installing and spaced wood rafters so as to hang on the wood splinter member and the wood main purlin member; (H) constructing a traditional tile roof by constructing a tile on the timber rafters; characterized in that it comprises a.

According to the present invention, by adopting a combination of steel frame and wood structure for the modernization of traditional hanok (pot house of horror structure) by overcoming the limitations of traditional Korean wooden structure (pot house of horror structure) It can be used for popularization, and it can be used for the construction of Hanok, government offices, museums, gymnasiums, etc., as well as overcoming many limitations in the construction of large Korean traditional buildings (more than 200㎡). By using materials in combination, it can not only meet the seismic design structure required by modern society, but also provide useful effects to secure structural stability for Korean food buildings, shorten construction period, and pursue economic feasibility.

The present invention can implement a long span without implementing the barrel, and can reduce the use of expensive large diameter wood, thereby reducing the cost of construction, furniture structure with excellent cross-section performance as a structural material It is possible to secure structural stability and economical construction for traditional large-scale buildings, and to achieve superior economics, shorten construction periods and reduce construction wastes compared to existing wooden structures or concrete (pc) structures. In addition, it can diversify the limited marketability of traditional architecture and achieve useful effects that can be realized in various designs.

1 to 9 is a view showing for explaining the Korean architecture combined steel structure and wood structure according to an embodiment of the present invention.
Figure 10 is a process diagram shown to explain the construction method of Korean architecture combined steel structure and wood structure according to an embodiment of the present invention.

Preferred embodiments of the present invention will be described as follows, and through this detailed description, the object and structure of the present invention and the features thereof will be better understood.

1 to 9 for explaining a preferred embodiment of the present invention is a view showing for explaining the Korean-style building combined with steel structure and wood structure according to an embodiment of the present invention, Figure 10 is an embodiment of the present invention It is a process chart shown to explain the construction method of Korean architecture combined steel structure and wood structure according to.

Referring to Figures 1 to 10 described the Korean building and construction method combined steel structure and wood structure according to an embodiment of the present invention as follows.

Korean architecture 100 is a steel structure and wood structure combined according to an embodiment of the present invention, as shown in Figure 1 to 9, steel frame structure 110, pillar steel bracket 120, 귓 pillar steel bracket 130, the timber horror member 140, the wood donor member 152, the timber timber purlin member 154, the timber core hammer member 160, the timber rafters (170).

The steel frame structure 110 is to provide a steel furniture structure (架構 式) structure to build a frame by constructing the pillars 111 and the beam 120, which is the basis of the Korean-style building 100 made of steel, through this wood Compared to a wooden structure using bays, structural stability can be secured, and a seismic design structure that can withstand vibrations such as earthquakes can be provided.

The pillar portion steel bracket 120 is fixedly coupled to the front protruding structure to the upper end of each steel pillar side of the steel frame structure 110, it is spaced in the vertical direction.

At this time, the pillar portion of the steel bracket 120 is composed of a steel bar of the frame structure, but has a fastening hole, three or more are used.

The iron pillar bracket 130 is arranged to be fixedly coupled and spaced up and down in the front projecting structure to the front end structure of each of the steel pillar pillar side of the steel frame structure 110, and is arranged in a multi-directional distribution because it is the four sides. .

At this time, the iron pillar bracket 130 is composed of a steel bar of the frame structure, but has a fastening hole, a number corresponding to the number of the pillar portion steel bracket 120 is used.

The wooden fear member 140 is fixed to each other by being fastened by using a fastening bolt 101 for woodworking on each of the pillar steel brackets 120 and the iron brackets 130, respectively, made of wood It includes a wing ball 141 and a profit ball 142 and the bow head 143.

At this time, the wooden fear member 140 is sequentially arranged so as to be positioned from the lower side to the upper side with respect to the wooden wing blade 141 and the profit hole 142 and the bowhead 143.

The wood donor member 152 is fitted in an arrangement direction intersecting on the wood bobbin 143 constituting the wood fear member 140.

The wood splinter member 154 is fitted in an arrangement direction intersecting on the wood bobbin 143 constituting the wood horror member 140, located on the upper side of the wood donor member 152 and mutually It is arranged up and down.

The wood main core member 160 is a wood that is fixedly coupled to the upper surface of each steel beam side of the steel structure 110, the fitting assembly groove is formed in the center of the bottom to increase the assembly and bondability for easy construction It is preferable to.

In addition, the steel beam side upper surface of each of the steel structure portion 110 is assembled by fitting the wood binding steel bar 170 to the wood binding steel bar 170 side by using the fitting assembly groove in the state that is fixed by welding coupling. By restraining it, it is possible to have a form that is fixedly coupled to the upper surface of each steel beam side of the steel frame structure (110).

After installing the timber terror structure (pot house), the timber rafter 180 is installed and spaced so as to hang on the timber splinter member 154 and the timber core purlin member 160 to form a truss tile ( It is possible to construct 190), which makes it possible to build a traditional tile roof very simply and robustly.

On the other hand, with respect to the construction method for the Korean-style building combined with the steel structure and wood structure according to the present invention with reference to Figure 10 as follows.

Steel structure and wooden structure combined Korean construction method according to the present invention, as shown in Figure 10, steel structure construction step (S10), pillar steel bracket installation step (S20), 귓 pillar bracket installation step ( S30), timber panning member installation step (S40), timber donor member and timber splinter member installation step (S50), timber timber purlin member installation step (S60), timber rafter installation step (S70), tile installation step (S80) It consists of a configuration comprising a.

The steel structure construction step (S10) is a step of constructing the steel structure by the steel furniture (架構 式) structure by constructing the columns and beams of steel.

The pillar portion steel bracket installation step (S20) is provided with a plurality of pillar portion steel brackets having fastening holes on each of the steel pillars and the steel beam side of the structured steel structure structure fixedly coupled to the front protrusion structure and arranged in the vertical direction spaced apart It's a step.

The iron pillar bracket installation step (S30) is provided with a plurality of iron pillar brackets having a fastening hole on each of the steel pillars and steel beam side of the steel structure structure, and fixed to the front protrusion structure and up and down direction It is arranged to arrange the intervals in a multi-directional direction to the corners.

The timber panning member installation step (S40) is fastening and fixing the timber panning member using wood fastening bolts on each of the pillar portion steel bracket and each studs iron bracket, but from the lower side to the upper direction of the blades made of wood It is the stage of arranging the profit ball and the bore.

The wood donor member and the wood splinter member installation step (S50) is a step of placing the wood member and the wood splinter member made of wood on the wood bore constituting the wood horror member is placed in the vertical position.

 The wood main core member installation step (S60) is fixedly coupled to the main core core member made of wood on the upper side of each steel beam side of the steel frame structure, the wood main core member to form a fitting groove in the center of the lower surface, the wood The constrained steel bar is fixed and joined in the form of constraining by assembling and restraining the wooden core core member to the wood-constrained steel bar side by using the fitting assembly groove part while welding and fixing the steel bar to the upper surface of each steel beam side of the steel structure part. .

The timber rafters installation step (S70) is a step of forming a truss by installing the timber rafters and arranging the timber rafters so as to hang on the timber splinter member and the main timber purlin member.

The tile installation step (S80) is a step of building a traditional tile roof by constructing a tile on the wooden rafters.

Accordingly, the present invention can implement a long span without the internal column, and can reduce the use of expensive large diameter wood, thereby reducing the cost of construction, and the cross-sectional performance as a structural material It is possible to secure structural stability and economical construction for traditional large-scale buildings by making and using excellent steel frame for furniture, and it is more economical and shorter construction date and construction than the current wooden structure or concrete (pc) structure. It can reduce waste, diversify the limited marketability of traditional architecture, and provide advantages in various designs.

The embodiments described above are merely illustrative of the preferred embodiments of the present invention and are not limited to these embodiments, and various modifications and variations may be made by those skilled in the art within the spirit and scope of the present invention. Substitution of the step may be made, etc., which will belong to the technical scope of the present invention.

110: steel structure 120: column steel bracket
130: iron bracket 140: wood dread member
152: wood member 154: wood sawing member
160: wood core core member 170: wood binding steel bar
180: timber rafters 190: roof tiles

Claims (3)

Steel structure part by steel furniture structure in which the pillars and beams are made of steel to build a frame;
A plurality of pillar portion steel brackets each of which is fixedly coupled to the steel pillars and the steel beam side of the steel structure part in a front protrusion structure and spaced in the vertical direction and having fastening holes;
A plurality of steel pillar brackets which are fixedly coupled to each steel beam pillar and the steel beam side of the steel structure part and spaced apart in the vertical direction and have fastening holes, and are arranged in a multi-directional manner;
It is fixed by using a fastening bolt for woodwork on each of the pillar portion steel bracket and each iron pillar bracket, the wooden fear member, which is made of a wooden wing blade and a profit ball and a bow in order from the bottom to the top ;
A wood donating member and a sprinkling purlin member which are fitted on the wood bobbin and are arranged up and down;
A main core purlin member made of wood fixedly coupled to the upper surface of each steel beam side of the steel frame structure; Korean architecture combined steel frame and wood structure, characterized in that comprises a. The method of claim 1,
The wood main claw member,
A fitting assembly groove is formed at the center of the bottom surface;
On the steel beam side upper surface of each of the steel structure structure by fitting and binding to the wood binding steel bar side using the fitting assembling groove portion in the state that is fixed by welding the wood binding steel bar fixed to the upper surface of each steel beam side Korean architecture combined steel structure and wood structure, characterized in that fixed coupling. (A) constructing a steel frame structure by steel furniture structure by constructing the columns and beams of steel;
(B) having a plurality of pillar portion steel brackets having fastening holes on each steel pillar and steel beam side of the constructed steel frame structure, fixedly coupled to the front protrusion structure, and vertically spaced apart;
(C) a step of arranging and distributing in a multi-directional manner with a fixed coupling and spaced up and down in a front protrusion structure having a plurality of steel pillar bracket having a fastening hole in each steel pillar and steel beam side of the steel structure structure ;
(D) The wood fear member is fastened and fixed using wood fastening bolts on each of the pillar steel brackets and the iron brackets, and the wing blades, the profit balls, and the bows are made of wood from the lower side to the upper side. Sequential placement;
(E) assembling and placing the wooden donor member and the splinter member on the wooden head of the wooden fear member to place in the vertical position;
(F) fixedly coupled to the main chief member made of wood on the upper surface of each steel beam side of the steel structure portion, the wood main core member to form a fitting groove in the center of the lower surface, and the wood binding steel bar to each steel member of the steel structure Fixing and coupling in the form of restraining by assembling and restraining the main wooden core member to the wood binding steel bar side by using the fitting assembly groove portion in the fixed state by welding to the upper side of the beam;
(G) forming a truss by installing and spacing the wooden rafters so as to hang on the wood splinter member and the wood main purlin member;
(H) constructing a traditional tile roof by constructing a tile on the wooden rafters; Korean building construction method is combined with a steel frame and a wooden structure, characterized in that comprises a.

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