KR101897866B1 - Log houses using a section shape steel - Google Patents

Abstract

The present invention relates to a method of constructing a log house using a steel frame provided with a steel frame such as a column, a beam, a rafter, and a barge using a steel bar, a steel plate, a flat steel bar and a round bar, ≪ / RTI > The log wall of the disclosed invention minimizes the shrinkage, cracking and warping of the log by using a square log of less than 3cm in thickness, dried to a moisture content of less than 15%, and stacking the three log logs vertically and horizontally to enable airtight construction The outer rectangular logs are cut diagonally at upper and lower sides so that the slope faces outward to prevent rainwater from getting hard or penetrating through the walls. The outer wall of the log is made of double wall, The present invention relates to a method of constructing a log house using a steel frame having improved strength.

Description

{Log houses using a section shape steel}

The present invention relates to a method of installing a log wall in a steel frame using a section steel, and more particularly, to a steel frame comprising a column, a beam, a rafter, and a barge using a steel bar, a steel plate, The construction period is shortened by constructing the log wall in a prefabricated manner by using several square logs of less than 3cm in thickness, dried within a predetermined water content ratio of 15%, and the log wall is formed as a double wall, The present invention relates to a log house using a steel having improved strength.

Generally, the power house is a construction that is mainly constructed in a quiet place in the suburbs. Recently, the demand for the second house, which is a leisure house, which is kept in earnest, Demand for power houses has been steadily increasing in line with the demands of modern people who are eager for a quiet rural life in the suburbs.

Recently, many log houses are being constructed as an alternative to power houses. These log houses are eco-friendly because they are made of nature and have the characteristics of absorbing or absorbing moisture depending on the environment, It has the advantage of keeping the indoor environment more comfortable than other types of houses.

Log houses can be classified into Notch style, Post & Beam style, Combination style and Piece & Piece style depending on the structure. The house is a notch style structure in which walls are stacked with logs, and all the walls are made up of logs, and the trees crossing each other at the edge of the wall are overlapped with each other to be pinched by the well sperm (#).

These log houses have been developed in various ways with the development of drying and processing technology of wood. Today, log houses are produced and produced through various processing systems.

A method for preventing the shrinkage deformation of wooden houses and the wooden houses of log - assembled wooden houses 2010.09.27. KR 1020110030914 B1 Walls of log cabin wooden houses 2011.03.24. KR 1020130033848 B1 Wall structure using log as a vertical member 2013.04.04

Conventional Notch Style log houses using square logs or circular logs are required to have technical know-how to minimize the expansion and contraction of wood, which are unique characteristics, The dried logs are dried after construction and do not have the problem of settling due to the shrinkage of logs, warping and cracking, and require skilled engineers. In addition, many log processing operations are required, such as grooving for airtightness and edge breaking for joining corners, and even if the log itself has a large thermal insulation effect, there is a limit to the insulation when only logs are used as the wall.
In order to solve the above-mentioned problems, the present invention provides a log for use in the present invention, which is a square log of 3 cm or less in thickness dried within a predetermined moisture content of 15% It is a object of the present invention to provide a log house using a steel frame which not only reduces the construction period and costs but also prevents cracking and deformation of logs and forms an outer wall log with a double wall to construct a thermal insulation between the double walls, .

In order to achieve the above-mentioned object, the present invention provides a steel frame such as a column, a beam, a rafter, and a marquee by using a section steel, a section steel, and a flat steel section steel in a log house using a section steel.

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The pillars are composed of outer wall corner pillars, outer wall middle pillars, inner wall corner pillars, inner wall middle pillars, gutter pillars, and pakongsatsu pillars. Logs are stacked between pillars and pillars to form outer wall logs, inner wall logs and gutter wall logs , The outer wall log, and the gable wall log are made of a triple structure provided with outer wall corner pillars, outer wall middle pillars, gutter pillars and gutter pillars as outer pillars, center pillars and inner pillars in order to constitute a double wall, And an inner log is stacked between the middle column and the inner column.

Each of the middle columns is provided with auxiliary pillars of a predetermined width so that a certain space is formed between the outer and inner logs and the heat insulating material is installed in the space.

In order to use a log having a length of 4 meters or less, which is relatively well supplied, an outer wall intermediate column is provided between the outer wall corner column and the outer wall corner column, and a gutter column is provided between the gutter column and the gutter column.

' 형태로 배치되고, 외벽모서리 기둥과 외벽모서리 기둥 사이에 제공되는 외벽 중간 바깥기둥, 외벽 중간 가운데기둥, 외벽 중간 안쪽기둥이 적층되는 통나무 간격을 두고 실내 방향 일직선으로 배치한다.The outer wall corner column is arranged in a diagonal direction with a log spacing at the outer wall corner outer column, the outer wall corner outer column, and the outer wall corner inner column, which are made of a-shaped steel at the outer wall edge, , Inner wall corner columns are diagonally arranged at the inner wall edge facing the inner wall with a log interval where the inner wall edge outer column made of a-shaped steel and the inner wall inner column are stacked, and at the inner wall edge where the outer wall and inner wall face each other, The outer edge of the inner wall edge made by the inner wall edge,

And arranged in a straight line in the interior direction with a log spacing between the outer wall middle column and the outer wall middle column provided between the outer wall corner column and the outer wall corner column.

' 형태로 결합되고, 박공샛기둥은 평강으로 제작되어 양쪽의 박공기둥 사이에 박공 바깥샛기둥, 박공 가운데샛기둥, 박공 안쪽샛기둥이 제공되어 박공 바깥기둥, 박공 가운데기둥 사이, 박공 바깥샛기둥, 박공 가운데샛기둥 사이에 바깥 통나무가 적층되고 박공 가운데기둥, 박공 안쪽기둥 사이, 박공 가운데샛기둥, 박공 안쪽샛기둥 사이에 안쪽 통나무가 적층하게 된다.On the other hand, the pavement pillar is made of flat steel and placed on the side of the outer wall corners placed on the side of the building. The pavement outside pillar, the pavement center pillar,

', And the pavement pillar is made of flat steel, and a pavement pavement pillar, a pavement center pavement and a pavement pavement pillar are provided between the pavement pillars on both sides. The pavement outer pillar, the pavement inner pillar, , The outer logs are stacked between the pavement center pillar, and the inner logs are stacked between the pillars in the middle of the pavement, between the pillars inside the pavement, between the pavement and the inner pavement.

Wherein the outer column corners, the outer column inner columns, the inner wall corner columns, the inner wall upper column pillars, and the inner wall column pillars, each of which is composed of the outer side rib, the outer side rib, the inner side rib, the inner side rib, And the bolts and nuts are fastened together.

When the ceiling of the inner side beam, the inner side beam, the inner side beam, the inner side beam, the inner side beam, and the inner side vertical beam are installed as a flat ceiling, they are made of a steel and arranged in a form of "b" Inside ceiling beams, inner ceiling beams, inner ceiling beams, inner ceiling beams, inner ceiling, and vertical ceiling are variable members when the ceiling is installed with an open ceiling. .

The rafters according to the present invention are constructed of inner rafters, eaves rafters, inner rafters of gable eaves, and outer rafters of gable eaves, Is arranged at a certain high level.

The pallet according to the present invention comprises an outer pallet disposed outside the building and an inner pallet disposed inside the building.

The columns, beams, rafters, and paddles of the steel frame constructed as described above are arranged at the outer side of the outer wall corners disposed at the outside of the building, the outer wall pillar, the outer pillar, the outer pillar, the outer column pillar, the outer pillar, the eaves, The interior of the building and the exterior of the building are connected to each other and connected to each other, and the inner pillars inside the corner of the outer wall placed on the inner side of the building, the pillars in the middle of the outer wall, the inner beam, the inner column, As shown in FIG.

Each of the steel members used in the steel frame is manufactured to meet the needs of use, and then zinc is used to prevent corrosion.

A log used as a wall according to the present invention uses a square log having a thickness of 3 cm or less which can be evenly dried up to the inside of a log by a hot-kneading method with low drying cost.

In the outer wall logs, inner wall logs, and gable wall logs, a plurality of square logs are vertically stacked between the columns and the columns. When the logs are viewed from the side of the walls, the stacked logs are stacked up and down in a stacked manner, When looking at the stacked log from the top, the logs facing each other are staggered to the left and right to make the airtight construction.

On the other hand, the outside logs exposed to the outside of the building can be prevented from rainwater infiltration from outside and clogging phenomenon in advance by laminating the upper and lower parts with the inclined faces facing outward.

In the stacked outer wall logs and the inner wall logs, a bedrock is provided to protect the bedrock from the moisture coming from the concrete foundation. The bedrock is arranged by pushing a certain width toward the inside of the outer wall log than the outer wall log, So that the rainwater flowing through the outer wall log is prevented from penetrating into or being caught in the interior.

A vertical penetrating hole penetrating vertically through the outer wall log and the gable wall log at intervals of 1.0 to 1.5 meters and a support rod inserted into the vertical penetrating hole to prevent the log from being deflected to the left and right in time, When a window frame is installed on a log or a gable wall log, it is provided with a support rod to be inserted into a vertical penetration hole and a vertical penetration hole on both sides thereof. Thus, the outer wall log and the gable wall log of the window frame which can not be supported by the outer wall edge column and the outer wall middle column, .

As described above, the log house using the section steel according to the present invention has the following effects.

First, logs used as pillars, beams, rafters, berths, and walls are processed in advance, and the logs are assembled and laminated between the pillars.

Second, the pillars, beams, rafters, and berths can be separated from each other by a structure inside and outside the building to prevent a heat bridge phenomenon due to the use of a steel frame member.

Third, a square log of 3 cm in thickness used as a wall of the present invention can be dried to a temperature of less than 15% within a logarithm of the inside of a log by an open drying method which is relatively low in cost of drying. Thus, settling phenomenon and twist And the cracking can be minimized in advance.

Fourth, the method of stacking several square logs overlapping each other vertically and horizontally helps to maintain the airtightness of the wall without additional processing.

Fifth, the outer logs exposed to the outside of the building can be prevented by preventing the intrusion of rainwater from the outside or the accumulation of water in the laminated log walls by stacking the upper and lower parts in a parallelogram shape and cutting the slope face to the outside have.

Sixth, it is possible to improve the insulation effect by constructing the double wall of the outside wall and the inside wall with the log and installing the insulation between the walls.

Fig. 1 is a perspective view of a log house using a section steel according to the present invention. Fig.
Figs. 2 and 3 are partial perspective views of a log house steel frame using a section steel according to the present invention. Fig.
Fig. 4 is a front view of a steel frame for a log house using a section steel according to the present invention.
5 is a side view of a log house steel frame using a section steel according to the present invention
Fig. 6 is a plan view of the outer wall corner pillars, the outer wall middle pillars, the inner wall edge pillars, and the inner wall inner pillars shown in Fig. 2
Fig. 7 is a view showing a coupling relation between the column and the beam shown in Fig. 2
Fig. 8 is a view showing the side A of Fig. 2 from the inside
Fig. 9 is a front view of the interior A of Fig. 2
Fig. 10 is a perspective view of the portion A shown in Fig. 3,
11 is a view of the portion A shown in Fig. 7 viewed from the left side
Fig. 12 is a perspective view of the outer column corner of the outer wall shown in Fig. 2
Fig. 13 is a perspective view of the column at the center of the outer wall edge shown in Fig.
Fig. 14 is a perspective view of the column inside the corner of the outer wall shown in Fig.
Fig. 15 is a perspective view of a column in the middle middle of the outer wall shown in Fig.
Fig. 16 is a perspective view of the gantry outside column shown in Fig.
FIG. 17 is a perspective view of the pillar-
18 is a partial floor plan view of a log wall using a section steel according to the present invention;
19 and 20 are partial perspective views of a log wall using a section steel according to the present invention.
Fig. 21 is a cross-sectional view taken along the line A-A 'of Fig. 20,
FIG. 22 is a cross-sectional view taken along line B-B 'of FIG. 20,
23 is a side sectional view of a log house using a section steel according to the present invention
Fig. 24 is a plan view of a flat ceiling separation perspective view
25 is a perspective view of a roof according to the present invention
26 is a view showing another embodiment of the present invention,
27 is an exploded perspective view of Fig. 26,
Fig. 27 is a schematic view showing an embodiment of the present invention,
Fig. 28 is a view showing another embodiment according to the present invention,

Hereinafter, a log house using a section steel will be described with reference to the accompanying drawings.

1 is a perspective view of a log house using a section steel according to the present invention.

Referring to FIG. 1, a log house using a section steel according to the present invention comprises a steel frame 1, a log wall 500, and a roof 3 using a steel sheet on a concrete foundation 2.

FIG. 2 is a partial perspective view of a log house steel frame using a section steel according to the present invention, FIG. 4 is a front view of a log house steel frame using a section steel according to the present invention, and FIG. 5 is a cross- Fig. 7 is a view showing the coupling relationship between the column and the beam shown in Fig. 2, Fig. 8 is a side view of the inner wall corner column, FIG. 9 is a front view of the room A shown in FIG. 2, and FIG. 10 is a bottom-separated perspective view of the A portion shown in FIG.

2 to 10, in a log house using a steel frame according to the present invention, a steel frame 1 includes a column 100, a beam 200, a rafter 300, a barge 400, a roof rim 40, anchor bolts 10, bolts 11, nuts 12, wire ropes 30, and wire clips 31.

The column 100 includes an outer wall corner column 110, an outer wall intermediate column 120, an inner wall corner column 130, an inner wall intermediate column 140, a gable column 150, and a gutter column 160.

The outer wall corner post 110 is composed of outer wall corner outer pillars 111, outer wall corner middle pillars 112 and outer wall corner inner pillars 113 and is formed in a lattice shape using flat or angled corners, The outer wall corner outer pillars 111, the outer wall corner center pillars 112 and the outer wall corner inner pillars 113 are vertically arranged at intervals diagonally in the interior direction and each column is welded to the lower edge of the corner column sole plate 20 To anchor bolts (10). (See Figs. 2 and 6)

The column 112 at the center of the outer wall corner includes a pair of outer wall corner assist pillars 114 welded to the inner sides 112-a and 112-b of the room. (See Figs. 2 and 6)

A side 111b of the outer wall corner outer side column 111 located on the side of the steel frame 1, a side 112b of the column 112 located at the center of the outer wall edge 112 and a side 113b of the inner side wall 113 a and 112-a of the pillars 112 in the corner of the outer wall are made different from each other in accordance with the inclination of the roof in a state in which the pillars are arranged diagonally, b and the two sides 113-a and 113-b of the inner wall corner inner pillar 113 are made to have the same length and the side walls 111- a is longer than the side 111-b disposed on the side of the steel frame 1 by a predetermined length. (See Figs. 2, 8, and 9)

The outer wall intermediate pillar 120 is made of flat steel and comprises an outer wall middle outer pillar 121, an outer wall middle middle pillar 122 and an outer wall middle inner pillar 123, The outer wall middle outer pillar 121, the outer wall middle middle column 122 and the outer wall middle inner column 123 are arranged in the outer wall edge outer pillar 111, the outer wall edge middle column 112 and the outer wall corner inner pillar 113 And each column is fixedly coupled to the concrete foundation 2 with an anchor bolt 10 through an intermediate column sole plate 21 welded and attached at the lower end thereof. (See Figs. 2 and 6)

The outer middle intermediate support column 124 includes a pair of outer wall intermediate support pillars 124 welded vertically and vertically in the direction of the inner wall of the outer wall middle middle column 124, Width. (See Figs. 2 and 6)

" 형태로 간격을 두고 수직 배치되며 각각의 기둥은 하부에 용접되어 부착된 모서리기둥 밑창판(20)을 통하여 앵커 볼트(10)로 콘크리트 기초(2) 위에 결합 고정된다. (도 6 참조) The inner wall corner pillars 130 are formed in a lattice shape using flat or angled corners. The inner wall corner pillars 130 are formed by inner wall edge pillars 131 and 133 and inner wall corner inner pillars 132 and 134, The inner wall edge outer pillars 131 and the inner wall corner inner pillars 132 are vertically arranged in a diagonal direction with an interval therebetween and the inner wall edge outer pillars 133 and The inner wall corner inner pillar 134 is "

And each column is welded and fixed to the concrete foundation 2 with the anchor bolts 10 through the edge column bottom plate 20 welded to the bottom (see FIG. 6).

The inner wall middle column 140 is made of flat steel and has an inner wall middle outer column 141 and an outer wall middle inner column 142. The inner wall middle column 140 is formed between the inner wall corner column 130 and the inner wall corner column 130, The column 141 and the outer wall middle inner column 142 are vertically arranged in a straight line with an interval therebetween and each column is welded to the lower end of the intermediate column sole plate 21 through the anchor bolts 10, 2). (See Fig. 6)

The vertical length of the outer wall pillar 121 disposed on the front face of the steel frame 1 from the concrete foundation 2 is the same as the length of the outer wall corner outer pillar 111-a, The vertical length from the concrete foundation 2 of the outer wall pillar 121 disposed on the side of the outer wall is provided to have the same length as the length of the outer wall corner outer side wall 111- 122 are provided with the same length as the length of the column 112 in the corner of the outer wall and the upper and lower lengths of the outer wall middle inner column 123, the inner wall corner column 130, 140 are provided with the same length as the length of the inner wall corner inner pillar 113 from the concrete foundation 2. (See Figs. 2, 4, and 5)

The pedestal 150 is composed of a pedestal outer column 151 made of flat steel, a pedestal central column 152 and a pedestal inner column 153. The pedestal outer column 151 is welded to the middle lower end face And a bolt hole (13), the pillar center column (152) having a width equal to the width of the outer wall corner auxiliary column (114) And a bolt hole (13), which is welded to the lower end surface of the pillar (154), and the bolt hole (13), and the inside pillar (153) And includes a bolt hole (13). (See Fig. 2)

The center porthole 162 includes a pair of gauge auxiliary columns 164 welded vertically up and down in the interior direction and the width of the gauge auxiliary column 164 is equal to the width of the outer wall corner auxiliary column 114 . (See Fig. 2)

The lower part of the gable outer pillars 151 is connected to a pair of connecting plates welded to upper portions of the side 111-b of the outer wall corner 111 positioned on the side of the steel frame 1 50 between the pair of connecting plates 52 located outside of the two pairs of connecting plates 52 welded and attached under the outer marginal 410 by the bolts 11 and the nuts 12, And the bolts 11 and the nut 12 through the bolt holes 13. [ (See Figs. 8, 9 and 10)

The lower part of the pillar center column 152 is inclined by a roof slope and the lower part is connected to a pair of connecting plates welded on the upper side 112-b of the column 112 among the corner of the outer wall positioned on the side of the steel frame 1 50 between the pair of connecting plates 52 located at the inner side among the two pairs of connecting plates 52 welded and attached under the outer marginal 410 by the bolts 11 and the nuts 12, And the bolts 11 and the nut 12 through the bolt holes 13. [ (See Figs. 8, 9 and 10)

The lower pillar 153 is in a roof inclined state and the lower part is connected to a pair of connecting plates welded on the upper side 113-b of the column 113 inside the corner of the outer wall positioned at the side of the steel frame 1 And the upper part of the bolt 11 is inserted through a bolt hole 13 between a pair of connecting plates 52 welded and welded under the inner pane 420, And a nut (12). (See Figs. 8, 9 and 10)

The beam 200 includes an outer barb 210, a first inner barb 220, a second inner barb 221, an outer stringer 230, a first inner stringer 240, a second inner stringer 241, An inner outer barb 250, an inner inner barb 260, an inner outer barber 270, and an inner inner barber 280. (See Figs. 2 and 7)

The outer beam 210 is made of flat steel and has a plurality of bolt holes 13 and is vertically arranged on the outer side of the outer wall corner outer pillars 111 and the outer wall middle outer pillars 121 on the front face of the steel frame 1 And both sides of the outer side beam 210 are connected with the connecting plate 51 of the glaze inner eaves 330 and the outer ears 340 of the gable eaves in the interior direction, respectively, by bolts 11 and nuts 12, And the intermediate portion is coupled with the bolts 11 and the nuts 12 together with the connecting plate 51 of the plurality of eaves rafters 320 in the outdoors direction with the bolts 11 and the nuts 12. And a plurality of foot plates 25 welded in a roof inclined state at a predetermined interval to the lower side of the lateral side of the outer side beam 210 (see FIGS. 2, 3, and 7).

The first inner side beam 220 is formed in a lattice shape using a flat or a section steel and has a plurality of bolt holes 13 in a vertically disposed side 220-a, Are fixedly coupled to each other by bolts 11 and nuts 12 on the upper inside of the column 113 and inside the upper inside corner corner 134 of the inner wall facing the outside wall, A plurality of supporting plates 25 welded and attached in a roof inclined state are provided and joined together with bolts 11 and nuts 12 together with connecting plates 51 of inner rafters 310 arranged at regular intervals, The disposed side 220-b is manufactured by adjusting the length so as not to overlap the side 240-b of the adjacent first inner side string 240 and the side 280-b of the inner side string 280. (See Figs. 2, 3 and 7)

The second inner side beam 221 is made of flat steel and has a plurality of bolt holes 13 and is provided with a bolt 11 on an inner wall corner outer side column 133 facing the outer wall, And are connected to each other by a bolt 11 and a nut 12 together with a connection plate 51 of an inner rafter 310 disposed at a predetermined interval in an upper direction in the room, And a plurality of support plates 25 welded and attached in a roof inclined state in the upper outdoor direction are provided at regular intervals. (See Figs. 2, 3 and 7)

The outer stringer 230 is made of flat steel and is coupled and fixed to bolts 11 and nuts 12 at the upper outer side of the outer wall corner outer side pillars 111 and the upper outer side pillars outer side pillars 121 respectively, And a pedestal wall support plate 23 welded and attached in the upper interior direction of the support wall 230. (See Figs. 5 and 7)

The first inner side string 240 is formed in a shape using a flat or a section steel and arranged in a cubic shape so that the vertically disposed side 240-a is connected to the inner side corner inner column 113 And the upper end of the side wall corner 134 facing the outer wall is fastened with bolts 11 and nuts 12 and the upper end of the vertically disposed side 240-a And a pedestal wall support plate 25 welded and horizontally welded in the outdoors direction. (See Figs. 2 and 7)

The inner side outer beam 250 is formed in a lattice shape using a flat or a section steel and is arranged in a cubic shape so that the vertically disposed side 250-a is connected to the outer edge of the inner wall corner facing the outer side of the side of the steel frame 1 (11) and a nut (12), respectively, on the upper part of the inner side wall (133) and the outer side of the inner side wall outer edge (131) (See Figs. 2 and 7)

The inner side beams 260 are formed in a L-shaped form using a flat steel or a steel and are arranged in a cubic shape so that the vertically disposed side 260-a is parallel to the inner side wall of the inner wall facing the outer wall of the side of the steel frame 1 The side 260-b, which is coupled and fixed by the bolts 11 and the nuts 12 in the upper inside, the inside upper corner of the inner corner corner 132 facing the inside wall and the inside wall, B of the inner side stringer 280 and the sides 240-b of the inner side stringer 240 and the sides 280-b of the inner side stringer 280. (See Figs. 2 and 7)

The inner side stringer 270 is made of flat steel and the right side is made of a flat steel or a steel and is arranged in the shape of a letter and is disposed outside the inner wall facing the outer wall of the front side of the steel frame 1 The bolts 11 and the nuts 12 are fastened to the upper portion of the inside of the column 133, the upper portion of the upper portion of the middle outer column 141 of the inner wall and the upper portion of the upper portion of the inner wall outer corner 131 facing the inner wall. (See Figs. 2 and 7)

The inner side stringer 280 is formed in a lattice shape using a flat or a section steel and arranged in the form of a letter string so that the vertically disposed side 280-a is connected to the inner side wall of the inner wall corner facing the outer wall of the front side of the steel frame 1. [ The upper inner side of the inner wall 134, the upper inner side of the inner side wall 142, and the upper side of the inner side corner 132 of the inner wall facing the inner wall. (See Figs. 2 and 7)

The first inner side beam 220, the second inner side beam 221, the first inner side string 240, the second inner side string 241, the inner outer side beam 250, the inner inner side beam 260, The inner side stringers 270 and the inner side stringers 280 are formed in a lattice shape to be installed in a planar ceiling and provided in a form so as to form a square shaped frame and made of flat steel for constructing an open ceiling And is a variable member. (See Figs. 2 and 7)

The rafters 300 are composed of inner rafters 310, eaves rafters 320, inner rafters 330 on the eave of eaves eaves, and outer rafters 340 on the eave corners of the eaves. (See Figs. 3 and 4)

A plurality of the inner rafters 310 are arranged at regular intervals with the web 310-a facing upward so that the first inner side beam 220 and the second inner side beam 221 are arranged in the interior of the building, And the upper part of the web 310-a is fixed to the lower part of the inner edge panel 420 by the bolts 11 and the nuts 12 through the connecting plate 51 provided with the inner rafter 310, And a nut (12). (See Figs. 3 and 4)

A plurality of the eaves (320-a) are arranged at regular intervals with the web (320-a) facing upward. The lower part is connected to the roof frame (40) And the bolts 11 and the nuts 12, respectively. (See Figs. 3 and 4)

The gable-eaves inner rafter 330 includes a connecting plate 51 having a web 330-a facing downward and a lower portion having an outer side beam 210 and a gable-inner eaves 330 opposed to the upper portion, And the upper portion of the web 330-a is coupled to the bolt 11 above the outer marginal 410. As shown in Fig. (See Figs. 3 and 4)

The outer rafter 340 has a connecting plate 51 having a web 340-a facing downward and a lower outer barbeam 210 and an outer rafter 340 facing the upper portion of the gable- A bolt 11 and a nut 12 are fastened to the bolt hole 13 through the bolt hole 13 and the bolt hole 13 provided on the web 340- Lt; / RTI > The height of the side 340-c disposed on the outside of the gablehead outer rafter 340 is made higher than the height of the side 340-b disposed on the inside so as to be coincident with the height of the roof rim 40, The length of the lower end portion of the roof 340-c is longer than that of the side 340-b and is made to face the roof rim 40. (See Figs. 3 and 4)

The inner rafters 310 disposed inside the building as described above according to the present invention are coupled to the lower part of the inner beryllium 420 and are connected to the inside of the glaze eaves 330 and the outside of the glaze eaves The rafter 340 is coupled to an upper portion of the outer beryllium 410 and has a feature that the eaves 320 are disposed on an extension line of the roof slope of the gable inner ears 330 and the outer ears 340 of the gable eaves. (See Figs. 3 and 4)

' 형태로 제작되며, 상기 외부마룻대(410)는 '

' 형태 아래 한쪽으로 두 쌍의 연결판(52)을 구비하고 상기 외부마룻대(410) 연결판(52)에는 각각 볼트구멍(13)이 구비되고, 상기 내부 마룻대(420)는 '

' 형태 아래 양쪽으로 한 쌍의 연결판(52) 구비하고 상기 내부 마룻대(420) 연결판(52)에는 각각 볼트구멍(13)이 구비된다. (도 3, 도 4, 도 10 참조) The floorboard 400 is composed of an outer marred floor 410 and an inner marred floor 420,

', And the outer marginal 410'

And two bolt holes 13 are formed in the connecting plate 52 of the outer beryloid 410 and the inner beryllium 420 is formed of a pair of connecting plates 52,

And a bolt hole 13 is formed in the connecting plate 52 of the inner beryloid 420. The bolt hole 13 is formed in the connecting plate 52, (See Figs. 3, 4, and 10)

' 형태 아래쪽으로 구비된 두 쌍의 연결판(52)을 통하여 건물 양측의 박공 바깥기둥(151) 및 박공 가운데기둥(152)과 볼트(11)와 너트(12)로 결합되고, 위쪽으로는 철골조(1) 양측의 박공처마 안쪽서까래(330) 및 박공처마 바깥서까래(340) 하부에 각각 볼트(11)와 너트(12)로 결합 고정된다. (도 3, 도 4, 도 10 참조)The outer marquee 410 is disposed on both sides of the front side of the steel frame 1,

Is coupled with the bolt (11) and the nut (12) with the gutter outer pillars (151) and the gable center pillars (152) on both sides of the building through two pairs of connecting plates (52) (11) and a nut (12) on the inner rafter (330) and the outer rafter (340) on both sides of the gable eaves on both sides. (See Figs. 3, 4, and 10)

' 형태 아래쪽으로 구비된 한 쌍의 연결판(52)을 통하여 철골조(1) 양측의 박공 안쪽기둥(153)과 볼트(11)와 너트(12)로 결합되고 내부 마룻대(420)의 중간 부분은 다수의 내부서까래(310) 상부에 볼트(11)와 너트(12)로 결합 고정된다. (도 3, 도 4, 도 10 참조)The inner beryllium (420) is disposed inside the building, and both sides of the inner beryllium (420)

Through the pair of connecting plates 52 provided at the bottom of the frame 1 and the inner pillars 153 on both sides of the steel frame 1 with the bolts 11 and the nuts 12 and the middle part of the inner beryllium 420 And are fixedly coupled to the upper portions of the plurality of inner rafters 310 with bolts 11 and nuts 12. (See Figs. 3, 4, and 10)

The roof rim 40 is made of flat steel and is fixedly coupled to the lower ends of a plurality of eaves rafters 320 by bolts 11 and nuts 12 and the upper and lower widths of the roof rim 40 are coupled to each other. 320 formed on the outer side of the roof rafter 40 so as to coincide with the height of the outer side 340-c of the outer rafter 340. The plurality of through holes 32 provided in the upper part of the roof frame 40, And the wire rope 30 joined via the wire clip 31 (see Fig. 3)

As described above, the steel frame 1 according to the present invention includes the outer wall middle outer pillars 121, the gutter outer pillars 151, the outer ramps 210, The outer edge bar 230, the eaves 320, the inner rafter 330, the outer rafter 340, and the outer marley 410 are connected and connected to each other, The inner pillars 123, the inner pillars 153, the inner pillars 220, the inner stringers 240, the inner rafters 310, and the inner beryllium 420 are connected to each other by the pillars 113, The steel frame 1 disposed outside the building and the steel frame 1 disposed inside the building are separated from each other to prevent heat bridging and condensation due to the use of the steel frame having a high thermal conductivity. I have. (See Figs. 2, 3, 4, 5, and 7)

It is preferable that the column 100, the beam 200, the rafter 300, and the marquee 400 used in the present invention are welded and manufactured in advance in accordance with the standard, and then zinc-plated to prevent corrosion.

11 is a view of the portion A shown in Fig. 7 as viewed from the left side.

Referring to FIG. 11, the upper and lower outer pillars 121, 122, 123 are arranged in a state of being arranged in a state of a roof slope, and the outer wall middle outer pillars 121 The upper end surface 124-a of the outer wall intermediate auxiliary column 124 is made to be higher toward the outside in the room in accordance with the inclination of the roof . The outer stringer 230 is fixedly coupled to the outer upper end of the outer wall middle outer pillars 121 by bolts 11 and nuts 12 together with the auxiliary connecting plate 53 and the second inner stringers 241 are fastened And is fixedly coupled to the outer upper end of the column 123 together with the bolt 11 and the nut 12 together with the auxiliary connecting plate 53. The auxiliary connecting plate 53 is an auxiliary means for filling a space between the outer stringer 230 and the outer wall middle outer column 121 and between the second inner stringer 241 and the outer wall middle inner column 123. Further, the pedestal wall support plate 23 described above is welded and attached so as to incline outdoors from the room, and the pedestal wall support plate 24 is horizontally welded and attached.

FIG. 12 is a perspective view of the outer corner of the outer wall edge shown in FIG. 2; FIG.

12, the outer wall corner outer pillars 111 are formed in a lattice shape, and the corner column bottom plate 20 provided with the bolt holes 13 is welded and attached to the bottom of the column. A and 111-b disposed on the sides of the building 111-a and 111-b are provided with a predetermined length longer than the other side 111-b disposed on the side of the building, A hole 133 is provided and a pair of connection plates 50 are welded and attached to both sides of the upper side of the side 111-b disposed on the side surface of the building. The connecting plate 50 is made of flat steel, and the bolt holes 13 are formed in the upper and lower portions of the connecting plate 50.

13 is a perspective view of a column at the center of the outer wall edge shown in Fig.

13, the column 112 at the center of the outer wall is formed in a lattice shape, and a corner column bottom plate 20 provided with a bolt hole 13 at the lower end of the column is welded and attached. And auxiliary columns 114 having a predetermined width are vertically welded and coupled to the side 112-a disposed on the side of the building and the side 112-b disposed on the side of the building, Are each made of flat steel and the upper surface 114-a is sloped to match the slope of the roof. The side 112-b is welded with a pair of connection plates 50 having bolt holes 13 on both sides thereof.

Fig. 14 is a perspective view of a column inside the corner of the outer wall shown in Fig. 2. Fig.

Referring to FIG. 14, the outer wall corner inner pillar 113 is formed in a lattice shape, and the edge column bottom plate 20 having the bolt hole 13 is welded and attached to the lower end of the column. A bolt hole 13 is provided in an upper portion of the side 113-a disposed on the side of the building and a side 113-b disposed on the side of the building, The connecting plate 50 is welded and attached. The connection plate 50 is made of flat steel and has bolt holes 13 at the upper and lower portions thereof.

FIG. 15 is a perspective view of the center middle 122 of the outer wall shown in FIG.

15, the middle middle column 122 is made of flat steel, and the middle column sole plate 21 having the bolt hole 13 is welded and welded on both sides of one side of the column, A pair of auxiliary columns 124 having a constant width are welded to each other, and an upper end surface 124-a of the auxiliary column 124 is processed to be inclined in accordance with the inclination of the roof.

16 is a perspective view of the gable outer pillars 151 shown in Fig.

Referring to FIG. 16, the pedestal outer pillars 151 are manufactured using flat steel, and the lower end faces of the pillars arranged in a roof slope are horizontally processed vertically and the upper end faces are vertically processed to have bolt holes 13 at upper and lower portions, respectively And a pedestal outside pillar 161 is welded to the lower end of the pillar.

17 is a perspective view of the pillar center column 152 shown in Fig.

17, the pillar center column 152 is manufactured using flat steel, and the lower end face of the column arranged in a roof slope is processed horizontally and the upper end face vertically, respectively, and bolt holes 13 are formed in the upper and lower portions, respectively And a gable center pillar 162 is welded and provided at the lower middle portion of the column. A pair of spaced-apart auxiliary pillars 164 having a long and constant width in the up-and-down direction are welded on both sides of the room in the interior direction.

FIG. 18 is a partial top plan view of a single-layer log wall using a section steel according to the present invention, and FIGS. 19 and 20 are partial perspective views of a log wall using a section steel according to the present invention.

Referring to FIGS. 18 to 20, the log wall 500 includes an outer wall log 510, an inner wall log 520, and a pier wall log 530.

The outer wall log 510 is composed of an outer outer wall log 511 and an inner outer wall log 512. The outer outer log log 511 is formed between the outer wall corner outer pillars 111 and the outer wall corner middle pillars 112, The inner outer wall log 512 is stacked vertically between the outer pillars 121 and the middle middle pillars 122. The inner outer wall log 512 is formed between the pillars 113 on the outer wall corners and the pillars 112 on the outer wall corners, 123 and the center middle column 122 of the outer wall.

The provision of the outer wall intermediate columns 120 between the outer wall edge posts 110 and the outer wall edge posts 110 allows the use of relatively short logs of generally less than 4 meters in length as outer wall logs 510 .

The inner wall log 520 is vertically stacked between the inner wall edge outer pillars 131 and the inner wall corner inner pillars 132 and between the inner wall corner outer pillars 133 and the inner wall corner inner pillars 134, 140 are provided, they are vertically stacked and fixed between the inner wall corner pillars 130 and the inner wall middle pillars 140. The inner wall intermediate column 140 is provided on the side of the landing 62 when the landing log 520 is provided with a landing 62.

The gable wall log 530 is composed of an outer gutter wall log 531 and an inner gutter wall log 532 such that the outer gutter wall log 531 is located between the gutter outer column 151 and the gutter middle column 152 The inner gable wall log 532 is stacked vertically between the gutter outer pillar 161 and the gutter inner pillar 162. The inner gutter wall log 532 is vertically stacked between the gutter inner pillar 152 and the inner gutter 153, And is vertically stacked and fixed between the portholes 162 and the gusset inner posts 163.

The outer wall logs 510, the inner wall logs 520, and the gable wall logs 530 according to the present invention are provided between the columns so that three rectangular logs each having a thickness of 3 cm are overlapped. It can be dried up to the inside of the log by the hot drying method within the moisture content rate of 15%.

An outer outer wall log 511 and an outer outer wall log 511, an inner outer wall log 512 and an inner outer wall log 512 facing each other between the outer wall edge columns 110 and the outer wall middle columns 120, The outer gutter wall logs 531 and the outer gutter wall logs 531, the inner gutter wall logs 532, and the inner gutter wall logs 532, which face each other between the posts 160, Stacked to the left and right to ensure airtight construction.

On the other hand, the outer log 511-a of the outer outer log 511, the outer log 512-a of the inner outer log 512, the inner log 520-a of the inner log 520, And vertical penetration holes 650 vertically penetrating the vertical penetration holes 520-b at intervals of 1.0 to 1.5 meters. The support rods 64 made of stainless steel are inserted into the vertical penetration holes 650, The outer log 511-a of the outer outer log 511, the outer log 512-a of the inner outer log 512, the inner log 520-a of the inner log 520, 520-b) will warp to the left and right as time elapses to prevent aesthetic damage in advance.

A space formed by a pair of outer wall edge auxiliary pillars 114 and a pair of outer wall intermediate auxiliary pillars 124 is formed between the outer wall log 511 and the inner wall log 512, The outer wall insulator 66 is installed in the space formed by the gimp auxiliary column 154 and the gimp wall auxiliary column 164 between the inner gimp wall logs 532, thereby enhancing the heat insulation.

The outer wall logs 510 and the inner wall logs 520 are arranged on the pedestal 60 so as to be protected from moisture coming from the bottom.

An airtight sealing member 61 having elasticity is provided on the upper part of the pedestal wall log 530 to maintain airtightness in preparation for vertical contraction within the moisture content ratio of the outer pedestal wall log 531 and the inner pedestal wall log 532 do.

21 is a sectional view taken along line A-A 'in Fig.

21, when the window frame 63 is installed on the gable wall log 530, the outer log 531-a of the outer gutter wall log 531 on both sides of the window frame 63, the outer log 531- And the vertical through holes 650 having a length larger than the height of the window frame are provided on the window frame 532-a so that the support rods 64 made of stainless steel are provided on the vertical through holes 650, It is possible to prevent the aesthetic appearance from being deteriorated by being bent to the left and right as time elapses.

The window frame 63 is provided with wings 63-a having a width for installing the outer wall insulation material 66 between the outer gutter wall log 531 and the inner gutter wall log 532 on both sides of the window frame, The airtightness around the window frame 63 can be enhanced by inserting the wings 63-a between the outer gutter wall log 531 and the inner gutter wall log 532. [

22 is a sectional view taken along line B-B 'in FIG.

22, the outer pebble wall log 531 is formed on the pebble wall support plate 23 welded and attached to the outer stringers 230 on the side of the building while the inner pebble wall log 532 is disposed on the inner side stringer 240 of the building side. And are stacked on the pebble wall support plate 24, which is welded and adhered to each other. The pedestal wall support plate 23 and the pedestal wall support plate 24 are welded to each other after the outer wall log 511 and the inner wall log 512 are installed.

The peacock wall support plate 23 welded to the outer stringer 230 is provided to be inclined outward so that external rainwater penetrates into the interior or between the peacock wall support plate 23 and the outer peacock wall log 531 Prevent the phenomenon of water accumulation.

The outer logs 511-a exposed to the outside of the outer perforated wall log 531 and the outer logs 511-a exposed to the outside of the outer outer log logs 511 are processed so as to incline the upper and lower surfaces obliquely, So as to prevent the phenomenon that the rainwater infiltrates into the inside or the water accumulates between the logs stacked up and down.

An airtight sealing member 61 having elasticity is provided between the outer outer wall log 511 and the pedestal wall support plate 23 and between the inner outer wall log 512 and the pedestal wall support plate 24 so that the outer outer wall log 511 and the inside The airtightness of the outer wall 512 is maintained in preparation for vertical shrinkage within the established moisture content ratio.

23 is a side sectional view of a log house using a section steel according to the present invention.

Referring to FIG. 23, as described above, the outer wall logs 510 are stacked in such a manner that three logs having a thickness of 3 cm are stacked vertically. The outer wall logs 510 are laminated in such a manner that they stack up and down when viewed from the side, Let the construction work.

The lower support slope of the outer log 511-a is disposed at the bottom of the outer log 511-a by being pushed into the interior of the room from the outer side of the outer log 511- Prevent rainwater from accumulating in advance.

The roof 3 according to the present invention includes a roof 2 on the upper part of the inner rafter 310 joined to the inner beam 220 and an upper portion of the airtight holding member 61 covering the outer wall log 510 and the outer wall insulating material 66, open roof ceiling 610 and a roof insulating material 67 and a roof intermediate log 620, a waterproof sheet 68 and a roof covering material 69 in this order.

The height H 'of the gable eave inner rafter 330 is made to be a height of the combined thickness of the open ceiling finishing log 610 and the roof insulator 67 and the outer side of the gable- The height H of the roof 340-c is made to the height of the combined thickness of the open ceiling finish log 610, the roof insulation material 67, the roof intermediate log 620 and the waterproof sheet 68.

The length of the upper end 111-c of the side 111-a disposed on the front surface of the outer wall corner outer side 111 is longer than the upper end 111-d of the side 111- L are fabricated with the height H 'of the combined thickness of the open ceiling finishing log 610 and the roof insulation 67 provided in the roof 3.

The upper and lower lengths L of the roof rim 40 are formed in consideration of the vertical lengths of the opposing rafters 320 and the height H "of the combined thickness of the roof log 620 and the waterproof sheet 68.

An airtight sealing member 61 having elasticity is provided between the upper outer wall log 511 and the inner outer wall log 512 and between the upper portion of the outer wall heat insulating member 66 and the open ceiling finishing log 610, 510), and the open ceiling finishing logs (610) are stacked in such a manner that two of them are staggered and overlapped using a log having a thickness of 3 cm and dried to a moisture content ratio of 15% Construction.

FIG. 24 is a plan view of a flat ceiling according to the present invention. FIG.

24, a portion provided with a square shaped frame composed of a first inner side beam 220, a first inner side string 240, an inner inner side beam 260, A flat ceiling finishing log 600, two supporting frames 630, a plurality of ceiling frames 65 made of flat steel, and a bottom log 670 are successively provided inside the rectangular frame, A portion provided with the second inner side beam 221 and the inner side string 270 is a place where an open ceiling 5 is installed and the ceiling line 65 has wings 65- a).

The flat ceiling finishing log 600 is provided with a horizontal through-hole 640 at an interval of 1.0 to 1.5 meters on the vertical surface using a log having a thickness of 3 cm and dried to a moisture content ratio of 15% A material support rod 64 is inserted to prevent the flat ceiling finish log 600 from sagging downward.

25 is a perspective view of a roof according to the present invention.

25, a roof 3 according to the present invention includes an inner rafter 310, a two-ply open ceiling finish log 610, and a roof thermal insulator 67 disposed above the inner beam 220 The upper part of the roof insulator 67 and the upper part of the eaves 320 and the upper part of the inner side rafter 330 are covered with the roof log 620, the waterproof sheet 68 and the roof finishing material 69, The insulation can be strengthened, and the roof outside the building can be constructed thinly, thereby reducing the construction cost.

The open ceiling finishing log 610 and the roof log middle log 620 are provided as logs dried to a moisture content of less than 15% of a thickness of 3 cm or less.

A plurality of through holes 32 provided in the roof frame 40 and wire ropes 30 fixed by wire clips 31 are arranged between the waterproof sheet 68 and the roof intermediate log 620 at regular intervals, And to make the roof structure more robust.

FIG. 26 is a side view of an outer wall edge portion according to another embodiment of the present invention, and FIG. 27 is an exploded perspective view of FIG. 26.

26 and 27, the outer log 511-a of the outer outer wall log 511, which is stacked between the outer-wall corner outer pillar 111 and the outer-wall corner middle column 112, Is provided with a groove 511-a 'having a length inserted into the outer wall edge outer wall 111 and a thickness of the outer wall corner outer wall 111 plus the column finishing log 660 and the groove 511- (111) is buried, and the top is closed with a column closing log (660).

The inner log 512-a of the inner outer wall 512 stacked between the columns 112 of the outer wall corners and the inner column 113 of the outer wall corners has a length inserted into the outer wall corner inner column 113 on the outer surface, A groove 512-a 'having a thickness which is the sum of the outer wall corner inner pillar 113 and the column finishing log 660 is provided and the outer wall corner inner pillar 113 is embedded in the provided groove 512-a' Is finished with a column closing log (660).

28 is a view of an intermediate portion of an outer wall as another embodiment according to the present invention.

28, the outer log 511-a of the outer outer log 511, which is stacked between the outer-wall middle outer pillars 121 and the middle middle pillars 122, has an outer wall intermediate outer pillars 121 And a groove 511-a 'having a thickness added to the outer wall middle outer pillars 121 and the column finishing logs 660 is provided in the groove 511-a' provided in the outer wall middle outer pillars 121 ) Is buried, and the top is closed with a column closing log 660.

The inner log 512-a of the inner outer wall 512 stacked between the outer-wall middle middle column 122 and the outer-wall middle inner column 123 has a length inserted into the outer- A groove 512-a 'having a thickness that is the sum of the outer wall inner lower column 123 and the column finish log 660 is provided and the outer wall middle inner column 123 is embedded in the provided groove 512-a' Close with a column log (660).

However, in the case of the inner wall corner pillars 130, the inner wall intermediate pillars 140, the pillar pillars 150 and the punched pillars 160, the outer wall corner outer pillars 111 and the outer wall corner inner pillars 113 It is obvious that the pillar can be embedded in the inside of the log to prevent the pillar from being exposed to the outside by providing a groove having a thickness which is the sum of the length of the log inserted into each column and the column and the column closing log 660 as shown in FIG.

Although not shown in the drawing, it is preferable that the column 100, the beam 200, the rafter 300, and the wagon 400, which are exposed to the outside and the room, are finished with a wood or metal panel.

While the present invention has been described in connection with what is presently considered to be practical exemplary embodiments, it is to be understood that the invention is not limited to the disclosed embodiments, but, on the contrary, .

1: Steel frame
2: Concrete foundation
3: Roof
4: Flat ceiling
5: open ceiling
100: Column
110: Outer wall corners
120: Outer wall intermediate column
130: Column at the corner of the wall
140: Inner wall middle pole
150: Archway pillar
160: The pavement pillar
200: Bo
210:
220: inside beam
230: Outer string
240: inner stringers
250: Inner outer rail
260: Inner inner beam
270: inner outer column
280: inner inner string
300: The rafter
310: Inside rafter
320: Eaves in the eaves
330: The rafter inside the gilded eaves
340: Outside the rafters of the gilded eaves
400: Pillow
410: Outer Marlin
420: Inner Marlin
500: log wall
510: exterior wall
520: Internal wall logs
530: Gable wall logs
540: External wall insulation
600: Flat ceiling closed log
610: open ceiling log cabin
620: Roof middle log
630:
640: Horizontal penetration hole
650: vertical through hole
660: Log of the end of the pillar
670: bottom log
10: Anchor bolt
11: Bolt
12: Nut
13: Bolt hole
20: Corner column bottom plate
21: Middle column bottom plate
23: Pavement Wall Plate
24: Pavement wall base plate
25:
30: Wire rope
31: Wire clip
32: Through hole
40: Roof rim
50: connection plate
51: connection plate
52: connection plate
53: auxiliary connection plate
60: Standing stone
61:
62: Visit
63: window frame
64: Supporting rod
65: Ceiling wire
66: External wall insulation
67: roof insulation
68: Waterproof sheet
69: roof finish

Claims (32)

In a log house using a section steel,
A plurality of pillars including outer wall corner pillars, inner wall corner pillars, outer wall intermediate pillars made of flat steel, inner wall inner pillars, gutter pillars, and gutter pillars;
A plurality of logs stacked between the columns and the columns;
A plurality of beams made of flat steel using a steel frame for constructing an open ceiling and being formed in a shape using a steel frame to construct a flat ceiling and having both sides fixed to the column and the upper portion of the column;
A plurality of rafters, each of which is formed in a U-shape using a section steel and fixedly connected to the upper portion of the beam;
Using a steel frame to match the roof slope,

&Quot; and fixed to the upper part of the rafter; And
And a roof covering the rafters and the upper part of the bedstead. The method according to claim 1,
Wherein the outer wall corner post is vertically arranged in a diagonal direction at an outer wall edge portion at an interval of the thickness of the piled logs, the outer wall corner post is formed of an outer wall corner outer post,
The inner wall corner post is composed of an outer inner wall corner post and an inner inner wall corner post.

And is arranged vertically in a diagonal direction at intervals of log thicknesses stacked on the inner wall edge where the inner wall and the inner wall are in contact with each other,
Wherein the outer wall intermediate column is vertically arranged in the center of the outer wall in a straight line in the interior direction at an interval of the thickness of the piled logs,
Wherein the inner wall intermediate column is composed of a middle outer column of the inner wall and a middle inner column of the inner wall and is vertically disposed at an intermediate portion of the inner wall at intervals of the thickness of the piled logs,
Wherein the pierced pillar is composed of a pore outer pillar, a pore center pillar, and a pore inner pillar and is fixedly coupled to the outer wall edge pillar,
Wherein the pakongsaek pillar is welded to the pillar and consists of a pavement pavement, a pavement center pavement, and a pavement inside pavement. 3. The method of claim 2,
The logs,
An outer wall log which is formed by vertically stacking a plurality of rectangular logs made of a plate material between the outer wall edge outer pillars and the outer wall edge pillars and between the outer wall middle outer pillars and the middle middle pillars, An inner outer wall logically stacked vertically with a plurality of square logs formed between the inner pillars and between the pillars in the middle of the outer wall and the middle inner pillars;
An inner wall logically formed by vertically stacking vertically stacked rectangular logs between the inner and outer inner wall corner columns and between the inner and outer wall inner and outer wall inner and outer pillars;
An outer gut wall log in which a plurality of rectangular logs made of a plate material are vertically stacked between the outer gantry pit and the gantry middle column and between the gantry outer gantry column and the gantry middle gantry column;
And an inner gable wall log in which a plurality of rectangular logs made of a plate material are stacked vertically between the gable pillar and the gable inner pillar and between the gable pillar and the inner gable pillar in the gable. 3. The method of claim 2,
And the inner pillars are connected and fixed to the upper ends of the sides of the inner side pillars, which are located on the sides of the inner side walls of the outer wall corners, respectively. 3. The method of claim 2,
The log house is welded to the outside of the gutter, the gutter in the center of the gutter, the center pole in the gutter, and the inside gutter in the gutter are welded to the middle of the inside of the gutter. The method according to claim 1,
A log house using a steel frame in which a steel frame inside a building and a steel frame outside the building are separated from each other by a plurality of pillars made of the steel and the steel. The method of claim 3,
A pair of auxiliary columns welded in a horizontal direction and welded to each other are provided in the inner direction of the inner side of the pillar in the middle of the outer wall and the inner middle direction of the pillar in the middle of the outer wall, Wherein a space is formed in the space and the outer wall heat insulating material is provided in the space. The method of claim 3,
A pair of auxiliary pillars made of flat steel in the direction of the room in the center of the pavement and horizontally long and welded and a pair of auxiliary pillars made of flat steel in the direction of the room in the center of the pavement are provided, Wherein a space is formed between the log and the inner pore wall log and the outer wall insulation is provided in the space. The method of claim 3,
The outer wall logs, the inner wall logs, and the gable wall logs are provided with three vertically stacked log pieces each having a thickness of 3 cm or less between the columns, and the three stacked log logs are provided in a stacked manner, Log house using section steel. The method of claim 3,
The outer wall edge columns and the outer wall edge columns, the outer wall logs facing each other between the outer wall middle columns and the outer wall middle columns, and the gutter wall logs facing each other horizontally between the gutter columns and the gutter columns, A log house using a section steel which is provided in a stacking manner so as to keep it confidential. The method of claim 3,
The log house, which is provided with the outer wall logs, the inner wall logs, and the gable wall logs as logs dried within a moisture content ratio of 15%. 4. The method of claim 3, further comprising:
The outer log cabin and the outer log cabin wall are exposed to the outside, and the upper and lower portions of the log cabin are sloped in a trapezoidal shape so that the inclined surfaces face outward to prevent the inflow of rainwater. The method of claim 3,
A vertical through hole penetrating vertically through the outer and outer logs of the outer outer wall logs exposed to the outside, the inner outer wall logs of the inner outer wall logs exposed to the room, the inner logs of the inner wall logs and the outer logs at intervals of 1.0 to 1.5 meters And is provided with a stainless steel support rod inserted into the vertical through-hole. The method of claim 3,
Wherein when the window frame is installed on the gable wall log and the outer wall log, a vertical through hole having a length longer than the height of the window frame is provided on the logs on both sides of the window frame, and a stainless steel support rod is inserted into the vertical through hole, Used log houses. The method of claim 3,
Wherein the support stone is provided at the lower part of the outer wall log and the inner wall log, and the support stone is disposed inside the indoor space of a certain width than the outer wall log outer wall to prevent rainwater from accumulating on the outer wall log floor in advance. The method of claim 3,
And a hermetic holding member having elasticity is provided on the outer wall log upper part and the pier wall log upper part, respectively, so as to prepare against log shrinkage. The method of claim 3,
The outer logs, the inner logs, and the gable walls are exposed to the outside, and the outer logs are exposed to the outside of the log. The log is inserted horizontally into the column at both ends of the log, and the thickness of the column and the log thickness And a column is embedded in the groove and covered with a finishing log thereon. delete delete delete delete The method according to claim 1,
Columns, beams, rafters and berths made using the above steel are provided with a zinc prefabrication in advance. The method according to claim 1,
Wherein the joining of the column and the beam, the joining of the beam and the rafter, the joining of the upper part where the rafter and the rafter face each other, and the joining of the rafter and the marrow are fixed by bolts and nuts. 3. The method of claim 2,
Wherein the outer wall edge column, the inner wall edge column, the outer wall intermediate column, and the inner wall middle column are fixed with an anchor and an anchor bolt on the foundation concrete through a soleplate welded and welded to the lower part. The method of claim 3,
The top and bottom lengths from the concrete foundation of the outer wall corner, the outer wall edge column, the outer wall edge inner column, the outer wall middle outer column, the outer wall middle middle column, and the outer wall middle column are manufactured to conform to the roof slope , And a side of the a-shaped front side of the outer side corner of the outer wall corner and a side of the outer side wall outer side pillar are combined by the sum of the upper and lower lengths together with the open ceiling finishing log and the roof insulation provided on the roof Log houses made of steel, which are manufactured. 3. The method of claim 2,
Wherein the outer barrel includes an outer barrel and an outer barrel which are engaged with and fixed to an outer barrel outer corner or an upper outer barrel outer barrel,
A first inner barb, a first inner barb, a second inner barb, an inner outer barb, an inner inner barb, an inner outer barb, an inner inner barb, an inner inner barb, , A log house using a section steel with internal inner string. 27. The method of claim 26,
And a peacock wall support plate welded obliquely to the outdoors in the room at the upper end of the outer longitudinal beam,
And a peacock wall support plate welded and horizontally welded to the upper end of the inner vertical beam,
And a plurality of support plates welded and attached to the first inner side beam and the second inner side upper side in an outward direction at a predetermined interval in a roof inclined state,
The roof slab is formed to have a length corresponding to the size of the gable roof to be installed on both sides of the building by the height of the total thickness of the open ceiling finish log and the roof insulation provided on the roof, And a plurality of base plates welded and attached,
A first inner barb, a first inner barb, an inner inner barb, an inner inner barb, a second inner barb, a second inner barb, an inner outer barb, and an inner inner barb are formed in a shape One of the two sides of the log house is vertical, one side is horizontally arranged in the downward direction, and a square shaped frame is provided. 28. The method of claim 27,
A flat ceiling finish log is provided on the quadrangular frame having the beam and horizontally penetrating holes horizontally passing through the flat ceiling finish log side at intervals of 1 to 1.5 meters and a stainless steel support rod is inserted into the horizontal through holes , Log houses using sections. The method according to claim 1,
The rafters are composed of inner rafters, eaves rafters, inner rafters of gable eaves, and outer rafters of gutter eaves,
The inner rafter is fixed to the inner beam through the inner rafter and the connecting plate facing the upper part, and the plurality of the inner rafters are arranged at predetermined intervals inside the building,
The webbing is upwardly directed on the eaves of the eaves, the upper side is fixed to the outer side beam, the lower side is fixed to the rim of the roof through the connecting plate,
The inner rafter of the gumming eave has a U-shaped shape with the web facing downward, and both sides are made of the height of the combined thickness of the open ceiling finishing log and the roof insulator provided on the roof, and the lower part is the inner side rafter Through a connecting plate,
The outer rafter of the earthen frame has a U-shaped shape with the web facing downward. Outside of the two sides, the outer side is the height of the combined thickness of the open ceiling finished log, roof insulator, roof log, and waterproof sheet provided on the roof The log houses are made of steel, the lower part of which is connected to the outer beam and the upper part of which is connected and fixed to the outer rafters facing the gable eaves. 30. The method of claim 29,
The roof rim is made of flat steel, and the height of the roof rim is made up to the sum of the vertical length of the facing rafter facing the roof, the middle log of the roof provided on the roof, and the waterproof sheet, A log house using a steel frame with perforated holes and fastening wire rope through wire clips. 30. The method of claim 29,
The barrel is composed of an inner marley and an outer marley,
The inner marley is fixedly disposed at a lower portion where the plurality of inner rafters face each other,

'A pair of connecting plates on both sides of the lower part of the shape, fixed by being coupled with pillars inside the pillars on both sides of the building with bolts and nuts,
The outer marginal block is fixedly arranged on an outer rafter of the gumbo-eave and an inner rafter on the gumbo-eave facing each other,

'A log house with two pairs of connecting plates at the bottom of the shape, and a section of the gables on both sides of the building, and a section steel which is fixed by bolts and nuts. delete

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