KR20200082863A - Construction Method of Multi Floor Tower Fusion Hanok Framework Made of Steel Beam - Google Patents

Abstract

The present invention relates to a multi-floor tower type fusion Korean-style house framework constructing method and, more specifically, to a multi-floor tower type fusion Korean-style house framework constructing method, which can construct a multi-floor tower type fusion Korean-style framework in which the floor area decreases toward the upper side by using a steel material, thereby increasing space utilization of each floor, reducing personnel expenses and material costs, and increasing stability with respect to fires and earthquakes as well as maintaining an appearance of the Korean-style house.

Description

Construction Method of Multi Floor Tower Fusion Hanok Framework Made of Steel Beam}

The present invention relates to a method of constructing a multi-layered tower-type fusion hanok frame, and more specifically, by using a steel material to allow construction of a multi-layered tower-type fusion hanok frame with a narrower floor area toward the upper side, space utilization of each layer It relates to a method of constructing a multi-layered tower-type fusion hanok frame that can reduce labor and material costs, increase stability against fire and earthquake, and maintain the appearance of hanok.

Hanok places pillars or foundations on the concrete foundation surface, and then posts pillars on top of it, and combines bogies, floors, eaves, beams, etc. on the pillars. It is built in such a way that the walls are constructed by installing the, and the upper part of the skeleton is connected to rafters, flats, buoyancy, remodeling, and ridges.

However, these hanoks are disadvantageous in that they require a lot of wood, so the cost of construction is high, and it is difficult to perform pre-processing and requires skilled skills and a lot of labor. Have

In addition, in order to form a hanok in a multi-layered manner by using wood, as shown in FIG. 1, a number of pillars 100 and a connecting member 200 must be used. It is a factor of the rise, and there is a problem of being vulnerable to fire and earthquake.

Of course, as shown in the patent document below, a technique for constructing a hanok by using a frame made of metal has been developed, but most of it is only a single-layer structure of the existing hanok, and due to problems such as structural stability and stability of connection, hanok They are struggling with the development of a technology that allows them to form multi-storey buildings while maintaining their appearance.

(Patent literature)

Publication Patent Publication No. 10-2009-0046140 (published on May 11, 2009) "Prefabricated hanok made of unit structure"

The present invention has been made to solve the above problems,

The present invention provides a method of constructing a multi-layered tower-type fusion hanok frame that can reduce the labor cost and material cost while increasing the space utilization of each floor, increase the stability against fire and earthquake, and yet maintain the appearance of hanok. There is a purpose.

An object of the present invention is to provide a method for constructing a multi-layered tower-type fusion hanok frame to increase stability of interlayer bonding.

An object of the present invention is to provide a method of constructing a multi-layered tower-type fusion hanok frame to reduce the risk of building collapse in earthquakes and fires.

The present invention is implemented by an embodiment having the following configuration in order to achieve the above object.

According to an embodiment of the present invention, the multi-layered tower-type fusion hanok frame construction method according to the present invention includes a base layer forming step of forming a living space there in contact with the ground, and an upper portion of the base layer formed by the base layer forming step And an eaves forming step of forming a living space to have a relatively narrow floor area, and an eaves forming step of forming the eaves along the periphery of the upper layer formed by the upper layer forming step on top of the base layer part, and forming the base layer forming part. The step is characterized in that it comprises a vertical column standing step of fixing a plurality of vertical pillars on a flat foundation surface in a vertical direction, and an upper connecting rod fixing step of fixing the upper connecting rod in the horizontal direction between the upper ends of the vertical columns.

According to another embodiment of the present invention, in the method for constructing a multi-layered tower-type fusion hanok frame according to the present invention, the upper layer forming step includes a lower side stand installation step in which a pair of lower side stand is spaced apart so that both ends are spread over the upper connecting rod. And, the lower connecting rod fixing step of fixing the lower connecting rod to the inside of the upper connecting rod so as not to overlap with the upper connecting rod between the lower horizontal stand, and a vertical pillar that erects a plurality of vertical pillars to the upper portion of the lower stand in a position corresponding to the point where the lower connecting rod is fixed. It characterized in that it comprises an attaching step and an upper connecting rod fixing step for connecting the upper end of the vertical column erected in the vertical column attaching step by an upper connecting rod.

According to another embodiment of the present invention, in the method of constructing a multi-layered tower-type fusion hanok frame according to the present invention, the upper layer forming step includes a lower side stand installation step, a lower connecting stand fixing step, a vertical pillar attaching step, and an upper connecting stand fixing step. Repeatedly, it is characterized in that the narrowing of the floor space is formed by a plurality of layers.

According to another embodiment of the present invention, the method for constructing a multi-layer tower-type fusion hanok frame according to the present invention is fixed by inserting and fixing beam holders that are coupled to each other on the upper side of the base layer and the lower side of the upper side. And it characterized in that it comprises a coupling reinforcement step of reinforcing the coupling of the lower side.

According to another embodiment of the present invention, in the method of constructing a multi-layered tower-type fusion hanok frame according to the present invention, the coupling reinforcement step includes a holder body of a beam holder formed in the shape of a'c' on the upper connecting rod and the lower crossing stage. It includes a beam holder inserting step to be tightly fitted, and a beam holder fixing step of fixing the close holder body and the upper connecting rod and the lower side stand by means of fixing, wherein the beam holder inserting step penetrates the holder body in the horizontal direction. The upper connecting rod and the lower side of the cross section are inserted into the receiving fixing groove, the web portion of the lower cross section is inserted into the entry groove passing through the holder body in the vertical direction, and the beam holder fixing step penetrates the holder body up and down. It characterized in that the fixing means formed of a bolt or rivet in the bolt hole is inserted and fastened to penetrate the bolt hole, the upper connecting rod and the lower crossbar.

According to another embodiment of the present invention, the multi-layered tower-type fusion hanok frame construction method according to the present invention prevents deformation of the skeleton due to external force between the base layer portion and the upper layer portion or between the upper layer portion and the upper layer portion and reduces the vibration between the layers. It characterized in that it comprises an interlayer connecting step to further form.

According to another embodiment of the present invention, in the method of constructing a multi-layered tower-type fusion hanok frame according to the present invention, the interlayer connection step is formed to connect the upper connecting rod and the lower connecting rod of the upper layer instead of the lower crossing stage, thereby vibrating horizontal vibration. An elastic connecting rod forming step of installing an absorbing elastic connecting rod, wherein the elastic connecting rod forming step is an elastic providing unit for forming an elastic providing unit for absorbing vibration in a connecting plate contacting the upper surface of the upper connecting rod and the lower surface of the lower connecting rod It includes a forming step, a connecting plate fixing step of fixing the connection plate on which the elasticity providing unit is formed on the upper connecting rod and the lower connecting rod, and a tilting beam combining step of combining the inclined beam formed inclined between the pair of connecting plates. Is done.

According to another embodiment of the present invention, in the method of constructing a multi-layered tower-type fusion hanok frame according to the present invention, the elastic provision forming step is a long hole forming step of forming a plurality of long holes in the connecting plate, and moving along the long hole It includes a slider inserting step of inserting the slider into the long hole, and a spring inserting step of inserting a spring that elastically supports the slider on both sides of the slider into the long hole, wherein the connecting plate fixing step is provided in a fitting hole formed vertically through the slider. It is characterized by inserting bolts or rivets to be coupled with the upper and lower connecting rods.

According to another embodiment of the present invention, in the method of constructing a multi-layered tower-type fusion hanok frame according to the present invention, the interlayer connection step is a curved beam that is elastically changeable by a load transmitted from the outside instead of a lower cross section curved in the vertical direction. And a curved beam forming step of being connected to the upper connecting rod and the lower connecting rod of the upper layer, wherein the curved beam forming step includes forming an elastic providing portion for absorbing horizontal vibrations at both ends of the curved beam, It characterized in that it comprises an elastic providing unit coupling step of coupling both ends of the curved beam formed with the elastic providing portion to the upper connecting rod, and a saddle combining step of coupling the curved beam to the lower connecting rod by a saddle.

According to another embodiment of the present invention, in the method of constructing a multi-layered tower-type fusion hanok frame according to the present invention, the elastic provision forming step comprises a long hole forming step of penetrating a plurality of long holes at both ends of the curved beam, and a long hole It includes a slider inserting step of inserting a slider that can move along the long hole, and a spring inserting step of inserting a spring that elastically supports the slider on both sides of the slider into the long hole, wherein the elastic providing unit coupling step penetrates the slider up and down. It is characterized in that a bolt or a rivet is inserted into the fitting hole to be combined with the upper connecting rod.

According to the present invention, the following effects can be obtained by the configuration, combination, and use relationship described above with respect to the present embodiment.

The present invention allows the construction of a multi-layered tower-type fusion hanok frame with a smaller floor area toward the upper side using steel materials, thereby reducing labor and material costs while increasing space utilization of each floor, and for fire and earthquake. Stability can be increased, but it is effective in maintaining the appearance of hanok.

The present invention has an effect of enhancing the stability of the interlayer coupling by reinforcing the coupling between the upper connecting rod and the lower crossing using a beam holder.

The present invention has the effect of enabling the preparation for earthquakes and fires by allowing the absorption of vibrations through the interlayer connection structure.

1 is a longitudinal sectional view of a conventional leg injector Palsangjeon
Figure 2 is a flow diagram of a multi-layer tower-type fusion hanok frame construction method according to an embodiment of the present invention
Figure 3 is a side view showing the basic structure of the frame formed by Figure 2
Figure 4 is an enlarged view of part A of Figure 3
5 is a perspective view of part A
Figure 6 is a plan view of Figure 3
7 is a flow chart of a combination reinforcement step that can be applied to the multi-layered tower-type fusion hanok frame construction method according to an embodiment of the present invention
8 is a partial perspective view showing a beam holder used in the joint reinforcement step of FIG. 7 together;
9 is a flow chart of a multi-layered tower-type fusion hanok frame construction method according to another embodiment of the present invention
Figure 10 is a side view showing the basic structure of the frame formed by the elastic connecting rod forming step of Figure 9
11 is a partial perspective view of FIG. 10;
12 is an exploded perspective view for explaining the bonding process of the elastic connecting rod of FIG.
Figure 13 is a side view showing the basic structure of the frame formed by the curved beam forming step of Figure 9
14 is a partial perspective view of FIG. 13;

Hereinafter, preferred embodiments of the multi-layered tower-type fusion hanok frame construction method according to the present invention will be described in detail with reference to the accompanying drawings. In the following description of the present invention, when it is determined that a detailed description of known functions or configurations may unnecessarily obscure the subject matter of the present invention, the detailed description will be omitted. Throughout the specification, when a part “includes” a certain component, it means that the component may further include other components, not to exclude other components, unless otherwise stated.

When explaining a method of constructing a multi-layered tower-type fusion hanok frame according to an embodiment of the present invention with reference to FIGS. 2 to 8, the multi-layered tower-type fusion hanok-framed construction method comprises a base forming a living space there in contact with the ground. Layer forming step (S1), the upper layer forming step (S2) and the base layer part (S2) forming a living space to have a relatively narrow floor area on the base layer part 20 formed by the base layer forming step (S1) It includes a cornice forming step (S3) to form the eaves along the outer edge of the upper layer portion 30 formed by the upper layer forming step (S2) to the top of 20).

The present invention solves the problem that even if the conventional hanok has only a single-layer structure or a multi-layer structure, space utilization is poor and the material cost is increased due to the use of many woods and the labor cost is increased due to the difficulty of work, as shown in FIG. It is to provide a construction method to build a multi-story hanok at a low construction cost while securing the floor space.

To this end, the present invention is to have a structure of a frame made of a steel material to ensure the maximum living space of each floor and structural strength or load resistance is excellent, it is possible to build a city building with a hanok structure.

In addition, the present invention allows the upper layer to be formed by the base layer forming step (S1), and then the upper layer can be formed by the upper layer forming step (S2), while repeatedly constructing the same upper layer forming step (S2). It is possible to form a plurality of layers. At this time, the floor area of the upper layer is made narrower than the lower layer so that the eaves can be formed along the periphery, thereby maintaining the appearance of the hanok.

The steel material used in the present invention can be used in various types of beams (beam), preferably H beam can be used. In addition, the H beam is used to be cut to the required length and can be fixed by bolting, riveting, welding, or the like.

The base layer forming step (S1) is a step of forming the lowermost layer of the polynomial tower-like frame is formed on the top of the base surface (Z), to form the interior space of the hexahedral frame, vertical column standing step (S11), It may include a lower connecting rod fixing step (S12), and an upper connecting rod fixing step (S13).

The vertical column erecting step (S11) is a step of erecting the vertical column 21 in the vertical direction on the base surface Z, and it is preferable to stand on each corner of the base surface Z, but is not limited thereto. The vertical pillar 21 may be additionally installed according to the required number of phases. However, in the present embodiment, four vertical pillars 21 are erected at each corner as an example.

The lower connecting rod fixing step (S12) is a step of inserting and fixing the lower connecting rod 25 between the lower ends of the vertical columns 21 erected by the vertical column placing step (S11), and the interval between the lower ends of the vertical columns 21 So that it can be maintained.

The upper connecting rod fixing step (S13) is performed by inserting the upper connecting rod 23 between the upper ends of the vertical pillars 21 to maintain the gap between the upper ends of the vertical pillars 21 and the upper layer portion 30 by the upper layer forming step (S2). As a step to enable formation, the upper connecting rod 23 is inserted in the horizontal direction between the vertical pillars 21 to be fixed. The upper connecting rod 23 is also formed of an H beam, and four are inserted between the vertical pillars 21 of the four corners.

The upper layer forming step (S2) is a step in which the upper layer portion 30 is formed above the base layer portion 20 formed by the base layer forming step (S1), and the same upper layer forming step (S2) is repeated as described above. It can be carried out, and by continuously stacking the upper layer 30 on the upper layer 30 so that the multi-layered fusion hanok frame can be completed. In addition, the upper layer forming step (S2) is constructed so that the upper layer portion 30 has a smaller floor area than the base layer portion 20, so that the eave member 90 can be installed along the top of the base layer portion 20, through which Make it look like a hanok. At this time, as the upper layer 30 is repeatedly stacked by the upper layer forming step S2, the floor area becomes smaller, and through this, the eave member 90 is installed on each layer to form a tower-shaped fusion hanok. Can. To this end, the upper layer forming step (S2) may include a lower side stand installation step (S21), a lower connection stand fixing step (S22), a vertical pillar attachment step (S23), and an upper connection stand fixing step (S24).

The lower side stand installation step (S21) is a step of spaced apart the lower side stand 31 so that both ends of the base layer portion 20 of the upper connecting portion 23, as shown in Figure 4 in the upper connecting rod 23 It enters the inside (a direction) so that the installation of the lower crosswalk 31 is made, and preferably, it is installed at a position where the width of the upper connecting rod 23 enters inward. Through this, the upper layer portion 30 may be installed to have a smaller floor area than the base layer portion 20, and the eave installation space portion 27 may be formed outside to install the eave member 90.

The lower connecting rod fixing step (S22) is a step of fixing the lower connecting rod 35 inside the upper connecting rod 23 so as not to overlap with the upper connecting rod 23 between the lower cross bars 31, as shown in FIG. At the position where W1 has entered in the c direction from the connecting rod 23, it is coupled to the lower side of the lower stand 31. Therefore, the bottom of the upper layer portion 30 may be formed in a state having a smaller area than the base layer portion 20 by the lower cross section 31 and the lower link 35, the lower cross section 31 and the lower link 35 The eave installation space portion 27 may be formed on the outside. In addition, the upper cross-section forming step (S2) is repeatedly installed so that each time the layers are stacked, the lower cross-section 31 and the lower linkage 35 enter the inside in the same form to form a small floor area.

The vertical column attaching step (S23) is a step of erecting the vertical column 33 to the upper part of the lower stand 31, the vertical column 33 upward to the point at which the lower connecting rod 35 is fixed to the lower stand 31 ). Therefore, the vertical pillar 33 can be erected to the bottom edge of the upper layer 30 formed by the lower crossing section 31 and the lower connecting rod 35. Therefore, in the vertical pillar attaching step (S23), vertical pillars 33 are respectively set at four points where the lower side stand 31 and the lower connecting stand 35 are in contact.

The upper connecting rod fixing step (S24) is a step of connecting the upper end of the vertical pillar 33 erected in the vertical pillar attaching step (S23) by the upper connecting rod 37, maintaining the spacing between the vertical pillars 33, Another upper layer portion may be formed upward. More precisely, the lower cross section of another upper layer portion may be installed to span the upper part of the upper connecting rod 37, and as described later, if another upper layer portion is the last layer, the lower cross section 41 of the uppermost layer 40 may be covered. Can be installed.

The eaves forming step (S3) is a step of installing the eaves member 90 to the outside of the lower cross-section 31 and the lower connecting rod 35, as shown in FIG. 1, the lower cross-section 31 and the lower connecting rod 35 ) The eaves member 90 of the hanok is installed obliquely so as to span the upper end of the upper connecting rod 23 in the eaves installation space 27 formed by entering the inside. The eaves forming step (S3) is to install the eave member 90 for each eave installation space portion 27 formed between each layer so that eaves can be formed for each layer, through which a tower-shaped hanok frame is formed To be able to. Therefore, it can be said that the eaves forming step (S3) is a key step to enable the frame formed by the construction method to have the shape of a hanok.

The multi-layer tower-type fusion hanok frame construction method may further include a coupling reinforcement step (S4) as shown in FIGS. 7 to 8 to reinforce the coupling between the upper connecting rod 23 and the lower crossing stage 31. .

The coupling reinforcement step (S4) is a step of reinforcing the coupling of the lower cross-section 31 and the upper cross-section 23 across the upper side of the upper link 23, as shown in FIG. 8, the movement in the d direction may be blocked. To make. The combination reinforcement step (S4) may be executed first after the lower side stand 31 is installed, and may be executed later after the installation of the upper layer 30 is completed. The coupling reinforcement step (S4) is to reinforce the coupling by using the beam holder 50, the beam holder inserting step (S41) and inserting the beam holder 50 into the upper connecting rod 23 and the lower horizontal stand (31) And a beam holder fixing step (S42) for fixing the inserted beam holder 50.

The beam holder 50 is a fixing means for fixing the holder body 51 and the holder body 51 that are inserted into the upper connecting rod 23 and the lower crossing section 31 to the upper connecting rod 23 and the lower crossing section 31 ( 52), the holder main body 51 is formed in a'c' shape and includes a receiving fixing groove 51a penetrating in the horizontal direction and an entry groove 51b penetrating in the vertical direction, the beam In the holder insertion step (S41), the top flange portion 23b of the upper connecting rod 23 and the bottom flange portion 31d of the lower crosswalk 31 are inserted into the accommodation fixing groove 51a, and the entry groove 51b is inserted into the receiving fixing groove 51a. By inserting the web portion 31c of the lower side stand 31, the holder body 51 is inserted into close contact with the upper connecting stand 23 and the lower side stand 31.

And the beam holder fixing step (S42) can be fixed by the beam holder 50, the upper connecting rod 23 and the lower cross-beam 31 by the fixing means 52, the fixing means 52 is an example bolt It may be composed of a (52a) and a nut (52b), the bolt (52a) of the through-hole (31b) of the lower cross-section 31 and the hole (not shown) of the upper connecting rod 23, the bolt of the holder body (51) It can be made to be fixed by inserting it through the hole 51c so as to be fastened with the nut 52b.

When explaining the construction method of the multi-layered tower-type fusion hanok frame according to another embodiment of the present invention with reference to FIGS. 9 to 14, the multi-layered tower-type fusion hanok frame construction method further includes a structure capable of absorbing shock between each layer. It may include an interlayer connection step (S5) to install. Therefore, the interlayer connection step (S5) is to prevent the collapse of the building by absorbing vibrations and deformations in a situation where the building itself is shaken due to an earthquake or the frame is deformed by a fire. The interlayer connection step (S5) may include a different method of forming a flexible connection stand (S51) and a curved beam forming step (S52).

First, in the step of forming the elastic connecting rod (S51), as shown in FIGS. 10 to 12, the elastic connecting rod 61 is installed between the layers to absorb vibration in the horizontal direction. The resilient connection stand forming step (S51) may be formed between each layer, such as between the base layer portion 20 and the upper layer portion 30, the upper layer portion 30 and the uppermost layer portion 40, hereinafter, for example, the base layer portion 20 ) And to describe the process of the elastic connecting rod 61 is formed between the upper portion (30). The elastic connecting rod forming step (S51) can be made to form an elastic connecting rod 61 between the upper connecting rod 23 of the base layer portion 20 and the lower connecting rod 35 of the upper layer portion 30, the elastic connecting rod 61 Is to absorb the vibration in the horizontal direction. In the case where the elastic connecting rod 61 is formed, the lower transverse rod 31 is not formed, and the upper connecting rod 23 and the lower connecting rod 35 are directly connected and supported by the elastic connecting rod 61. The resilient connecting rod forming step (S51) allows the connecting plate 61b to be coupled to the upper surface of the upper connecting rod 23 and the lower surface of the lower connecting rod 35, and an inclined beam 61a between the connecting plates 61b. It is to be supported by being connected to, at this time, to form a resilient providing portion (61c) capable of absorbing the vibration in the horizontal direction in the connecting plate (61b). Therefore, the resilient connecting stand forming step (S51) is a resilient providing part forming step (S511) forming a resilient providing part 61c in the connecting plate 61b, and a connecting plate 61b having an elastic providing part 61c is formed. Inclined beam coupling step of combining the connecting plate fixing step (S512) to install and fixed to the upper connecting rod 23 and the lower connecting rod 35 and the inclined beam 61a formed inclined between a pair of connecting plates 61b It may include (S513).

The resilient providing part forming step (S511) is a step of forming a resilient providing part (61c) absorbing the vibration in the horizontal direction in the connecting plate (61b), as shown in Figure 12, a plurality of connecting plate (61b) A long hole forming step (S511a) to form the long hole (61c-1), a slider insertion step (S511b) to insert the slider (61c-2) into the long hole (61c-1), springs on both sides of the slider (61c-2) 61c-3) may include a spring insertion step (S511c).

The long hole forming step (S511a) is a step of forming a plurality of long holes (61c-1) penetrating along the direction of the inclined beam (61a) on the connecting plate (61b), a slider (61c) in the long hole (61c-1) -2) and the spring (61c-3) is inserted so that the movement in the horizontal direction is made, and through this, the horizontal vibration can be absorbed.

The slider insertion step (S511b) is a step of inserting the slider (61c-2) in the long hole (61c-1), the slider (61c-2) is a long hole (61c-) with a spring (61c-3) fitted on both sides 1), and the slider 61c-2 has a fitting hole 61c-21 formed in the vertical direction through which it is fastened to the upper connecting rod 23 and the lower connecting rod 35 by the fixing means 61d. .

The spring insertion step (S511c) is a process of inserting the spring (61c-3) on both sides of the slider (61c-2) inserted into the long hole (61c-1), the slider (61c-2) is a spring (61c-3 ) To be able to move along the long hole 61c-1 in a supported state so that vibration in the horizontal direction can be absorbed.

The connecting plate fixing step (S512) is a step of fixing the connecting plate (61b) on which the elastic provision portion (61c) is formed to the upper connecting rod (23) and the lower connecting rod (35), the connecting plate attaching step (S512a) and the connecting plate It may include a fastening step (S512b).

In the connecting plate bonding step (S512a), a pair of connecting plates 61b are brought into close contact with the upper connecting rod 23 and the lower connecting rod 35, respectively.

And the connection plate fastening step (S512b) is fixed to the close connection plate (61b) to the upper connection 23 and the lower connection 35, and to be fixed by the fixing means (61d). More specifically, in the connection plate fastening step (S512b), as shown in FIG. 12, the bolt 61d-1 of the fixing means 61d is fitted with the fitting hole 61c-21 of the slider 61c-2 and the upper connecting rod. It can be inserted through the bolt hole (23a) of (23), it is to be fixed by fastening the bolt (61d-1) with the nut (61d-2). At this time, the fixing means (61d) is not limited to the bolt (61d-1) may be formed by rivets or the like.

The inclined beam coupling step (S513) is to be connected by the inclined beam between the connecting plate (61b) coupled to the upper connecting rod 23 and the lower connecting rod (35). The inclined beam 61a may be formed to be inclined inward from the upper connecting rod 23 to the lower connecting rod 35, thereby allowing the floor area of the upper layer 30 to be narrowed.

The curved beam forming step (S52) is a step of forming a curved beam 71 between each layer to absorb the external force in the vertical and horizontal directions, so that the curved beam 71 has a shape that is curved in the vertical direction so that it is vertical. It is possible to absorb the external force of the, and it is also possible to absorb the external force in the vertical direction by the elastic providing portion 73 formed in the curved beam 71. The curved beam 71 is formed so that both ends are coupled to the upper connecting rod 23 facing each other, and the lower connecting rod 35 is coupled to the upper portion thereof, and a pair is formed on both sides. In addition, the curved beams 71 may have first and second curved beams 71a and 71b that intersect each other perpendicularly, and each of the first and second curved beams 71a and 71b is'井' shaped It has a shape. In the curved beam forming step (S52), elastic providing portions 73 are formed at both ends of the curved beam 71, and the elastic providing portions 73 at both ends of the curved beam 71 are coupled with the upper connecting rod 23. And, one point on the upper side of the curved beam 71 is to be coupled to the lower connecting rod 35 by the saddle 72. To this end, the curved beam forming step (S52) may include an elastic providing part forming step (S521), an elastic providing part engaging step (S522), and a saddle coupling step (S523).

The elastic provision portion forming step (S521) allows the elastic provision portion (61c) to absorb vibration in the horizontal direction to be formed at both ends of the curved beam (71), as shown in Figure 14 on the curved beam (71) A long hole forming step (S521a) forming a plurality of long holes (73a), a slider inserting step (S521b) for inserting the slider (73b) into the long hole (73a), a spring inserted to insert the spring (73c) on both sides of the slider (73b) Step S521c may be included.

The long hole forming step (S521a) is a step of forming a plurality of long holes 73a penetrating along the longitudinal direction of the curved beam 71 on the curved beam 71, the slider 73b and the spring ( 73c) is inserted so that the horizontal movement can be achieved, and through this, the horizontal vibration can be absorbed.

The slider insertion step (S521b) is a step of inserting the slider (73b) in the long hole (73a), the slider (73b) is moved along the long hole (73a) with a spring (73c) is fitted on both sides, the slider ( 73b), the fitting hole 73b-1 is formed through the vertical direction, and is coupled to the upper connecting rod 23 by the fixing means 73d.

The spring insertion step (S521c) is a process of inserting the spring (73c) on both sides of the slider (73b) inserted into the long hole (73a), the slider (73b) is a long hole (73a) while being supported by the spring (73c) So that the vibration in the horizontal direction can be absorbed.

The elastic provision unit coupling step (S522) is a step of combining both ends of the curved beam 71 formed with the elastic provision unit 73 with the upper connecting rod 23, using the fixing means 73d, the curved beam 71 To be fixed to the upper connecting rod (23). The elastic provision part coupling step (S522) may be inserted into the bolt 73d-1 of the fixing means 73d into the fitting hole 73b-1 to be engaged with the upper connecting rod 23, and the washer ( 73d-3) and can be fastened with the nut 73d-2. However, the present invention is not limited thereto, and the fixing means 73d may be formed of rivets or the like. Therefore, the curved beam 71 coupled to the upper connecting rod 23 is moved in the horizontal direction along the slider 73b and is supported by the spring 73c so that the horizontal force can be absorbed.

The saddle coupling step (S523) is a step of combining the curved beam 71 by the upper lower connecting rod 35 and the saddle 72, and the saddle 72 is attached to the first and second curved beams 71a and 71b. Each of the first and second saddles 72a and 72b may be formed to be coupled to the lower connecting rod 35, and the female thread orifices 72a-1 and 72b-1 formed on the first and second saddles 72a and 72b may be coupled. A bolt (not shown) can be inserted into the plate to be fastened. Therefore, since the first and second curved beams 71a and 71b are formed to be curved up and down, it is possible to absorb external force in the up and down direction.

When explaining the hanok frame 10 constructed by the multi-layer tower-type fusion hanok frame construction method, the hanok frame 10 is manufactured in a frame form using a plurality of steel materials, preferably H beam, The base layer portion 20 forming the lowermost space on the surface z, the upper layer portion 30 forming one living space above the base layer portion 20, and forming the living space upward from the upper layer portion 30 again It includes a top layer portion 40. At this time, the floor area becomes narrower from the base layer portion 20 to the upper layer portion 30 and from the upper layer portion 30 to the uppermost portion portion 40. In addition, the uppermost layer portion 40 means the topmost layer, and the configuration is the same as the upper layer portion 30, and the upper layer portion 30 may be formed of multiple layers.

The base layer portion 20 is a configuration that forms the lowermost living space, the vertical pillars (21) erected in the vertical direction on the base surface (z), the upper connecting rod (23) connecting the upper end of the vertical pillars (21) , It may include a lower connecting rod (25) connecting the lower end of the vertical column 21, the eaves installation space portion (27) formed above the upper connecting rod (23).

Four vertical pillars 21 may be vertically formed at the vertices of the square, and may be additionally installed as necessary.

The upper connecting rod 23 is configured to connect between the upper ends of the vertical pillars 21, and is coupled to the vertical pillars 21 in the horizontal direction so that four are formed between the vertical pillars 21. The upper connecting rod 23 maintains the distance between the vertical pillars 21 and allows the upper layer 30 to be seated on the upper side.

The lower connecting rod 25 is configured to connect between the lower ends of the vertical columns 21, so that the distance between the lower ends of the vertical columns 21 can be maintained.

The eaves installation space portion 27 is a space formed to allow the installation of the eaves member 90 along the outer circumference toward the upper side of the upper connecting rod 23, because the installation of the upper layer 30 is formed so that the floor area is narrowed Accordingly, it may be formed above the upper connecting rod 23 of each layer. Therefore, the eaves installation space portion 27 is provided with an eaves member 90 at an angle so that the frame can represent the appearance of a hanok. In other words, the upper side of the upper connecting rod 23 is formed by entering the inner side of the lower cross-section 31 and the lower connecting rod 35 of the upper layer 30 compared to the upper connecting rod 23, so that the eaves installation space outside The part 27 can be formed.

The upper layer portion 30 is configured to form a living space of the next layer on the upper side of the base layer portion 20, and is formed to have a smaller floor area than the floor area of the base layer portion 20. As described above, this is to form the eave installation space 27. The upper layer portion 30 may be formed of a plurality of layers, all of which are formed in the same configuration, but the bottom area becomes smaller toward the upper side. The upper layer portion 30 may include a lower cross section 31, a vertical column 33, a lower connecting rod 35, and an upper connecting rod 37.

The lower cross-section 31 is configured to be formed so that both ends of the upper connection 23 of the base layer portion 20 are crossed, as shown in FIG. 6, so as not to overlap with the upper connection 23 23 by W1 in the a direction It is preferably formed by entering.

The lower connecting rod 35 is configured to be horizontally coupled so that both ends are coupled to the lower hanging stand 31, and the lower connecting stand 35 also enters W1 in the c direction so as not to overlap with the upper connecting stand 23 to enter the lower stand 31 ). Accordingly, the upper layer portion 30 may have a smaller floor area than the base layer portion 20, and the outer side of the lower crossing section 31 and the lower connecting rod 35, that is, the eaves installation space portion 27 above the upper connecting rod 23 ).

The vertical column 33 is configured to stand in a vertical direction on the upper surface of the lower cross-section 31, so that the lower connecting rod 35 is built at a point fixed to the lower cross-section 31. Therefore, the vertical column 33 may be formed vertically at each of the four corners of the upper layer 30.

The upper connecting rod 37 is configured to connect the upper end of the vertical column 33, and maintains the spacing between the vertical columns 33, so that the uppermost layer 40 or the upper layer 30 of the next layer can be formed. do.

Since the uppermost layer part 40 includes the lower cross section 41, the vertical column 43, the lower link 45, and the upper link 47 as in the upper layer 30, detailed descriptions are omitted.

The hanok frame 10 may additionally include a beam holder 50 for reinforcing the coupling of the upper connecting rod 23 and the lower horizontal stand 31 as shown in FIG. 8.

The beam holder 50 may be formed at both of the coupling points of the upper connecting rod 23 and the lower crossing section 31 of each layer, but will be described below with an example between the base layer portion 20 and the upper layer portion 30. . The beam holder 50 is coupled to the upper connecting rod 23 and the lower transverse stand 31 to limit movement in the d direction, and to maintain a stable coupling in the event of an earthquake or fire. The beam holder 50 may include a holder body 51 and a fixing means 52 for fixing the holder body 51 to be fitted to the upper connecting rod 23 and the lower side stand 31.

The holder body 51 is configured to reinforce the coupling by being simultaneously fitted to the upper connecting rod 23 and the lower horizontal stand 31, so as to have a shape of a'c' shape, and perpendicular to the receiving fixing groove 51a penetrating in the horizontal direction. It may include an entry groove 51b penetrated in the direction and a bolt hole 51c penetrated in the vertical direction and into which the fixing means 52 is inserted. Thus, the receiving fixing groove (51a) can be inserted into the bottom flange portion (31d) of the top flange portion (23b) and the lower side of the upper connecting rod (23) formed in the horizontal direction, the entry groove (51b) ), the web portion 31c of the lower cross-section 31 formed in the vertical direction may be inserted.

The fixing means 52 is configured to fix the holder body 51 inserted in the upper connecting rod 23 and the lower side stand 31, the holes (not shown) and the lower side of the upper stand 23 A bolt 52a may be inserted to penetrate the through hole 31b and the bolt hole 51c of the holder body 51, and the bolt 52a may be fastened to the nut 52b to be fixed. However, the fixing means 52 is not limited to this, and may be formed by rivets or the like.

In addition, the hanok frame 10 may further include an interlayer connecting portion 60 connecting between layers as shown in FIGS. 10 to 12. The interlayer connecting portion 60 connects the elastic connecting rod 61 between the floors to absorb vibrations in the horizontal direction, and to prevent the collapse of the building even when the frame is deformed by an earthquake, fire, or the like. The elastic connecting rod 61 may also be formed between the base layer portion 20 and the upper layer portion 30, the upper layer portion 30 and the upper layer portion 30, and between the upper layer portion 30 and the uppermost layer portion 40, the base layer portion 20 ) And the upper layer 30 will be described. The resilient connecting rod 61 is coupled to the inclined beam 61a and the inclined beam 61a to be inclinedly connected between the upper connecting rod 23 of the base layer portion 20 and the lower connecting rod 35 of the upper layer portion 30. (23) and the lower connecting rod (35) coupled to the connecting plate (61b), formed in the connecting plate (61b) to absorb the force in the horizontal direction (61c), the connecting plate (61b) the upper connecting rod (23) ) And the fixing means (61d) for fixing to the lower connecting rod (35).

The inclined beam (61a) is configured to be inclinedly connected between the upper connecting rod 23 and the lower connecting rod 35, the connecting plate (61b) is coupled to both ends, the upper connecting rod 23 toward the lower connecting rod 35 It is formed to be inclined inward. Through this, the bottom area of the upper layer portion 30 may be formed to be smaller than the base layer portion 20.

The connecting plate 61b is formed in a pair and is coupled to the upper connecting rod 23 and the lower connecting rod 35, and is connected by an inclined beam 61a between the pair of connecting plates 61b. Each connecting plate 61b is provided with an elasticity providing portion 61c that absorbs vibration in the horizontal direction, so that movement in the horizontal direction is possible.

The elasticity providing part 61c is formed in the connecting plate 61b to absorb the vibration in the horizontal direction, and as shown in FIG. 12, is formed long in the connecting plate 61b along the direction of the inclined beam 61a. Long hole 61c-1, a slider 61c-2 inserted into the long hole 61c-1 and moving along the long hole 61c-1, and a spring 61c-3 supporting both sides of the slider 61c-2 It may include.

The long hole 61c-1 is a hole formed vertically through the connecting plate 61b, and is formed to be elongated along the direction of the inclined beam 61a, and the slider 61c-2 is provided in the long hole 61c-1. And the spring 61c-3 are inserted, and the slider 61c-2 moves along the long hole 61c-1.

The slider (61c-2) is inserted into the long hole (61c-1) is configured to move along the long hole (61c-1), both sides are supported by the spring (61c-3) and can move while absorbing the force in the horizontal direction To make. In addition, the slider (61c-2) is formed with a through hole (61c-21) in the vertical direction, the fixing hole (61d) is inserted into the fitting hole (61c-21), the upper connector 23 or the lower connector ( 35).

The spring (61c-3) is inserted into both sides of the slider (61c-2) in the long hole (61c-1) to support the slider (61c-2), a slider that moves along the long hole (61c-1) 61c-2) to absorb the horizontal vibration.

The fixing means (61d) is a configuration for fixing the connecting plate (61b) to the upper connecting rod 23 and the lower connecting rod 35, may be formed of a bolt (61d-1), a nut (61d-2), the bolt The (61d-1) can be inserted into the bolt hole (23a) of the fitting hole (61c-21) and the upper connecting rod 23 and can be engaged with the nut (61d-2). However, the fixing means 61d may be made to use rivets instead of bolts 61d-1.

In addition, the hanok frame 10 may be made to include another type of interlayer connecting portion 70 as shown in FIGS. 13 to 14. The interlayer connecting portion 70 is capable of absorbing both vertical and horizontal vibrations, and may be formed between the layers and layers, such as the elastic connecting rod 61. The interlayer connecting portion 70 allows the curved beam 72 curved up and down to be connected to the upper connecting rod 23 and the lower connecting rod 35, and both ends of the curved beam 72 are coupled to the upper connecting rod 23. , The central point of the curved beam 72 is to be coupled to the lower connecting rod (35). At this time, both ends of the curved beam 72 are formed to provide an elastic providing portion 73 that absorbs vibration in the horizontal direction so as to be coupled with the upper connecting rod 23 and the lower connecting rod 35 with the saddle 72. can do. Therefore, the interlayer connecting portion 70 can absorb the vibration in the vertical direction by the curved beam 72 curved up and down, and absorb the vibration in the horizontal direction to the elastic providing unit 73.

The curved beam 72 is configured to be curved up and down, and elastic end portions 73 are formed at both ends thereof to be coupled with the upper connecting rod 23. The curved beam 72 can be a pair to be coupled to both sides of the upper connecting rod 23, and by including the first and second curved beams 71a and 71b crossing each other perpendicularly, the curved beams 72 are ' Let's take the shape of 井'. The first and second curved beams 71a and 71b have the same configuration only perpendicular to each other.

The saddle 72 is configured to couple the curved beam 72 to the lower connecting rod 35, and includes the first saddle 72a and the second curved beam 71b that couples the first curved beam 71a. It may include a second saddle (72b) to be coupled, the first and second saddles (72a, 72b) is formed with female threaded holes (72a-1,72b-1), the lower connection by the insertion of a bolt (not shown) (35).

The elastic providing portion 73 is formed at both ends of the curved beam 72 to absorb vibration in the horizontal direction, and is coupled to the upper connecting rod 23. 14, the elastic providing part 73 may include a long hole 73a, a slider 73b, a spring 73c, and a fixing means 73d.

The long hole 73a is a configuration formed by penetrating a plurality of ends of the curved beam 72 to be formed along the longitudinal direction of the curved beam 72, and in the long hole 73a, a slider 73b and a spring 73c ) Is inserted.

The slider 73b is inserted into the long hole 73a and moves along the long hole 73a, so that both sides are supported by the spring 73c and move while absorbing the horizontal force. In addition, a vertical insertion hole 73b-1 is formed through the slider 73b, and a fixing means 73d is inserted into the insertion hole 73b-1 to be fixed to the upper connecting rod 23. .

The spring 73c is inserted into both sides of the slider 73b in the long hole 73a to support the slider 73b, and absorbs the horizontal vibration of the slider 73b moving along the long hole 73a. .

The fixing means (73d) is a configuration that combines both ends of the curved beam 72, the elastic providing portion 73 is formed on the upper connecting rod 23, a bolt (73d-1), a nut (73d-2), between It may be formed of a washer (73d-3) to be inserted into the bolt (73d-1) to be inserted into the fitting hole (61c-21) and the upper connecting rod 23 and washer (73d-3) and the nut (73d- 2) Insert it so that it can be fastened. However, the fixing means 73d may use a rivet instead of the bolt 73d-1.

In the above, the applicant has described various embodiments of the present invention, but these embodiments are only one embodiment of implementing the technical idea of the present invention, and any modification or modification of the present invention as long as the technical idea of the present invention is implemented It should be interpreted as being within the scope of.

S1: Base layer forming step
S2: upper layer forming step
S3: Eaves formation stage
S4: Combined reinforcement step
S5: Interlayer connecting step S51: Elastic connecting rod forming step S52: Curved beam forming step
10: Hanok framing
20: base layer
21: vertical column 23: upper connecting rod 25: lower connecting rod 27: eaves installation space
30: upper layer
31: lower side rail 33: vertical column 35: lower connecting rod 37: upper connecting rod
40: top floor
41: lower side stand 43: vertical column 45: lower connecting rod 47: upper connecting rod
50: beam holder
51: holder body 51a: accommodation fixing groove 51b: entry groove
51c: bolt hole 52: fixing means
60: interlayer connection
61: elastic connecting rod 61a: inclined beam 61b: connecting plate
61c: elasticity providing part 61c-1: long hole 61c-2: slider
61c-3: spring 61d: fixing means
70: interlayer connection
71: curved beam 72: saddle 73: elastic providing portion 73a: long hole
73b: Slider 73c: Spring 73d: Fixing means

Claims (10)

In a method of constructing a multi-layered tower-type fusion hanok frame by connecting a number of steel materials,
A base layer forming step of forming a living space there in contact with the ground,
An upper layer forming step of forming a living space so as to have a relatively narrow floor area on top of the base layer formed by the base layer forming step;
The eaves forming step of forming the eaves along the outer edge of the upper layer formed by the upper layer forming step to the top of the base layer portion,
The base layer forming step,
Multi-layer tower type, characterized in that it comprises a vertical column erecting step of vertically erecting a plurality of vertical columns on a flat foundation surface and an upper connecting bar fixing step of fixing the upper connecting rod in the horizontal direction between the upper ends of the vertical columns. Construction method of fusion hanok frame. According to claim 1, The upper layer forming step
And a lower cross-section installation step of installing a pair of lower cross-section spaced apart so that both ends of the upper connecting rod,
A lower connecting rod fixing step of fixing the lower connecting rod inside the upper connecting rod so as not to overlap with the upper connecting rod between the lower crossing stages;
A vertical pillar attaching step of erecting a plurality of vertical pillars to an upper portion of the lower side stand at a position corresponding to a point where the lower connecting rod is fixed;
A method of constructing a multi-layered tower-type fusion hanok frame, comprising a step of fixing an upper connecting rod connected by an upper connecting rod between the upper ends of the vertical columns erected in the vertical column attaching step. According to claim 2, The upper layer forming step
A method of constructing a multi-layered tower-type fusion hanok frame, characterized by repeating the installation steps for the lower side, fixing the lower connecting stage, attaching the vertical column, and fixing the upper connecting stage, so that the narrowing space of the floor area is formed in multiple layers. . The method of claim 2, wherein the multi-layer tower-type fusion hanok frame construction method is
Multi-layered tower-type fusion hanok, characterized by comprising a coupling reinforcement step of reinforcing the coupling between the upper and lower cross-sections by inserting and fixing beam holders that are coupled to each other on the upper and lower cross-sections of the base layer. Frame construction method. The method of claim 4, wherein the joint reinforcement step
A beam holder inserting step in which the holder body of the beam holder formed in the shape of a'c' is fitted and fitted to the upper connecting rod and the lower horizontal stand, and a beam holder fixing the close holder body, the upper connecting rod and the lower stand with fixing means. Including a fixing step,
The beam holder insertion step,
The tightly coupled flange portion of the upper connecting rod and the lower cross section is inserted into the receiving fixing groove that penetrates the holder body in the horizontal direction, and the web portion of the lower cross section is inserted into the entry groove penetrating the holder body in the vertical direction,
The beam holder fixing step,
A method of constructing a multi-layered tower-type fusion hanok frame, characterized in that the fixing means formed of bolts or rivets are inserted and fastened through the bolt holes, the upper connecting rod, and the lower crossbar in the bolt holes penetrating the holder body up and down. The method of claim 3, wherein the multi-layer tower-type fusion hanok frame construction method is
A method for constructing a multi-layered tower-type fusion hanok frame, comprising an interlayer connecting step of forming an interlayer connecting portion that prevents deformation of the frame by external force and attenuates vibration between the base layer portion and the upper layer portion or between the upper layer portion and the upper layer portion. The method of claim 6, wherein the interlayer connection step
It is formed to connect the upper connecting rod and the lower connecting rod of the upper layer instead of the lower horizontal stand, and includes an elastic connecting rod forming step of installing an elastic connecting rod absorbing vibration in the horizontal direction.
The elastic connecting rod forming step,
A resilient providing part forming step of forming a resilient providing part that absorbs vibration in the connecting plate contacting the upper surface of the upper connecting part and the lower surface of the lower connecting part,
The connecting plate fixing step of fixing the connection plate formed with the elasticity providing portion to the upper connecting rod and the lower connecting rod,
A method of constructing a multi-layered tower-type fusion hanok frame, comprising a step of inclined beam combining to incline the inclined beam formed between the pair of connecting plates. The method of claim 7, wherein the step of providing elasticity
A long hole forming step of forming a plurality of long holes in the connecting plate,
A slider insertion step of inserting a slider moving along the long hole into the long hole;
And a spring insertion step of inserting a spring elastically supporting the slider on both sides of the slider into the long hole,
The step of fixing the connecting plate is a method of constructing a multi-layered tower-type fusion hanok frame, characterized in that a bolt or rivet is inserted into a fitting hole formed vertically through the slider to be coupled with an upper connecting rod and a lower connecting rod. The method of claim 6, wherein the interlayer connection step
And a curved beam forming step in which a curved beam that is elastically changeable by a load transmitted from the outside instead of a lower cross section is curved upward and downward to be connected to an upper link bar and a lower link bar of the upper layer,
The curved beam forming step,
An elastic provision part forming step of forming elastic provisions for absorbing horizontal vibrations at both ends of the curved beam;
An elastic provision unit coupling step of coupling both ends of the curved beam formed with the elastic provision unit with an upper connection unit,
Multi-layer tower fusion hanok frame construction method comprising a saddle coupling step of coupling the curved beam to the lower connecting rod by the saddle. The method of claim 9, wherein the step of forming the elastic portion
A long hole forming step of forming a plurality of long holes through both ends of the curved beam,
A slider insertion step of inserting a slider movable along the long hole into the long hole;
And a spring insertion step of inserting a spring elastically supporting the slider on both sides of the slider into the long hole,
The elastic providing unit coupling step is a method of constructing a multi-layered tower-type fusion hanok frame, characterized in that a bolt or rivet is inserted into a fitting hole formed vertically through the slider to be coupled with the upper connecting rod.

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