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KR840001668A - Facility guard of wood and its manufacturing method - Google Patents

Facility guard of wood and its manufacturing method Download PDF

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Publication number
KR840001668A
KR840001668A KR1019820004236A KR820004236A KR840001668A KR 840001668 A KR840001668 A KR 840001668A KR 1019820004236 A KR1019820004236 A KR 1019820004236A KR 820004236 A KR820004236 A KR 820004236A KR 840001668 A KR840001668 A KR 840001668A
Authority
KR
South Korea
Prior art keywords
wood
plunge
layer
layers
web
Prior art date
Application number
KR1019820004236A
Other languages
Korean (ko)
Inventor
렉 에른스트 (외 1)
Original Assignee
에른스트 렉
외스터라이히쉐 도카 솨퉁스 운트 게뤼스퉁쉬테히니크 쥐엠비이에이취
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 에른스트 렉, 외스터라이히쉐 도카 솨퉁스 운트 게뤼스퉁쉬테히니크 쥐엠비이에이취 filed Critical 에른스트 렉
Publication of KR840001668A publication Critical patent/KR840001668A/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/14Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Veneer Processing And Manufacture Of Plywood (AREA)

Abstract

내용 없음No content

Description

목재의 시설가어더 및 그 제조방법Facility guard of wood and its manufacturing method

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음As this is a public information case, the full text was not included.

제1도는 본 발명에 따른 시설가어더의 실시예 일부 사시도.1 is a partial perspective view of an embodiment of a facility garner according to the present invention.

제2도는 제1도에 따른 실시예 중 플런지 일부 사시도.2 is a partial perspective view of the plunge of the embodiment according to FIG.

제7도는 3개의 목재층으로 구성된 고정웨브의 일부 사시도.7 is a partial perspective view of a fixed web consisting of three wood layers.

Claims (16)

플런지에 교합되는 다수의 설부에 의해 플런지에 연결되고 가어더의 전체 길이에 걸쳐 결합되는 고정플래트 웨브에 의해 연결된 상부 및 하부플런지를 가지며, 상술한 웨브가 합판 또는 함께 결합된 3개의 목재층으로 만들어진 판재로 구성되고 외부 목재층의 목재섬유가 중심층의 목재섬유에 대해 수직으로 연장되어 있으며, 플런지가 각각 목재섬유 가어더의 종축방향에 연장되어 있는 다수의 목재층으로 구성된 것에 있어서 각 플런지(1)(2)가 적어도 3개의 중첩된 목재층(5)(6)(7)으로 형성되고 인접한 각 쌍의 목재층의 목재섬유(F5)(F6)(F7)가 약 10-15도의 각도로 상호 경사지도록 구성되어 있음을 특징으로 하는 목재의 시설가어더.Three woods having the upper and lower plunge connected by a fixed plate web connected to the plunger by a plurality of tongues engaged with the plunger and joined over the entire length of the girder, wherein the webs described above are plywood or joined together. Consisting of layered boards, the wood fibers of the outer wood layer extending perpendicular to the wood fibers of the central layer, and the plunge consisting of a plurality of wood layers each extending in the longitudinal direction of the wood fiber guarders. Each plunge (1) (2) is formed of at least three overlapping wood layers (5) (6) (7) and the wood fibers (F5) (F6) (F7) of each pair of adjacent wood layers are about 10 Wooden lumber, characterized in that configured to be inclined to each other at an angle of -15 degrees. 1항에 있어서 각 플런지(1 또는 2)의 외부 목재틀(5)(6)의 목재섬유(F5)(F6)가 가어더(제3도)의 종축에 대해 평행하게 연장되어 있음을 특징으로 하는 목재의 시설가어더.The wood fiber (F5) (F6) of the outer wood frame (5) (6) of each plunge (1 or 2) is extended parallel to the longitudinal axis of the guard (Figure 3). The facility of the wood to make. 1항에 있어서 각 플런지(1 또는 2)의 외부 목재층(5)(6)의 목재섬유(F5)(F6)가 각각 가어더 종축과 약 5-8도의 각도를 형성함을 특징으로 하는 목재의 시설가어더.The method according to claim 1, characterized in that the wood fibers F5 and F6 of the outer wood layers 5 and 6 of each plunge 1 or 2 respectively form an angle of about 5-8 degrees with the longitudinal axis of the garder. The facility of the timber. 1항에 있어서 각 플런지의 외부목재층(5, 6)의 목재섬유(5, 6)가 각각 가어더종축과 10-15도의 각도를 형성함을 특징으로 하는 목재의 시설가어더.Wood girder according to claim 1, characterized in that the wood fibers (5, 6) of the outer wood layers (5, 6) of each plunge form an angle of 10-15 degrees with the garder longitudinal axis, respectively. 2항 및 3항 및 4항에 있어서 각 플런지(1 또는 2)가 소수의 목재층으로 구성됨을 특징으로 하는 목재의 시설가어더.Wood lumber according to claims 2 and 3 and 4, characterized in that each plunge (1 or 2) consists of a few wood layers. 5항에 있어서 각 플런지(1 또는 2)의 외부목재층(5)(6)이 15mm 이하임을 특징으로 하는 플런지 마다 3개의 목재층을 가진 시설가어더.Facility according to claim 5, characterized in that the external wood layer (5) (6) of each plunge (1 or 2) is 15 mm or less in length with three wood layers per plunge. 1항-6항중 어느 하나의 항에 있어서 웨브(3)의 설부(4)가 각각 관련된 플런지(1 또는 2)의 적어도 2개의 목재층(5, 6)과 교합함을 특징으로 하는 시설가어더.Facility according to one of the preceding claims, characterized in that the tongue 4 of the web 3 engages at least two wood layers 5, 6 of the associated plunge 1 or 2, respectively. . 1항-7항중 어느 하나의 항에 있어서 웨브의 각 목재층이 수개의 부품으로 구성됨을 특징으로 하는 시설가어더.The facility garer of any of the preceding claims, wherein each wood layer of the web consists of several parts. 1항-8항중 어느 하나의 항에 있어서 각 플런지가 엷게 깔은 베니어층으로 구성됨을 특징으로 하는 시설가어더.Facility according to one of the preceding claims, characterized in that each plunge consists of a thin layer of veneer. 1항-9항중 어느 하나의 항에 있어서 조립체의 높이가 10-20cm임을 특징으로 하는 시설가어더.The facility garage according to any one of claims 1 to 9, wherein the height of the assembly is 10-20 cm. (가) 상부 또는 하부플런지의 층조합물 및 웨브의 층조합물을 형성하고, (나) 설부를 위한 각 플런지요홈의 플런지층을 서로 평행하게 플런지의 폭에 대응하는 거리로 격리시키며, (다) 웨브층을 웨브스트립으로 분할하여 종축선단에 설부를 제공하고, (라) 일선단의 설부를 가진 웨브스트립을 접착제의 적용 후 서로 평행한 플런지판재의 요홈에 삽입시키고, 상술한 판재의 평면에 수직으로 동시에 또는 나중에 요홈을 가진 또다른 플런지판재를 판자의 다른 선단에 고정시키며, (마) 접착제의 칠한 후 플런지판재를 각각 인접한 웨브스트립 사이에 분할시킴을 특징으로 하는 다층 상부 및 하부플런지, 및 설부에 의해 길이 전체에 걸쳐 플런지에 연결되는 다층 플래트웨브로 구성된 목재 시설가어더의 제조방법.(A) Form the layer combination of the upper or lower plunger and the layer combination of the web, and (B) isolate the plunger layers of each plunger groove for the tongue at a distance corresponding to the width of the plunger in parallel with each other. (C) dividing the web layer into web strips to provide tongues at the longitudinal ends, and (d) inserting web strips with tongues at one end into grooves of the plunge plate material parallel to each other after application of the adhesive, and Fastening another plunge plate with grooves at the same time or laterally perpendicular to the plane of the plate, and (e) splitting the plunge plate between each adjacent webstrip after applying the adhesive. A method of making a wooden facility guard comprising a multilayer upper and lower plunge and a multilayer plate web connected to the plunge throughout its length by tongue. 11항에 있어서 플런지판재가 각각 적어도 3개의 목재층으로 구성되어 있되 목재층의 목재섬유가 각각 서로에 대해 약 10-15도의 각도를 이루고 상술한 요홈에 대해 약 5-8도의 각도를 이루도록 되어 있음을 특징으로 하는 방법.According to claim 11, the plunge plate is composed of at least three wood layers, each of the wood fibers of the wood layer to form an angle of about 10-15 degrees with respect to each other and the angle of about 5-8 degrees with respect to the above-mentioned grooves Characterized in that the method. 11항에 있어서 플런지판재가 각각 적어도 3개의 목재층으로 구성되어 있되 목재층의 목재섬유가 서로에 대해 약 10-15도의 각도를 이루고 상술한 요홈에 대해 0 또는 10-15도의 각도를 이루며, 외층의 목재섬유가 상술한 요홈에 대해 평행하게 놓여져 있음을 특징으로 하는 방법.The plunge plate of claim 11 is composed of at least three layers of wood each, wherein the wood fibers of the layers of wood form an angle of about 10-15 degrees with respect to each other and an angle of 0 or 10-15 degrees with respect to the above-mentioned grooves, Characterized in that the wood fibers of the outer layer lie parallel to the grooves described above. 11항에 있어서 웨브가 3개의 목재층으로 구성되어 있되 각층의 목재섬유가 인접한 각층과 90도의 각도를 이루고 외부 목재층의 목재섬유가 상술한 가어더의 축에 대해 평행하게 배열되어 있음을 특징으로 하는 방법.12. The web of claim 11, wherein the web consists of three wood layers, wherein each layer of wood fibers is at an angle of 90 degrees to the adjacent each layer, and the wood fibers of the outer wood layers are arranged parallel to the axis of the above-mentioned garder. How to. 11항에 있어서 웨브가 합판으로 만들어져 있음을 특징으로 하는 방법.The method of claim 11 wherein the web is made of plywood. 11항-15항중 어느 하나의 항에 있어서 각 3층 플런지의 결합결점이 플런지의 보다 가까운 주표면으로부터 15mm이하의 거리에 형성되어 있음을 특징으로 하는 3층의 상부 및 하부 플런지를 가진 시설 가어더의 제조방법.The three-layer upper and lower plunge according to any one of claims 11 to 15, characterized in that the joining defects of each three-layer plunge are formed at a distance of 15 mm or less from the closer main surface of the plunge. Method of manufacturing facility guards. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019820004236A 1981-09-21 1982-09-20 Facility guard of wood and its manufacturing method KR840001668A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19813137483 DE3137483A1 (en) 1981-09-21 1981-09-21 FORMWORK FORM OF WOOD AND METHOD FOR PRODUCING SUCH A WOODEN FORMWORK
DE93137483,2 1981-09-21

Publications (1)

Publication Number Publication Date
KR840001668A true KR840001668A (en) 1984-05-16

Family

ID=6142224

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019820004236A KR840001668A (en) 1981-09-21 1982-09-20 Facility guard of wood and its manufacturing method

Country Status (15)

Country Link
JP (1) JPS5858369A (en)
KR (1) KR840001668A (en)
AT (1) ATA441781A (en)
BE (1) BE894441A (en)
BR (1) BR8107613A (en)
CA (1) CA1182266A (en)
CH (1) CH660392A5 (en)
DE (1) DE3137483A1 (en)
ES (1) ES275498Y (en)
FI (1) FI823099L (en)
FR (1) FR2513291B1 (en)
GB (1) GB2106561A (en)
IT (1) IT1153736B (en)
NL (1) NL8203662A (en)
SE (1) SE8205172L (en)

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63118462A (en) * 1985-06-07 1988-05-23 川西 妙子 Building mold panel requiring no vertical thick end
DE8704891U1 (en) * 1987-04-02 1987-05-27 Moser, Karl, 8890 Aichach Scaffolding plank
DE8900698U1 (en) * 1989-01-23 1989-04-20 Schacht, Peter, 8222 Ruhpolding Multilayer wooden beam
JPH0713202U (en) * 1993-08-06 1995-03-07 宮田自動機販売株式会社 Footwear
US6012262A (en) * 1996-03-14 2000-01-11 Trus Joist Macmillan Built-up I-beam with laminated flange
CA2353202C (en) 2001-07-17 2009-01-06 Guildo Deschenes I-shaped wooden beam
DE102006021731B4 (en) * 2006-05-10 2015-07-30 Peri Gmbh Method for producing a lattice girder made of wood for the construction sector
DE102009036310A1 (en) * 2008-08-06 2010-04-15 Kögl, Martin Shuttering board with improved identification capability
ES2397743B1 (en) * 2011-07-01 2014-01-16 Ulma C Y E, S. Coop Structural element adapted to support a formwork
CN102561168A (en) * 2011-12-27 2012-07-11 东南大学 Bamboo plywood beam structure
CN107053420A (en) * 2017-06-06 2017-08-18 中铁二十四局集团有限公司 A kind of wooden frame plywood form
AU2019325533A1 (en) 2018-08-21 2021-04-08 John David Wright Insulatable, insulative framework apparatus and methods of making and using same
DE202022104305U1 (en) 2021-08-06 2022-09-12 Emil Steidle Gmbh & Co. Kg Timber beam with layer structure for a formwork covering

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7222899U (en) * 1972-09-28 Kistler L I-joists of wood, in particular formwork beams
US1377891A (en) * 1918-03-22 1921-05-10 Eugene V Knight Wooden beam
GB342695A (en) * 1929-11-02 1931-02-02 Richard John Harrington Hudson Improvements relating to plywood sheets
DE624855C (en) * 1933-03-29 1936-01-29 Charles Holst Profile supports or similar objects made of plywood
DE1847569U (en) * 1961-12-23 1962-03-01 Kurt Mechel GLUED WOODEN BEAM.

Also Published As

Publication number Publication date
FR2513291A1 (en) 1983-03-25
CH660392A5 (en) 1987-04-15
IT8223351A0 (en) 1982-09-21
BE894441A (en) 1983-01-17
BR8107613A (en) 1983-05-17
GB2106561A (en) 1983-04-13
DE3137483A1 (en) 1983-04-07
FI823099L (en) 1983-03-22
CA1182266A (en) 1985-02-12
ATA441781A (en) 1987-07-15
SE8205172L (en) 1983-03-22
ES275498Y (en) 1985-03-16
NL8203662A (en) 1983-04-18
FR2513291B1 (en) 1987-11-20
SE8205172D0 (en) 1982-09-10
FI823099A0 (en) 1982-09-08
IT1153736B (en) 1987-01-14
ES275498U (en) 1984-08-01
JPS5858369A (en) 1983-04-06

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