KR100945644B1 - Installation structure of roof member and bower pillar - Google Patents

Installation structure of roof member and bower pillar Download PDF

Info

Publication number
KR100945644B1
KR100945644B1 KR1020090102507A KR20090102507A KR100945644B1 KR 100945644 B1 KR100945644 B1 KR 100945644B1 KR 1020090102507 A KR1020090102507 A KR 1020090102507A KR 20090102507 A KR20090102507 A KR 20090102507A KR 100945644 B1 KR100945644 B1 KR 100945644B1
Authority
KR
South Korea
Prior art keywords
roof beam
pillar
sperm
roof
column
Prior art date
Application number
KR1020090102507A
Other languages
Korean (ko)
Inventor
김선갑
Original Assignee
김선갑
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 김선갑 filed Critical 김선갑
Priority to KR1020090102507A priority Critical patent/KR100945644B1/en
Application granted granted Critical
Publication of KR100945644B1 publication Critical patent/KR100945644B1/en

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/541—Joints substantially without separate connecting elements, e.g. jointing by inter-engagement
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles

Landscapes

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

Abstract

PURPOSE: An installation structure of a roof beam and a column for a pavilion is provided to improve an exterior by preventing a gap between a column and a roof beam. CONSTITUTION: An installation structure of a roof beam and a column for a pavilion is composed as follows. A beam is fitted between pillars(2) of a pavilion. A roof beam is installed between the pillar and a pottery roof tile. Inclines(9,10) are formed in an outer support(7) and an inner support(8) of the roof beam. The inner support is higher than the outer support of the roof beam.

Description

정자용 기둥과 지붕보의 설치구조{INSTALLATION STRUCTURE OF ROOF MEMBER AND BOWER PILLAR}INSTALLATION STRUCTURE OF ROOF MEMBER AND BOWER PILLAR}

본 발명은 정자용 기둥과 지붕보의 설치구조에 관한 것으로서, 더욱 상세하게는 절병통과 기둥 사이에 지붕보를 설치하였을 때 기둥의 상단과 지붕보 사이에 틈새가 발생하지 않도록 하여 외관을 미려하게 한 정자용 기둥과 지붕보의 설치구조에 관한 것이다.The present invention relates to the installation structure of the sperm column and the roof beam, and more specifically, when the roof beam is installed between the bottle and the pillar to prevent the gap between the top of the column and the roof beam to make the appearance beautiful It is about installation structure of dragon pillar and roof beam.

일반적으로 정자는 휴게시설물로 그 형태에 따라서 사각정자, 육각정자, 팔각정자 등으로 구분된다.Generally, sperm is a resting facility and is divided into square sperm, hexagonal sperm, and octagonal sperm.

그리고 상기 정자를 설치함에 있어서는 주춧돌 위에 기둥을 세우고, 기둥과 기둥 사이에 횡으로 도리를 짜맞추기 한 다음 상기 기둥과 절병통 사이에 기둥보를 설치하여 기와 또는 아파트슁글로 지붕을 덮게 된다. In installing the sperm, the pillar is placed on the headstone, the purlin is squeezed horizontally between the pillar and the pillar, and then the pillar beam is installed between the pillar and the bottle to cover the roof with the tile or apartment shingles.

그러나 정자(100)를 시공하기 위한 종래의 기둥(200)은 상부에 도 1, 2에 도시된 바와 같이 도리(300)를 짜맞추기 위한 ＋자홈(600)을 형성하면서 상기 기둥(200)과 절병통(500) 사이에 지붕보(400)를 걸치기 위한 지붕보 외측 받침부(700)와 지붕보 내측 받침부(800)의 높낮이를 동일하게 구성하였기 때문에 도 3 에서 도시된 바와 같이 기둥(200)과 기둥 사이에 도리(300)를 짜맞추기 한 다음 상기 기둥(200)과 절병통(500) 사이에 지붕보(400)를 설치하게 되면 상기 기둥(200)의 상단에 형성된 지붕보 외측 받침부(700) 바깥쪽에만 지붕보(400)가 단순하게 걸쳐지고 상기 지붕보 내측 받침부(800)와 지붕보(400) 사이에는 틈새(α)가 발생하여 내구성이 떨어지며 외관이 미려하지 못한 단점이 있었다.However, the conventional pillar 200 for constructing the sperm 100 forms a + pores 600 to assemble the purlin 300 at the top, as shown in FIGS. 1 and 2, and the articulation barrel ( Since the height of the girder outer support part 700 and the girder inner support part 800 for hanging the beam 400 between the 500 is configured to be the same, as shown in FIG. After weaving a purlin 300 in between, when the roof beam 400 is installed between the pillar 200 and the bottle barrel 500, the outer side of the roof beam supporting part 700 formed on the top of the pillar 200 is outside. Only the roof beam 400 is simply spanned, and the gap (α) occurs between the roof beam inner support portion 800 and the roof beam 400 has a disadvantage that durability is poor and the appearance is not beautiful.

한편, 상기 기둥(200)과 지붕보(400) 사이의 틈새(α)를 막기 위해 쐐기를 박기도 하나 이 경우 불편하고 번거로우며, 정자(100)의 시공 시간이 지연되는 단점이 있다.On the other hand, the wedge in order to prevent the gap (α) between the pillar 200 and the roof beam 400 is inconvenient and cumbersome in this case, there is a disadvantage that the construction time of the sperm 100 is delayed.

본 발명은 상기 문제점을 해결하기 위해 창안한 것으로서, 정자의 절병통과 기둥 사이에 설치되는 지붕보를 좀 더 안정감 있게 떠받쳐 내구성을 갖도록 하는 한편, 기둥과 지붕보 사이의 틈새를 방지하여 외관이 미려한 정자를 제공하는데 그 목적이 있다.The present invention has been devised to solve the above problems, while supporting the roof beam installed between the sperm and the pillar more stable and durable, while preventing the gap between the pillar and the roof beam beautiful appearance of sperm The purpose is to provide.

본 발명은 상기 목적 달성을 위해 정자를 구성하는 기둥의 상부에 형성되는 지붕보 외측 받침부와 지붕보 내측 받침부를 지붕보의 기울기에 맞게 경사지게 형성하면서 높낮이 맞추어 상기 정자의 지붕보 외측 받침부와 지붕보 내측 받침부가 지붕보와 면 접촉되도록 하면서 틈새를 방지하였다.The present invention provides a roof beam outer support and the roof beam outer support and the roof beam is formed inclined to match the inclination of the roof beam formed on top of the pillar constituting the sperm to achieve the above object The inner support of the beam was in surface contact with the roof beam to prevent gaps.

상술한 본 발명은 정자의 기둥과 절병통 사이에 설치되는 지붕보를 좀 더 안정감 있게 떠받쳐 내구성을 갖게 되고, 기둥의 상부와 지붕보 사이의 틈새가 방지되어 외관이 미려한 효과가 있다.The present invention described above has a more stable support for the roof beam installed between the sperm column and the articulation barrel, and has durability, and the gap between the upper part of the pillar and the roof beam is prevented, and the appearance is beautiful.

본 발명의 정자용 기둥과 지붕보의 설치구조를 이하, 첨부 도면과 관련하여 상세하게 설명하면 다음과 같다.Hereinafter, the installation structure of the sperm column and the roof beam of the present invention will be described in detail with reference to the accompanying drawings.

본 발명의 정자용 기둥(2)은 도 4, 5에 도시된 바와 같이, 기둥(2)의 상부에 도리(3)를 짜맞추기 위한 ＋자홈(6)을 형성하되 틈새를 방지하기 위해 지붕보 외측 받침부(7)보다 지붕보 내측 받침부(8)가 높도록 하여 지붕보(4)의 기울기에 맞게 상기 지붕보 외측 받침부(7)와 지붕보 내측 받침부(8)에 경사면(9)(10)을 구성하였다.As shown in FIGS. 4 and 5, the sperm pillar 2 of the present invention forms a + magnetic groove 6 for squeezing the purlin 3 on the upper portion of the pillar 2 to prevent the gap. An inclined surface 9 on the roof beam outer support 7 and the roof beam inner support 8 according to the inclination of the beam beam 4 so that the beam beam inner support 8 is higher than the support 7. (10) was configured.

본 발명은 실시 예에 따라서 기둥(2)의 상부에 형성되는 지붕보 내측 받침부(8)에만 경사면(10)을 형성하여 상기 기둥(2)의 지붕보 내측 받침부(8)와 지붕보(4) 사이의 틈새를 방지할 수도 있다.The present invention forms an inclined surface 10 only in the roof beam inner support portion 8 formed in the upper portion of the column 2 according to the embodiment to the roof beam inner support portion 8 and the roof beam ( 4) The gap between them can be prevented.

상기 정자(1)를 형성하는 기둥(2)과 지붕보(4)를 설치함에 있어서는, 도 6에 도시된 바와 같이 주춧돌(11) 위에 기둥(2)을 세운 다음 상기 기둥(2)의 상부에 형성된 ＋자 홈(6)을 이용하여 횡으로 도리(3)를 짜맞추기 한다.In installing the pillar 2 and the roof beam 4 forming the sperm 1, as shown in FIG. 6, the pillar 2 is erected on the headstone 11, and then the upper portion of the pillar 2 is formed. The purlin 3 is put together laterally using the + -shaped groove 6 formed.

상기 기둥(2)과 기둥 사이에 도리(3)를 짜맞춘 다음에는 절병통(5)과 기둥(2) 사이에 지붕보(4)를 설치하게 되는데, 이때 상기 기둥(2)의 지붕보 외측 받침부(7)와 지붕보 내측 받침부(8)가 상기 지붕보(4)의 기울기에 맞게 경사면(9)(10)이 형성되어 있으므로 면접촉이 되어 안정감 있게 떠받쳐 주게 되는 한편 상기 지붕보 내측 받침부(8)가 지붕보 외측 받침부(7)보다 높게 형성되어 있어 틈새가 방지되는 것이다. After weaving the purlin 3 between the pillar 2 and the pillar, a roof beam 4 is installed between the artillery barrel 5 and the pillar 2, wherein the outer beam of the pillar beam 2 is supported. Since the inclined surfaces 9 and 10 are formed in the part 7 and the inside of the roof beam 8 in accordance with the inclination of the roof beam 4, the surface 7 comes into contact with the surface and supports the beam in a stable manner. The support portion 8 is formed higher than the roof beam outer support portion 7 is to prevent the gap.

도 1은 종래의 정자 기둥 사시도1 is a perspective view of a conventional sperm column

도 2는 종래의 정자 기둥 정면도2 is a front view of a conventional sperm column

도 3은 종래의 정자 기둥과 지붕보의 설치 구조도Figure 3 is a structural diagram of the installation of conventional sperm column and roof beam

도 4는 본 발명의 정자 기둥 사시도4 is a perspective view of a sperm pillar of the present invention

도 5는 본 발명의 정자 기둥 정면도5 is a front view of the sperm column of the present invention

도 6은 본 발명의 정자 기둥과 지붕보의 설치 구조도Figure 6 is a structural diagram of the installation of sperm column and roof beam of the present invention

*** 도면의 주요 부분에 대한 부호의 설명 ****** Explanation of symbols for the main parts of the drawing ***

1 : 정자 2 : 기둥1: sperm 2: pillar

3 : 도리 4 : 지붕보3: torii 4: roof beam

5 : 절병통 7 : 지붕보 외측 받침부5: articulated barrel 7: roof beam outer support

8 : 지붕보 내측 받침부 9, 10 : 경사면8: roof beam inner supporting portion 9, 10: inclined surface

Claims (2)

정자(1)의 기둥(2) 상부에 형성된 ＋자 홈(6)을 이용하여 기둥(2)과 기둥 사이에 횡으로 도리(3)를 짜맞추기 한 다음 상기 기둥(2)과 절병통(5) 사이에 지붕보(4)를 설치함에 있어서,Using a + -shaped groove 6 formed on the top of the pillar 2 of the sperm 1, a purlin 3 is laterally interposed between the pillar 2 and the pillar, and then between the pillar 2 and the articular barrel 5. In installing the roof beam 4 in the 상기 지붕보(4)의 기울기에 맞추어 상기 기둥(2)의 지붕보 내측 받침부(8)를 상기 지붕보 외측 받침부(7)보다 높게 하여 경사면(10)을 형성한 다음 상기 기둥(2)과 절병통(5) 사이에 지붕보(4)를 걸치면 상기 지붕보(4)가 지붕보 내측 받침부(8)의 경사면(10)과 면접촉이 되어 틈새가 방지되도록 한 것을 특징으로 하는 정자용 기둥과 지붕보의 설치구조.The inclined surface 10 is formed by making the roof beam inner support part 8 of the pillar 2 higher than the roof beam outer support part 7 according to the inclination of the roof beam 4, and then the pillar 2. When the roof beam (4) is caught between the and the articulation tube (5) for the sperm characterized in that the roof beam (4) is in contact with the inclined surface 10 of the inner support portion 8 of the roof beam to prevent gaps Installation structure of columns and roof beams. 제 1 항에 있어서,The method of claim 1, 상기 지붕보(4)의 기울기에 맞추어 기둥(2)의 지붕보 외측 받침부(7)와 지붕보 내측 받침부(8)에 경사면(9)(10)을 형성하여 상기 기둥(2)과 절병통(5) 사이에 지붕보(4)를 걸치면 상기 지붕보(4)가 지붕보 외측 받침부(7)와 지붕보 내측 받침부(8)의 경사면(9)(10)과 면접촉이 되어 틈새가 방지되도록 한 것을 특징으로 하는 정자용 기둥과 지붕보의 설치구조.The inclined surfaces 9 and 10 are formed on the girder outer support 7 and the girder inner support 8 of the column 2 according to the inclination of the girder 4 so that the column 2 and the articulation barrel When the roof beams 4 are interposed between the beams 4, the beams 4 are in surface contact with the inclined surfaces 9 and 10 of the roof beam outer support 7 and the beam inner support 8. The installation structure of the sperm column and the roof beam, characterized in that it is prevented.
KR1020090102507A 2009-10-27 2009-10-27 Installation structure of roof member and bower pillar KR100945644B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020090102507A KR100945644B1 (en) 2009-10-27 2009-10-27 Installation structure of roof member and bower pillar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020090102507A KR100945644B1 (en) 2009-10-27 2009-10-27 Installation structure of roof member and bower pillar

Publications (1)

Publication Number Publication Date
KR100945644B1 true KR100945644B1 (en) 2010-03-04

Family

ID=42182973

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020090102507A KR100945644B1 (en) 2009-10-27 2009-10-27 Installation structure of roof member and bower pillar

Country Status (1)

Country Link
KR (1) KR100945644B1 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200367283Y1 (en) 2004-08-04 2004-11-09 곽영호 Assembling structure of frame for facilities
KR20090093012A (en) * 2008-02-28 2009-09-02 정현성 Prefab structure of stone pavilion
KR100915976B1 (en) 2009-04-01 2009-09-10 주식회사 한울 An assemly of pavilion
KR20090102447A (en) * 2008-03-26 2009-09-30 서삼덕 A roof structure of movable pavillion

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200367283Y1 (en) 2004-08-04 2004-11-09 곽영호 Assembling structure of frame for facilities
KR20090093012A (en) * 2008-02-28 2009-09-02 정현성 Prefab structure of stone pavilion
KR20090102447A (en) * 2008-03-26 2009-09-30 서삼덕 A roof structure of movable pavillion
KR100915976B1 (en) 2009-04-01 2009-09-10 주식회사 한울 An assemly of pavilion

Similar Documents

Publication Publication Date Title
KR101006225B1 (en) Modern korean-style house having steel structure
KR101067629B1 (en) Pagora pillar structure
JP5690644B2 (en) Simple building
CN204491904U (en) Cracking-proof frame construction infilled wall
KR100945644B1 (en) Installation structure of roof member and bower pillar
CN204081070U (en) A kind of large span steel frame beam cantilevered structure
JP2012132198A (en) Balustrade
KR20210115404A (en) Slim brick rail system
CN203878838U (en) Gutter joint mechanism used for externally hanging colorful board
KR102114477B1 (en) Construction Structure of Pole Plate, Comprising Column Head with Upper/Lower Combining Structure for Enhanced Durability of Column and Buildability of Pole Plate
KR101029360B1 (en) Pagora pillar structure
CN204609353U (en) Unsettled building structure
CN103469979B (en) A kind of Y shape steel plate bag column system
CN204139308U (en) Promotion formula is built
KR101173046B1 (en) Supporting Structure of Floor Frame for Arbor
CN204152108U (en) A kind of light section steel structure glass canopy structure
CN201334785Y (en) Homogenization warehouse factory building structure
CN201687081U (en) Wooden house
CN203977722U (en) The wall body structure of parapet
CN211114458U (en) Peacock standing eaves roof structure
CN210622019U (en) Steel construction building outer wall
CN104453033B (en) Connecting structure of curtain walls made of different materials
KR101248375B1 (en) Umbralla-type pavilion
CN203878885U (en) Roof frame girder beam water draining system
CN204850042U (en) Building reinforced concrete structure post contracture device

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20130218

Year of fee payment: 4

FPAY Annual fee payment

Payment date: 20131212

Year of fee payment: 5

FPAY Annual fee payment

Payment date: 20141205

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20151210

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20161212

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20171205

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20181205

Year of fee payment: 10

FPAY Annual fee payment

Payment date: 20191209

Year of fee payment: 11