KR101645914B1 - The structure of prefabricated house - Google Patents

The structure of prefabricated house Download PDF

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Publication number
KR101645914B1
KR101645914B1 KR1020160003889A KR20160003889A KR101645914B1 KR 101645914 B1 KR101645914 B1 KR 101645914B1 KR 1020160003889 A KR1020160003889 A KR 1020160003889A KR 20160003889 A KR20160003889 A KR 20160003889A KR 101645914 B1 KR101645914 B1 KR 101645914B1
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KR
South Korea
Prior art keywords
wall
coupled
roof
connector
fitting portion
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Application number
KR1020160003889A
Other languages
Korean (ko)
Inventor
이기상
정순상
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이기상
정순상
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Priority to KR1020160003889A priority Critical patent/KR101645914B1/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34326Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • E04B1/1903Connecting nodes specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34384Assembling details for foldable, separable, collapsible or retractable structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815Elements not integrated in a skeleton

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The present invention relates to a frame structure for a prefabricated building. The present invention is to remarkably reduce construction costs and improve work efficiency by providing a frame for construction, which is standardized in a completely prefabricated form. A first wall connector is connected to an end of a lower wall beam arranged in a square form on the bottom surface, and a pillar is vertically connected and erected onto the upper part of the first wall connector. An upper wall beam is connected to a third wall connector installed at an upper end of the pillar, and therefore the frame of the wall in a hexahedron shape is formed. A lower ridgepole of a roof truss installed at the upper part of the wall is connected to the third wall connector and a fourth wall connector installed in the upper wall beam. A first roof connector of the upper part and a fifth roof connector connecting an upper end of a gable are connected to a main ridge. A sixth roof connector connecting the ridgepole and the outer end of the gable is connected to an eaves beam. A seventh roof connector and an eighth roof connector installed in the main ridge and the eaves beam are connected to rafters, so the frame of a roof is composed.

Description

THE STRUCTURE OF PREFABRICATED HOUSE BACKGROUND OF THE INVENTION [0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention [0002] The present invention relates to a frame structure of a prefabricated building, and more particularly, to a frame structure of a prefabricated building capable of significantly improving work efficiency and construction cost by providing a fully assembled and standardized building frame.

Generally, in order to construct a building such as a house, a warehouse, an office, a factory, etc., a demand for a prefabricated building with a relatively short construction period and a relatively low construction cost due to a long construction period and a large construction cost is increasing .

[0003] A conventional prior art (patent document) relating to such a prefabricated building will first be described in Korean Patent Laid-Open No. 10-2009-0086794 (published on August 14, 2009, patent document 0001) Method is known, which is a foundation frame in which H beams of a certain length are fixed by welding or fixing members longitudinally and laterally; A column vertically fixed between the bracket fixed to one or more edges of the foundation frame; A wall having a predetermined size of unit panels stacked between the columns or between the columns and the window frame or between the columns and the window frame; A door is fixed on the wall, a door for fixing the beam on the door is fixed, and a roof is fixedly installed on the rafter and the rafter. However, in the structure disclosed in Patent Document (0001), the components of the frame are assembled with each other through the concave and convex portions and the groove portion, resulting in a long manufacturing and operation time, and low productivity and workability.

Secondly, the structure of 'log wooden houses', which is the name of Korean Patent Laid-Open Publication No. 10-2012-0035284 (Apr. 16, 2012, patent document 0002), is known, A wall assembly structure of a log wooden house, wherein a hole is formed, and an engaging projection is formed at an end of the beam, and the engaging projection is inserted into the engaging hole to engage the beam and the beam, And a guide slope is formed at an entrance of the coupling hole so as to connect the beam and the beam regardless of the diameter and the shape of the beam, and the beam is inclined and slid at the same angle as the guide slope so as to slide in contact with the guide slope The surface is formed. However, the above-mentioned (Patent Document 0002) discloses that the joining portions of the columns and beams of the frame are complicated and the joining holes and the coupling protrusions of the joining portions cause defects such that the wood is twisted, deformed and damaged, And the strength and durability are deteriorated.

Third, a mobile multi-layered housing house is known, which is called a domestic multi-layered house, and includes a base frame installed on the ground; A first body assembled on the base frame and provided with a lower housing space; And a second body coupled to the upper portion of the first body and having an upper housing space. The lower body coupled with the first body extends more than the upper cross-sectional area of the first body, A second wall formed on the first wall of the first body and having a cross-sectional area larger than a predetermined distance from the lower end of the second wall to be formed on the inner side of the second wall, A frame portion having a support frame to be seated, and a roof provided on the upper portion of the second wall. However, since each component such as a base frame, a wall, a roof, and a frame part is integrally manufactured, the size of a house is limited to be transported to a vehicle, and the risk of damage or breakage during transportation is high, There was a problem requiring attention.

Korean Patent Laid-Open No. 10-2009-0086794 (published on Aug. 14, 2009), entitled " Prefabricated Wooden Building & Korean Patent Laid-Open Publication No. 10-2012-0035284 (public date: April 16, 2012), entitled " Korean Unexamined Patent Publication No. 10-2010-0022386 (public date: March 23, 2010)

It is an object of the present invention to provide a method for constructing a wall structure and a roof structure of a building, which is a fully assembled type in which assembling and construction are facilitated by a beam member and a connecting hole, And to provide a frame structure of a prefabricated building that can reduce the construction cost.

Another object of the present invention is to provide a structure capable of variously designing and modifying the structure of a building according to the request of the owner, by combining the beam member and the connector in accordance with the design and structure of the building, And to provide a frame structure of a prefabricated building having expandability.

In order to achieve the above object, the present invention provides a frame structure of a prefabricated building comprising a wall having upper and lower wall beams and columns, a roof truss, and a rafter, wherein the lower wall beam A first wall connector is coupled to an end of the first wall connector and a column is vertically coupled to an upper portion of the first wall connector and a top wall beam is coupled to a third wall connector provided at an upper end of the column, Lt; / RTI > A lower brick of a roof truss provided on an upper portion of the wall is coupled to a third wall connector and a fourth wall connector provided on the upper wall beam and has an upper first roof connector and a fifth roof connector, And an eave beam is coupled and fixed to a sixth roof connecting port connecting the marquee to the outer end of the joint angle, and a roof joining the seventh and eighth roof connecting rods provided on the ridge and the eaves beam, Of the frame structure; A first wall connector formed on a side of the first coupling portion coupled to the lower end of the column and having a first fitting portion formed at a right angle with the lower wall beam to be coupled to the lower wall of the first coupling portion, A second wall connector provided at an intermediate connection portion of the lower wall beam and having a second-1 fitting portion to which a lower wall beam is coupled at a side of a second coupling portion to which a lower end of the first and second intermediate pillars are coupled; A third wall fitting formed on the side of the third coupling part coupled to the upper end of the column at a right angle with a third-1 fitting part to which the lower wall beam is coupled, and a third wall coupling provided at an upper edge of the wall; A fourth wall connector provided at an intermediate connection portion of the upper wall beam and having a fourth wall portion coupled to an upper wall beam at a side of a fourth wall portion coupled to an upper end of the column; A fifth wall connector provided at an intermediate connecting portion of the upper wall beam and having a fifth fitting portion formed at both sides of the fifth fitting portion coupled to the upper end of the column, the fifth wall fitting being coupled to the upper wall beam; An eleventh fitting portion coupled to an eleventh fitting portion on an upper end portion of the king dumbbell which is formed in the middle of the second roof truss, a first 11-1 fitting portion coupled to a side surface of the eleventh fitting portion, A first roof connector having a portion formed therein; A second roof connecting part formed by forming a twelfth-first fitting part and a thirteenth-first fitting part on the side surfaces of the twelfth fitting part and the thirteenth fitting part joined to the corner of the roof truss, Connector; A fourth engaging portion provided at an intermediate connecting portion of the upper wall beam and coupled to an upper wall beam at a side of a fourth engaging portion coupled to an upper end of the column, A fourth wall connector having a fourth-second fitting portion to which the beam is coupled; A fifth-first fitting portion is provided at both sides of a fifth fitting portion provided at an intermediate connecting portion of the upper wall beam and coupled to the upper end of the column, A fifth wall connector having a fifth-second fitting portion to which the joists are coupled; A sixth wall connector having a sixth engaging portion coupled to the upper intermediate wall beam and having a sixth engaging portion formed on an upper portion of the sixth engaging portion so that an intermediate portion of the ceiling girder is engaged; The third wall connector and the fourth wall connector, the fifth wall connector, and the sixth wall connector have a third-second fitting portion, a fourth-third fitting portion, a fifth-third fitting portion, a sixth- -2 < / RTI > A seventh roof connector having a seventeenth engaging portion coupled to the roof ridge and having a seventeenth engaging portion to which a rafter is coupled; An eighth roof connector having an eighteenth fitting portion and an eighteenth fitting portion formed at one side of the eighteenth fitting portion to which the eaves of the roof are coupled, the eighteenth fitting portion being joined to the marginal portion of the roof truss; A ninth roof connector for fixing a corner of the roof by forming a 19-1 fitting portion to which a rafter is coupled to one side of a nineteenth coupling portion coupled to an end of the eaves beam of the roof; The present invention provides a frame structure of a prefabricated building.

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According to the present invention, the fifth wall connector and the sixth wall connector are formed with a fifth-fourth fitting portion and a sixth-third fitting portion, which are coupled to the upper end of the fifth wall fitting and the sixth wall fitting.

According to the present invention, the connecting hole is formed in a semi-circular shape in which one side of the fitting portion to which the beam member is coupled is partially opened.

According to the present invention, the connector is characterized in that a hole is formed in the engaging portion and the fitting portion.

Since the frame structure of the building is completely assembled, it is possible to perform construction work in a short period of time even for novice worker or unskilled worker who is not an art expert in the construction field, and the structure of the beam member and the connecting part for forming the frame is simple and robust, And has an effect of prolonging its lifetime. Since it is possible to work with a minimum number of people, it is possible to reduce the number of on-site workers, thus reducing the labor cost, improving the work efficiency and remarkably shortening the construction period and reducing the construction cost to one third or more. Effect.

The present invention contributes to quality control and quality improvement through standardization of architectural parts, and it is possible to supply a large quantity of high quality products by stabilizing the quality and productivity, and lowering the production cost and the product price by providing a formalized mass production system It is effective.

The present invention can be designed and constructed in a short period of time by using standardized beam members and connectors, and also provides various types of buildings and flexibility and expandability that are easy to construct and change according to the requirements of the client. In addition to this, it is also possible to separate and remove the constructed frame easily, so that it is convenient to move and install, and it is possible to reduce resource consumption and construction cost even further by reusing materials, repairing or repairing damaged parts or replacing some parts.

The present invention can be mass-produced as a beam member and a connection unit of a unit size in a production factory, packed in a package unit, packed and packed to reduce volume, easy to carry and deliver, handle, and store, and to dismantle, demolish and re- The mobility and accessibility to the area is excellent.

The present invention uses a frame and a building material of a building as a natural wood to provide a very environmentally friendly and pleasant indoor environment and a healthful effect.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing a frame structure of a building in accordance with a preferred embodiment of the present invention; FIG.
Figure 2 shows a frame of a prefabricated building implemented in accordance with the present invention.
Fig. 3 is a front view showing a frame of a prefabricated building implemented according to the present invention; Fig.
4 is an enlarged view of a roof of a frame of a composite building according to the present invention;
Fig. 5 shows a first wall connector B1; Fig.
Fig. 6 shows a second wall connector B2. Fig.
7 shows a third wall connector B3;
8 shows a fourth wall connector B4;
9 shows a fifth wall connector B5;
10 shows a sixth wall connector B6;
11 shows a first roof connector R1;
Figure 12 shows a second roof connector R2.
Figure 13 shows a third roof connector R3.
Figure 14 shows a fourth roof connector R4.
15 shows a fifth roof connector R5;
16 shows a sixth roof connector R6;
Fig. 17 shows a seventh roof connector R7; Fig.
18 shows the eighth roof connector R8;
19 shows the ninth roof connector R9.

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

The framework structure of the present invention's building structure according to the above figure is characterized in that it comprises a wall A having a top and a bottom wall beams A1 and A3 and a column A2 and a roof having a roof truss A12 and a rafter A6 R), a first wall connector B1 is coupled to an end of a lower wall beam A1 arranged at a square on the floor, and a first wall connector B1 is coupled to an upper portion of the first wall connector B1 The column A2 is vertically coupled and the upper wall beam A3 is coupled to the third wall connector B3 provided at the upper end of the column A2 to form a frame of the wall body A having a hexahedral shape ; A lower marrow A14 of the roof truss A12 provided on the upper portion of the wall A is coupled to a third wall connector B3 and a fourth wall connector B4 provided on the upper wall beam A3, A ridge A5 is coupled to an upper first roof connecting port R1 and a fifth roof connecting port R5 connecting the upper end of the mixed angle A16 and a ridge A5 connected to the outer edge of the combined angle A16, The roof beams A6 and A7 are coupled to and fixed to the roof connecting port R6 and the seventh roof connecting rod R7 and the eighth roof connecting rod R8 provided on the ridge A5 and the eaves beam A7, A6) are combined to form a frame of a roof (R).

The above is explained in more detail as follows.

The frame of the prefabricated building of the present invention includes a linear beam member forming a wall A and a frame R of the roof R, first through sixth wall connectors B1, B2 for connecting and fixing the ends of the beam member, The first to ninth roof connectors R1, R2, R3, R4, R5, R6, R7, R8, R9, And fixing means (not shown).

Particularly, the present invention is characterized in that a first-first fitting portion 14, to which a lower wall beam A1 is coupled, is formed at a right side of a first coupling portion 10 coupled to a lower end of the column A2, A first wall connector B1 provided at a bottom edge of the first wall connector A and fixed to the floor; The lower wall beams A1 and A2-2 are provided at the intermediate connection portion of the lower wall beam A1 and the lower walls of the lower wall beams A1 and A2-2 are connected to the side walls of the second coupling portion 20 where the lower ends of the first and second middle columns A2-1 and A2-2 are coupled. A second wall connector B2 on which a second-1 fitting portion 22 to which the first-second wall portion A1 is coupled is formed; A third-first fitting portion 32 is formed at a right angle to the side surface of the third coupling portion 30 coupled to the upper end of the column A2 and to which the lower wall beam A1 is coupled. A third wall connector B3 provided at an edge; The fourth wall portion A3 is provided on the side of the fourth coupling portion 40 which is provided at the intermediate connection portion of the upper wall beam A3 and is coupled to the upper end of the column A2. A fourth wall connector B4 formed with a second wall 42; The fifth wall portion A3 is provided on the side of the fifth coupling portion 50 which is provided at the intermediate connection portion of the upper wall beam A3 and is coupled to the upper end of the column A2, A fifth wall connector B5 formed with a second wall connector 52; An eleventh coupling section 70 is coupled to the upper end of the king dyke A18 installed at the middle of the second roof truss A12-2 and a joint angle A16 is coupled to the side of the eleventh coupling section 70 A first roof connector R1 having a first 11-1 fitting portion 72 to which the ridge A5 is coupled and a 11-1 fitting portion 72 to which the ridge A5 is coupled; A twelfth-first fitting portion 82, a twelfth-first fitting portion 82, a twelfth-first fitting portion 84, a twelfth-first fitting portion 82, a twelfth- A second roof connector R2 and a third roof connector R3, to which the side post A19 is formed by forming a first fitting portion 92, and a third roof connector R3; A fourth roof connector R4 having a fourteenth fitting portion 102 to which a reinforcing beam A8 is coupled to a side surface of a fourteenth coupling portion 100 coupled to a solid angle A16 of the roof truss A12, ; The fifteenth coupling portion 110 is coupled to the upper end of the king mansion A18 which is installed in the middle of the first and third roof trusses A12-1 and A12-3, A fifth roof connector R5 having a fifteenth-first fitting portion 112 to which the solid angle A16 is coupled and a fifteenth-second fitting portion 114 to which the ridge A5 is coupled; A sixth roof connector R6 having a 16-1 fitting portion 122 to which the rafter A6 is coupled on one side of a 16th coupling portion 120 coupled to the eaves beam A7 of the roof truss A12, ); A seventh roof connector R7 having a seventeenth fitting portion 132 to which a rafter A6 is coupled at a side of a seventeenth coupling portion 130 coupled to the roof ridge A5; An 18-1 fitting portion 142 in which a wedge A14 of the roof truss A12 is joined to a solid angle A16 on one side of an eighteenth coupling portion 140 to which the roof tapered beam A7 is coupled, An eighth roof connector R8 having an 18th-2 fitting portion 144 formed therein; A nineteenth fitting portion 152 to which the rafter A6 is coupled is formed on one side of the nineteenth fitting portion 150 coupled to the end of the roof tapered beam A7 to fix the corner of the roof A ninth roof connector (R9); .

In other words, the first wall connector B1 and the third wall connector B3 are provided on the side surfaces of the longitudinal first and third coupling portions 10 and 30, And the base plate 12 having the bottom fixing hole H1 is coupled to the bottom surface thereof and fixed to the bottom surface thereof. The inner angle between the first and the third-first-first-fit portions 14 and 32 is set at various angles, such as 15 ° to 20 °, 30 °, 45 °, 60 °, 75 ° and 90 ° do.

The second wall connector B2 and the fifth wall connector B5 are provided on both sides of the transversal second and fifth engaging portions 20 and 50 with the second-first and fifth-in- And the center line thereof is crossed with a dash (+) character. The fourth wall connector B4 includes a fourth-2 fitting portion 42 and a fourth-2 fitting portion 44 coupled to an outer surface of a longitudinally-coupled fourth coupling portion 40 coupled to an upper end portion of the column And the center line thereof is formed as a "T" character.

The first roof connecting port R1 and the fifth roof connecting port R5 are formed on both sides of the longitudinally arranged eleventh and fifteenth engaging portions 70, And a 15-1 fitting portion 72, 112 is formed. The 11-1 and 15-1 fitting portions 72 and 112 are formed to be inclined downward as they go outward so that the joint angle of the roof truss A12 coupled to the 11-1 and 15-1 fitting portions A16) are installed so as to be inclined downward. And the ridge A5 is coupled laterally to both sides of the other side by connecting the 11-2 and 15-2 fitting portions 74 and 114 at right angles. The fifth joining portion 116 is formed on the other side of the fifteenth coupling portion and the fourth joining beam A7-1 and the fourth roof coupling R4 are formed in the middle portion of the rafter A6, Thereby fixing the reinforcing beam A8 in the lateral direction, and rafters of the roof truss are reinforced.

The sixth roof connecting port R6 has a 16-1 fitting portion 122 and a 16-2 fitting portion 124 on one side of the transverse 16th coupling portion 120 through which the eaves beam A7 passes, The roof truss A12 is formed by fixing the inclined downward inclined angle with the truss angle D1 in the shape of '∠'.

The seventh roof connector R7 is coupled to the ridge to fix the rafter A6 between the roof trusses and to the outer side of the transversal seventeenth engager 130 where the ridge is fitted, And the rafters (A6) are joined to the 17-1 fitting portion. The eighth roof connector R8 has the eighth coupling portion 140 coupled to the eaves beam and the other end of the rafter coupled to and fixed to the 18-1 fitting portion 142. [ The ninth roof coupling R9 is provided at the end edge of the roof truss to fix the rafter and the nineteenth coupling section A19 is coupled to the end of the eave beam A7 or the eave extension beam A7-1. And a 19-1 fitting portion 152 for fixing the rafter is formed on the side surface.

Next, the side pillar A19 for reinforcing the roof truss A12 is fixedly coupled to the second roof connecting port R2 and the third roof connecting port R3 for connecting the marginal to the solid angle. The twelfth-first fitting portion 82 is attached at a right angle to the center line of the twelfth fitting portion 80 and the thirteenth fitting portion 92 is fitted to the thirteenth fitting portion 90 And is inclined at an angle of inclination D from the center line to support the above-mentioned integral angle A16 or the side post A19 at an oblique angle.

The second roof connector R2 and the third roof connector R3 are connected to the 12th coupling part 82 and the 12th coupling part 82 on the sides of the 12th coupling part 80 and the 13th coupling part 90, Or the 13-1 stitched portion 92 to join the beam member (side column, reinforcing beam, etc.) of the roof truss A12.

According to the present invention, the fourth wall connector (B4) is formed with a fourth-2 fitting portion (44) for coupling the upper intermediate wall beam (A4) to the other side of the fourth fitting portion (40) A sixth wall connector B6 having a sixth coupling portion 60 coupled to the upper intermediate wall beam A4; The fifth wall connector B5 is formed with a fifth-second fitting portion 54 to which a ceiling line A10 is coupled at an upper portion of the fifth-first fitting portion 52, And a sixth-first fitting portion 62 for coupling the ceiling wire A10 to the upper portion of the second connecting portion 62 is formed. That is, the upper wall beam A3 of the wall A is horizontally installed with a ceiling line A10 connecting the second middle pillars A2-1 on both sides to the middle portion. Both ends are coupled to the upper fifth wall connector B5 of the second middle post and the intermediate portion is coupled to and fixed to the sixth wall connector B6 while intersecting the upper intermediate wall beam A4. The upper intermediate wall beam A4 is coupled to the upper end of the first intermediate post A2-1 between the pillars and has a fourth wall connector B4 at the coupling site to be connected to each other, It is installed horizontally.

The third wall connector (B3) and the fourth wall connector (B4), the fifth wall connector (B5), and the sixth wall connector (B6) The fitting portion 34, the fourth to third fitting portion 46, the fifth to third fitting portion 56 and the sixth to second fitting portion 64 are formed respectively; The fifth wall connector (B5) and the sixth wall connector (B6) are formed with a fifth-fourth fitting portion (58) and a sixth-third fitting portion (66) . In other words, the fifth and sixth wall connectors R5 and R6 have a longitudinal fifth coupling portion 50 coupled to the upper end of the middle post and a transverse sixth coupling coupled to the middle portion of the upper intermediate wall beam. (60), and the upper surface thereof is attached with the plates (51, 61) attached thereto. The fifth and fourth fitting portions 58 and 62 for coupling the lower end of the king A18 to the upper portions of the 5-1 and 6-1 fitting portions 52 and 62 attached to the upper surface of the plate, 66 are formed in the longitudinal direction.

According to the present invention, the connecting hole is formed in a semi-circular shape in which one side of the fitting portion to which the beam member is coupled is partially opened. That is, when another beam member (ridge, reinforcing beam, rafter, etc.) is installed between the fixed beam members (roof trusses) at the time of installing the roof in the upper part of the wall, So that the end portion of the beam member can be easily inserted and can be safely installed without applying a large force.

In the present invention, the beam member constituting the wall (A) and the roof (R) is formed to have a circular cross section, a quadrangle shape, a pentagon shape, a hexagonal shape, an octagonal shape or a polygonal shape, Are formed in substantially the same shape corresponding to the above-mentioned beam member, and are assembled together. The beam member is preferably a round bar having a circular cross section as shown in the drawing, and is formed into a polygonal shape such as a triangular, tetragonal, pentagonal, hexagonal, hexagonal, octagonal, etc., As the part is formed, the beam member is configured to be firmly fitted.

The connectors (B1, B2, B3, B4, B5, B6, R1, R2, R3, R4, R5, R6, R7, R8, R9) 50, 60, 70, 80, 90, 100, 110, 120, 130, 140, 150 and the fittings 14, 22, 32, 34, 42, 44, 46, 52, 54, 56, Holes H are formed in the first, second, third, fourth, fifth, sixth, seventh, eighth, 64, 66, 72, 82, 92, 102, 112, 114, 116, 122, 124, 132, 142, 152. A hole (H) is formed in a coupling portion and a coupling portion of a connection port in which the beam member is fitted, and fixing means (not shown) such as a screw, a nail, a bolt, and a fixing pin are inserted into the hole, As shown in FIG.

The beam member includes components such as a lower wall beam and an upper wall beam, a column, an intermediate wall beam, a crest, a beryl, an angle, a royal column, a side column, a rafter, an eave beam, (Timber) is most preferable, and it is composed of metal, hard synthetic resin, and the like. It is apparent that the wall connector and the roof connector may be made of metal or hard synthetic resin having excellent strength and durability.

The structure of the assembled building of the present invention having the above-described structure will be more easily understood by the following description of the construction process.

First, the lower wall beam A1 is horizontally laid on the floor surface of the building site after completion of foundation work. The lower wall beam A1 has various shapes according to the structure of the building, and is arranged at a square or a rectangular shape as shown in the figure, and the corner is fixed at a right angle through the first wall connector B1 coupled to the end. At this time, the first wall connector B1 is fixed to the bottom fixing hole H1 of the base plate 12 by fixing means such as an anchor bolt, a nut, a foundation bolt or the like. The upper wall beam A3 corresponding to the lower wall beam is mounted on the upper end of the column A2, and is fixedly coupled to the third wall connector B3.

The lower wall beam A1 and the upper wall beam A3 have a second wall connector B2 for installing the first and second intermediate columns A2-1 and A2-2 at an intermediate portion thereof, The first and second intermediate columns A2-1 and A2-2 are vertically coupled with one or a plurality of connectors B3. Further, the upper intermediate wall beam A4 is horizontally coupled to the fourth wall connector B4 coupled to the first intermediate pillar A2-1 to reinforce the upper portion and the ceiling of the wall. It is obvious that it can be added or subtracted at the design stage depending on the structure of the building.

And a ceiling line A10 connecting the fifth wall connector B5 and the sixth wall connector B6 in a straight line. At this time, the ceiling line A10 is seated in the fifth-2 fitting portion 54 and the 6th-2 fitting portion 64, both ends of which are opened in a semicircular concave upward opening, and the fixing means is inserted into the hole H .

Next, first to third roof trusses A12 for constructing a roof are installed on the upper wall beam A3. The roof trusses are connected to the first to third roof trusses A12-1, A12-2, A12-3), ... nth roof truss (A12-n), and it is obvious that the amount of the building is increased or decreased in the structure and design stage. The first to third roof trusses A12-1, A12-2, and A12-3 include a lower transverse marginal A14, a pair of complementary angles A16 tilted in the shape of a ' The beam members constituting the royal army A18 and the both side pillars A19 are coupled and fixed through the first to sixth roof connectors R1, R2, R3, R4, R5, R6.

The roof truss A12 constructed as described above is constructed such that the lower marroll A14 is connected to the upper third 3-4 to fourth 4-4th, fifth 5-4th, 34, 46, and 56, respectively, and the royal palace A18 is vertically coupled to the fifth-fourth and sixth-sixth fitting portions 58 and 66, respectively. And a joint angle A16 is connected to both the first 11-1 fitting portions 72 or the 15-1 first fitting portions 112 of the first and fifth roof fittings R1 and R5 so as to be inclined downward, The ridge A16 is horizontally coupled to the first and fifth roof connectors R1 and R5 at the upper end and coupled to the sixth roof connector R6 at the end by coupling the eaves beam A7 . The crest A5 has one end joined to both side eleventh-to-third fitting portions 74 of the first roof fitting R1 and extending to both sides of the second roof truss A12-2, And the fifth roof fittings 114 of the fifth roof fittings R5 provided at the upper ends of the third roof trusses A12-1 and A12-3. At this time, the fifth-second fitting portion 114 and the eleventh-second fitting portion 74 are opened in a semicircular concave upward direction, so that the ridge is seated in the fitting portion (groove portion) And is fixed and installed by inserting a fixing means into the hole (H).

The side pillars A19 connecting the marginal zone A14 and the joint angle 16 in a straight line are connected to the 12-1 fitting portion 82 of the second and third roof connecting ports R2 and R3 and the 13-1 Is fitted to the fitting portion (92) and is fixed by inserting the fixing means into the hole (H). At this time, the twelfth and twelfth-second fitting portions 82 and 92 are recessed in a semicircular shape, thereby facilitating assembly.

Next, the rafter A6 is provided between the roof trusses installed as described above, and the rafter A6 is provided with a seventh roof connecting rod R7 coupled to the ridge and an eighth roof connecting rod R8 ), And are installed side by side with a straight line. In addition, a reinforcing beam A8, which supports the gap between the rafters, is joined to the middle portion of the rafter A6 by joining the fourth roof connector R4.

In addition, the roof R is provided with a canopy by extending a ridge and a ridge to the outside of the fifth roof connector R5 of the first and third roof trusses A12-1 and A12-3 and railing. The ridge extending beam A5-1 and the reinforcing beam A8 are coupled to the outer surface 15-3 of the fifth roof connecting rod R5 to extend to the outer surface of the fifth roof connecting rod R5 and the ninth roof connecting rod R9, And the roof end is fixed at a right angle.

As described above, after the wall and the roof frame of the prefabricated building are constructed, the building is completed by attaching the interior material, the exterior material, and the finishing material to the frame. By using the natural wood as the beam member and the interior and exterior materials, It can be built as a wooden house.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is clearly understood that the same is by way of illustration and example only and is not to be taken by way of illustration, And can be substituted, changed, or improved.

A7: eaves, A7: eaves, A8: reinforcement beam, A10: ceiling girder, A3: upper wall, A12: Roof Truss, A14: Marley, A16: Consistency, A18: Royal Corps, A19: Side column, B1: First wall connector, B2: Second wall connector, B3: Third wall connector, B4: Fourth wall connector R1 is the first roof connector, R2 is the second roof connector, R3 is the third roof connector, B5 is the fifth wall connector, B6 is the sixth wall connector, D is the tilt angle, H is the hole, H1 is the floor fixing hole, R5 is the roof connecting end, R5 is the roof connecting end, R6 is the roof connecting end, R6 is the roof connecting end, R7 is the roof connecting end, R8 is the roof connecting end, R9 is the roof connecting end, The present invention relates to a base plate and a method of manufacturing the same and a method of manufacturing the same. 3-1 fitting portion, 34: third-second fitting portion, 40: fourth fitting portion, 42: fourth fitting portion 50: fifth engaging portion, 52: fifth engaging portion, 54: fifth engaging portion, 56: fourth engaging portion, 44: fourth engaging portion, And a sixth and a third fitting parts, wherein the fifth and sixth fitting parts are formed in the first and second fitting parts, respectively. Wherein the first and second engaging portions of the first and second engaging portions are engaged with each other in a direction perpendicular to the first engaging portion and the second engaging portion, And the first and second connecting portions are connected to each other through a through hole formed in the first and second connecting portions. And a second engaging portion provided on the second engaging portion and having a first engaging portion and a second engaging portion. 142: 18-1 fitting portion, 150: 19th coupling portion, 152: 19-1 fitting portion.

Claims (6)

In a framed structure of a prefabricated building consisting of a wall A having upper and lower wall beams A1 and A3 and a column A2, a roof truss A12 and a roof R having a rafter A6,
A first wall connector B1 is coupled to an end of a lower wall beam A1 arranged in a rectangular shape on a floor surface and a column A2 is vertically coupled to an upper portion of the first wall connector B1, A frame of the wall A is formed by coupling the upper wall beam A3 to the third wall connector B3 provided at the upper end of the column A2, The lower marginal A14 of the truss A12 is joined to the third wall connector B3 and the fourth wall connector B4 provided on the upper wall beam A3 and the upper first wall A14 A ridge A5 is coupled to the roof connecting port R1 and the fifth roof connecting port R5 and the eave beam A7 is connected to the sixth roof connecting port R6 connecting the outer end of the merged angle A16 with the marginal A14. And the rafters A6 are joined to the seventh roof connecting port R7 and the eighth roof connecting port R8 provided on the ridge A5 and the eaves beam A7 The framing of Borax (R) and the configuration;
A first fitting part 14 is formed at a right angle to a side surface of the first fitting part 10 coupled to the lower end of the column A2 and to which the lower wall beam A1 is coupled, A first wall connector B1 provided at an edge and fixed to the floor;
The lower wall beams A1 and A2-2 are provided at the intermediate connection portion of the lower wall beam A1 and the lower walls of the lower wall beams A1 and A2-2 are connected to the side walls of the second coupling portion 20 where the lower ends of the first and second middle columns A2-1 and A2-2 are coupled. A second wall connector B2 on which a second-1 fitting portion 22 to which the first-second wall portion A1 is coupled is formed;
A third-first fitting portion 32 is formed at a right angle to the side surface of the third coupling portion 30 coupled to the upper end of the column A2 and to which the lower wall beam A1 is coupled. A third wall connector B3 provided at an edge;
The fourth wall portion A3 is provided on the side of the fourth coupling portion 40 which is provided at the intermediate connection portion of the upper wall beam A3 and is coupled to the upper end of the column A2. A fourth wall connector B4 formed on the other side of the fourth engaging part 40 with a fourth-2 fitting part 44 to which the upper intermediate wall beam A4 is coupled;
The fifth wall portion A3 is provided at the intermediate connection portion of the upper wall beam A3 and the fifth wall portion A3 is coupled to both side surfaces of the fifth coupling portion 50 coupled to the upper end of the column A2. A fifth wall connector B5 formed with a fifth-2 fitting portion 54 to which a ceiling wire A10 is coupled at an upper portion of the fifth-first fitting portion 52;
A sixth engaging portion 60 connected to the upper intermediate wall beam A4 and having a sixth engaging portion 60 for engaging an intermediate portion of the ceiling wire A10 to the upper portion of the sixth engaging portion 60, A sixth wall connector B6 formed with a second wall connector 62;
The third wall connector B3 and the fourth wall connector B4, the fifth wall connector B5 and the sixth wall connector B6 have a third-second fitting portion 34 The fourth to third fitting portions 46, the fifth to third fitting portions 56, and the sixth to twenty-second fitting portions 64 are formed respectively;
An eleventh coupling section 70 is coupled to the upper end of the king dyke A18 installed at the middle of the second roof truss A12-2 and a joint angle A16 is coupled to the side of the eleventh coupling section 70 A first roof connector R1 having a first 11-1 fitting portion 72 to which the ridge A5 is coupled and a 11-1 fitting portion 72 to which the ridge A5 is coupled;
A twelfth-first fitting portion 82, a twelfth-first fitting portion 82, a twelfth-first fitting portion 84, a twelfth-first fitting portion 82, a twelfth- A second roof connector R2 and a third roof connector R3, to which the side post A19 is formed by forming a first fitting portion 92, and a third roof connector R3;
A fourth roof connector R4 having a fourteenth fitting portion 102 to which a reinforcing beam A8 is coupled to a side surface of a fourteenth coupling portion 100 coupled to a solid angle A16 of the roof truss A12, ;
The fifteenth coupling portion 110 is coupled to the upper end of the king mansion A18 which is installed in the middle of the first and third roof trusses A12-1 and A12-3, A fifth roof connector R5 having a fifteenth-first fitting portion 112 to which the solid angle A16 is coupled and a fifteenth-second fitting portion 114 to which the ridge A5 is coupled;
A sixth roof connector R6 having a 16-1 fitting portion 122 to which the rafter A6 is coupled on one side of a 16th coupling portion 120 coupled to the eaves beam A7 of the roof truss A12, );
A seventh roof connector R7 having a seventeenth fitting portion 132 to which a rafter A6 is coupled at a side of a seventeenth coupling portion 130 coupled to the roof ridge A5;
An 18-1 fitting portion 142 in which a wedge A14 of the roof truss A12 and a cone angle A16 are coupled to one side of an eighteenth coupling portion 140 to which the roof tapered beam A7 is coupled, An eighth roof connector R8 having an 18th-2 fitting portion 144 formed therein;
A nineteenth fitting portion 152 to which the rafter A6 is coupled is formed on one side of the nineteenth fitting portion 150 coupled to the end of the roof tapered beam A7 to fix the corner of the roof A ninth roof connector (R9); Wherein the frame structure comprises:
delete delete The method according to claim 1,
The fifth wall connector (B5) and the sixth wall connector (B6) are formed with a fifth-fourth fitting portion (58) and a sixth-third fitting portion (66) Frame structure of prefabricated building.
The method according to claim 1,
Wherein the connector is formed in a semi-circular shape in which one side of the fitting portion to which the beam member is coupled is partially opened.
The method according to claim 1,
Wherein the connector has a hole (H) formed in the coupling part and the fitting part.
KR1020160003889A 2016-01-12 2016-01-12 The structure of prefabricated house KR101645914B1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108104348A (en) * 2017-12-19 2018-06-01 宁波邦达实业有限公司 The assembled architecture roof truss of nested type steel construction
KR20210148747A (en) 2020-06-01 2021-12-08 박찬구 The structure of prefabricated house

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JPH0321492A (en) * 1989-06-20 1991-01-30 Fuji Photo Film Co Ltd Thermal recording material
JPH10102585A (en) * 1996-10-01 1998-04-21 Rongu Life:Kk Framework construction method for wooden building and plate structural joint metal fixture used for it
JP2005273243A (en) * 2004-03-24 2005-10-06 Mitsuru Ikeda Building member
KR20090086794A (en) 2008-02-11 2009-08-14 (주)대진임산 Prefabricated wood structure and constructing method thereof
KR20100022386A (en) 2008-08-19 2010-03-02 유한회사 우리목재산업 Mvable assembling house multi-floor house
JP2011149233A (en) * 2010-01-22 2011-08-04 Chih-Cheng Yen Nicholas Joint, skeleton assembly using the same, and module structure
KR20120035284A (en) 2010-10-05 2012-04-16 서경석 Assembly structure of log prefabricated house

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0321492A (en) * 1989-06-20 1991-01-30 Fuji Photo Film Co Ltd Thermal recording material
JPH10102585A (en) * 1996-10-01 1998-04-21 Rongu Life:Kk Framework construction method for wooden building and plate structural joint metal fixture used for it
JP2005273243A (en) * 2004-03-24 2005-10-06 Mitsuru Ikeda Building member
KR20090086794A (en) 2008-02-11 2009-08-14 (주)대진임산 Prefabricated wood structure and constructing method thereof
KR20100022386A (en) 2008-08-19 2010-03-02 유한회사 우리목재산업 Mvable assembling house multi-floor house
JP2011149233A (en) * 2010-01-22 2011-08-04 Chih-Cheng Yen Nicholas Joint, skeleton assembly using the same, and module structure
KR20120035284A (en) 2010-10-05 2012-04-16 서경석 Assembly structure of log prefabricated house

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108104348A (en) * 2017-12-19 2018-06-01 宁波邦达实业有限公司 The assembled architecture roof truss of nested type steel construction
KR20210148747A (en) 2020-06-01 2021-12-08 박찬구 The structure of prefabricated house

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