| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 161 | 개질된 열 가소성의 합성 목재 및 토목 제품 | KR1019900007011 | 1990-05-16 | KR1019910020082A | 1991-12-19 | 박영호; 박무정 |
| 162 | Air bag type formwork timbering construction method | JP33379588 | 1988-12-28 | JPH02178469A | 1990-07-11 | SUZUKI KENSUKE; MORIYAMA TOSHIAKI |
| PURPOSE: To facilitate the work and sharply reduce the material cost and labor cost by providing an adequate timbering material inside a formwork, arranging an air bag on the outside, filling compressed air, and pressing and supporting it. CONSTITUTION: An adequate timbering material 3 is arranged on the inside of a formwork 2, and the movement of the formwork 2 to the inside is supported and fixed. An air bag 4 is arranged between the outside of the formwork 2 and support bodies such as side walls 1a and 1a located apart from it. Compressed air is filled in the air bag 4, and the outside of the formwork 2 is pressed and supported via the air pressure of the bag 4. COPYRIGHT: (C)1990,JPO&Japio | ||||||
| 163 | Formwork timbering for executing arch concrete | JP21109987 | 1987-08-25 | JPS6452996A | 1989-03-01 | MATSUGASHITA NOBUYUKI |
| PURPOSE: To facilitate the construction by bearing the ends of upper chords on both ends of the supporting for an arched truss framing on brackets mounted on the upper part of piers and to make it possible to slide at least one of the ends to facilitate construction. CONSTITUTION: Upper chords 5 and 5 and lower chords 6 and 6 are connected to each other to form a supporting 4 for an arched truss framing, and the ends of the upper chords 5 and 5 on both ends are borne by brackets 3 and 3 mounted on the upper parts of piers 1 and 1. At least one of the ends of the upper chords is equipped with a sliding material 10 capable of being slid in the direction of a row of piers 1. Then, after the construction of a form 12, the outside form is constructed to cast concrete, and then, the deformation of the form supporting 4 to the outside of both lower ends is slidably displaced on the brackets 3. By the constitution, economic efficiency can be promoted. | ||||||
| 164 | Formwork timbering for executing arch concrete | JP18569487 | 1987-07-24 | JPS6429575A | 1989-01-31 | MATSUGASHITA NOBUYUKI |
| PURPOSE: To prevent the generation of internal stress and improve the reliability and cost efficiency by connecting a plurality of timbering elements in which a main bar and a pair of side bars are coupled to form an triangle are connected in archlike shape, and slidably fitting both ends to the upper parts of bridge piers. CONSTITUTION: A timbering element is an assembly in which a main bar 5 and a pair of side bars 6, 6 are assembled to form a triangle. A timbering 4 is constituted by connecting a plurality of such timbering elements 7 at the ends of every main bars 5, and connecting the connection parts of the side bars 6 with sub bars 9. Next, a connecting material 11 is extensively provided between both ends, and end parts of the main bars 5, 5 at both ends are supported by brackets 3, 3 fitted on the upper part of bridge piers 1, 1. Then, at least one of the end parts is made slidable in the array direction of the bridge piers 1, 1. | ||||||
| 165 | 공동주택 내 조경물 목재 및 조경물 목재의 시공방법 | KR1020140005062 | 2014-01-15 | KR101537887B1 | 2015-07-17 | 도상익; 이길동 |
| 본발명은공동주택내 조경물목재및 조경물목재의시공방법에관한것으로서, 원목이아닌소형각재의조합부착으로하여금요구하는굵기의조경물목재로조합제작할수 있음은물론, 일측또는그 양측에연결부위또한각재의부착시길이를달리부착하여끼움조립돌부, 조립홈턱, 끼움홈, 끼움공등과같은연결부분을형성시킬수 있기때문에별도의장치를이용하여가공하지않고도제작할수 있으며, 이는공장에서대량생산이가능하고, 향후파고라및 정자와같은쉼터구조물또는공동주택내부시공에사용되는기둥이나들보용도로규격화하여사용할수 있는효과가제공된다. | ||||||
| 166 | 가공된 목재 제품들, 부품들 및 방법론들 | KR1020127015231 | 2010-11-16 | KR1020130006590A | 2013-01-17 | 보손,워윅; 해리슨,로저 |
| 장치, 결과로서 생긴 제품 및 그의 사용들이 관련된 막대들을 건조하는 방법이며, 상기 방법은 복수의 막대들을 단일층으로 평행하게 제공하는 제공단계, 각각 복수의 돌기들을 가지는 가압부재의 둑(bank)으로 상기 막대들의 적어도 일 면에 및/또는 면속으로 가압하여 상기 막대들이 만곡하는 것을 구속하는 가압단계, 및 그렇게 구속되었을 때 상기 막대들을 건조하는 건조단계를 수반한다. 바람직하게 가압부재들의 각 뱅크는 인접한 위와 아래에 있는 프레임들 또는 격자들 사이에 상기 단일 층의 막대들을 받아들일 수 있는 상기 프레임들 또는 격자들의 쌓아올린 더미의 프레임 또는 격자의 저면이고, 상기 돌기들은 바람직하게 오직 아래로 향한다. | ||||||
| 167 | Timber connector for slope frame work, and wooden slope frame work unit | JP2004371710 | 2004-12-22 | JP2006177057A | 2006-07-06 | HAMANO NOBUO; TAKAHASHI DAIKI; AMAKAWA YOSUKE |
| PROBLEM TO BE SOLVED: To provide a timber connector and a wooden slope frame work unit minimizing machining of timber in the field and facilitating work in the field even with unevenness on a slope face. SOLUTION: The timber connector for slope frame work is provided with a cruciform bottom plate 20, an anchor 30 projecting perpendicularly to the bottom plate 20 from the back face of the bottom plate 20, and four timber fixing means 40 projecting perpendicularly to the bottom plate 20 from the respective tip parts 21 of the bottom plate 20 and fixing the end of timber 10 respectively. Each timber fixing means 40 has a support part 41 for supporting the timber 10, and a fixing part 42 for fixing the timber 10 supported by the support part 41. The fixing part 42 fixes the timber 10 in a position where a distance between the timber 10 and the bottom plate 20 is a desired length. COPYRIGHT: (C)2006,JPO&NCIPI | ||||||
| 168 | Covering material, covering material for civil engineering and construction industry and paint for wood working | JP2003389144 | 2003-11-19 | JP2005146205A | 2005-06-09 | MATSUMOTO TAKASHI; NONAKA SHINICHI; TASHIRO RIE; KANZAKI MITSUYUKI |
| PROBLEM TO BE SOLVED: To provide a covering material that can give a covering body that suppresses the scattering of formaldehyde because it has the function to capture the formaldehyde liberating on radical polymerization. SOLUTION: This invention relates to a covering material that comprises (A) a resin bearing an ethylenically unsaturated double bond in one molecule, (B) a monomer bearing an ethylenically unsaturated double bond in the molecule and (C) an at least one compound selected from the group consisting of hydrazine, urea, β-diketone and the like and peroxide compounds, in addition, a covering material for civil engineering and construction industry and paint for wood working. COPYRIGHT: (C)2005,JPO&NCIPI | ||||||
| 169 | METHOD AND SYSTEM FOR PRODUCING AN ENGINEERED WOOD | PCT/SG2017/050502 | 2017-10-05 | WO2018067073A1 | 2018-04-12 | CHANG, Yong Leong |
The present invention relates to a method for producing an engineered wood, comprising the steps of: (a) breaking down a veneer to increase its porosity; (b) impregnating the veneer from step (a) with an adhesive material; (c) drying the veneer from step (b) to a predetermined moisture content level; (d) arranging a plurality of the veneers from step (c) in a mould; and (e) pressing the plurality of the veneers in the mould. The engineered wood has an appearance of natural timber, and is able to withstand extreme weather conditions and have minimum warping, rotting and termite infestation. |
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| 170 | USE OF PREHYDROLYSATE LIQUOR IN ENGINEERED WOOD | PCT/US2015/037736 | 2015-06-25 | WO2016007309A1 | 2016-01-14 | DELOZIER, Gregory Clark; LUND, Henrik; TOVBORG, Morten; LOUREIRO, Pedro Emanuel Garcia |
The present invention pertains to the field of wood. More specifically the present invention relates to a method for treatment of wood fibers and/or wood particles and/or wood strands with a wood prehydrolysate liquor and one or more phenol oxidizing enzymes for production of wood composite. |
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| 171 | ENGINEERED TIMBER PRODUCTS, COMPONENTS AND METHODOLOGIES | PCT/NZ2010/000228 | 2010-11-16 | WO2011065845A1 | 2011-06-03 | BOSSON, Warwick; HARRISON, Roger |
A method of drying sticks, a related apparatus, resultant product and its uses where the method involves presenting a plurality of sticks in parallel as a single layer, pressing each stick with a bank of pressing members on and/or into at least one face of the sticks, each with plurality of protuberances, thereby to constrain the sticks against crook, and drying the sticks when so constrained. Preferably each bank of pressing members is an underside of a frame or lattice of a stack of such frames or lattices able to receive such a single layer of sticks between adjacent overlying/underlying frames or lattices, the protuberances preferably being only downwardly directed. |
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| 172 | Building method of timbering in tunnel construction work and erector truck used for method thereof | JP17938896 | 1996-07-09 | JPH1026000A | 1998-01-27 | YAMAUCHI NORIO; TSUTSUI MASAKI |
| PROBLEM TO BE SOLVED: To conduct carrying-in and construction by one erector by a method wherein a timbering is held along the tunnel depth direction by using an erector truck, the erector truck is carried into a tunnel, the direction is changed in the tunnel cross direction, and the timbering is built. SOLUTION: Timberings W are gripped in a longitudinal attitude along the tunnel depth direction by timbering catchers 18, 19 for an erector truck 1 for constructing the timberings W, and moved and carried into a tunnel. The timberings W are conveyed in up to sections near the places of building, the catchers 18, 19 for gripping the timberings W at the front ends of booms 8, 9 for construction are slewed, and the timberings W are turned sideways along the tunnel cross direction. The booms 8, 9 are operated and the timberings W are built along an arched tunnel wall surface. Positioning rods 22 are inserted successively into positioning holes and the timberings W are positioned and built in succession by installing the positioning rods 22 to rods for hydraulic cylinders 23 in a coaxial manner, fixing one of the positioning rod 22 and expanding and contracting the cylinders 23, and the timberings are constructed safely and quickly without hands. | ||||||
| 173 | 콘크리트 토류판과 H빔을 이용한 흙막이 가설구조. | KR1020140014169 | 2014-02-07 | KR1020150093418A | 2015-08-18 | 정동면; 정인혁 |
| 본 발명은, 몰드패널 제작공정(C-10)과, 콘크리트 타설공정과(C-20), 타설된 콘크리트를 일정길이로 절단 커팅하는 커팅공정(C-30)으로 이루어지는 것을 특징으로 하는 콘크리트 토류판 제작방법과,
양단측으로 각각 단턱부(33)를 형성하고 상기 단턱부(33)로 돌출되도록 하되 콘크리트 토류판(30) 내부로 길이방향으로 매입되는 PC강연선(40)을 다수 내입되고, 상기 PC강연선(40)의 양측단은 상기 단턱부(33) 외부로 노출되어 정착되는 것을 특징으로 하는 콘크리트 토류판과, 콘크리트 토류판을 이용하여 흙막이 시설의 엄지말뚝 사이에 설치 시공하는 콘크리트 토류판 설치 구조에 있어서, 상기 엄지말뚝은 H-빔엄지말뚝(100-1) - 콘크리트PC말뚝(100-2) - H-빔엄지말뚝(100-1)의 순서로 반복 설치 시공되는 엄지말뚝(100; 100-1, 100-2)간에 콘크리트 토류판(30)을 설치 시공하기 위해, 상기 H-빔엄지말뚝(100-1)의 내측으로 콘크리트 토류판(30)의 일측단이 끼워지도록 하되, H-빔엄지말뚝(100-1)에 콘크리트 토류판(30)의 단턱부(33)가 위치되도록 하고, 콘크리트 토류판(30)의 일측단을 기준으로 회동시켜 타단측으로 미리 설치되어 있는 상기 콘크리트PC말뚝(100-2)의 측면과 인접하도록 하고, 상기 콘크리트PC말뚝(100-2) 양측으로부터 인접하게 되는 각각의 콘크리트 토류판(30)의 측단을 커버하기 위한 커버플레이트(50)와 앙카 볼트를 이용하여 분리 가능하게 체결되도록 하는 것을 특징으로 하는, 콘크리트 토류판 설치 구조를 제공하는, 흙막이 가설구조와 이에 적용되는 콘크리트 토류판 및 그에 따른 엄지말뚝에 설치되는 콘크리트 토류판 설치 구조에 관한 것이다. |
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| 174 | 공학목재를 이용한 한옥 지붕의 경량화 시공방법 | KR1020100031258 | 2010-04-06 | KR101202617B1 | 2012-11-19 | 최원철 |
| 공학목재를 이용한 한옥 지붕의 경량화 시공방법이 개시된다. 한옥 지붕구조를 경량화하기 위해 규격재를 이용하여 서까래를 구축하는 단계, 상기 한옥 지붕구조의 구조안전성 확보를 위해 규격재를 이용하여 상기 서까래 상부에 덧서까래를 적층하는 단계, 상기 한옥 지붕구조의 곡선 마감을 위해 규격재를 이용하여 수직 및 수평 방향으로 상기 덧서까래 상부에 제1 바탕틀을 적층하는 단계, 상기 제1 바탕틀 상부에 기와 시공의 바탕이 되는 구조용 판재를 적층하는 단계 및 상기 구조용 판재 상부에 시공될 기와를 지지하는 제2 바탕틀을 적층하는 단계를 포함하는 것을 특징으로 하는 한옥 지붕의 경량화 시공방법은 규격재를 이용하여 경량화를 이루며, 구조안전성을 확보하고 현대화 한옥의 단열성능을 향상할 수 있다. | ||||||
| 175 | 공학목재를 이용한 한옥 지붕의 경량화 시공방법 | KR1020100031258 | 2010-04-06 | KR1020110111930A | 2011-10-12 | 최원철 |
| 공학목재를 이용한 한옥 지붕의 경량화 시공방법이 개시된다. 한옥 지붕구조를 경량화하기 위해 규격재를 이용하여 서까래를 구축하는 단계, 상기 한옥 지붕구조의 구조안전성 확보를 위해 규격재를 이용하여 상기 서까래 상부에 덧서까래를 적층하는 단계, 상기 한옥 지붕구조의 곡선 마감을 위해 규격재를 이용하여 수직 및 수평 방향으로 상기 덧서까래 상부에 제1 바탕틀을 적층하는 단계, 상기 제1 바탕틀 상부에 기와 시공의 바탕이 되는 구조용 판재를 적층하는 단계 및 상기 구조용 판재 상부에 시공될 기와를 지지하는 제2 바탕틀을 적층하는 단계를 포함하는 것을 특징으로 하는 한옥 지붕의 경량화 시공방법은 규격재를 이용하여 경량화를 이루며, 구조안전성을 확보하고 현대화 한옥의 단열성능을 향상할 수 있다. | ||||||
| 176 | 폐품을 이용한 방수, 방부, 영구적인 공대용 목재의 제조 방법 | KR1019940024698 | 1994-09-29 | KR1019960010196A | 1996-04-20 | 임청산; 임천순 |
| 본 발명은 썩지 않는 폐품(각종 합성수지류 제품과 화학섬유류제품)을 이용하여 각종 건축용 목재, 내장제, 합판, 각종 토목건설 및 하천 항만공사용 원목(圓木), 각목, 판목, 지하 갱내 받침목 지하철 및 철도 부실 공사용 레일 침목등 매우 광범위한 용도에 활용할 수 있는 방수·방부의 영구적 인공 대용 목재의 제조 방법에 관한 것이다. 본 발명은 썩지 않는 페품을 이용하여 인공대용 목제화 하는 방법으로서 구체적으로 페품을 합성수지류와 화합섬유류를 선별분류한 후 분쇠기를 통해 3㎝내외 크기로 자잘하게 절단·분쇠하여 실린더속에 넣어 280℃전후의 발화 직전의 가열 온도에서 반용해 시켜 반죽 상태의 호상(糊狀) 반제품으로 사출한 후 다시 로울러 사이를 통하여 가압 냉각시킨후 횡절(橫切)하여 일정한 규격의 판목으로 조성 하든가 또는 사출된 반제품을 용도에 따라 일정한 크기로 절단후 압형 장치의 금형속에 넣고 압형후 냉각하우 나무색의 일정한 규격의 판목, 각목, 원목으로 조성하는 매우 견고한 방수, 방부성의 영구적 인공 대용 목재의 제조 방법에 관한 것이다. | ||||||
| 177 | ENGINEERED WOOD COMPOSITES HAVING SUPERIOR STRENGTH AND STIFFNESS | PCT/US2007/085064 | 2007-11-19 | WO2008079555A1 | 2008-07-03 | BARKER, Joel |
Disclosed is a process for making an engineered wood product comprising the following steps: (a) cutting a quantity of strands from wood lumber by use of a 3D stranding process, the strands having a length of about 6 inches to about 12 inches; and (b) forming the quantity of strands into an engineered wood product. |
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| 178 | METHODS FOR MONITORING RESIN-LOADING OF WOOD MATERIALS AND ENGINEERED WOOD PRODUCTS | PCT/US2004/000106 | 2004-01-06 | WO2004063703A2 | 2004-07-29 | MBACHU, Reginald, A.; CONGLETON, Tyler, G. |
Process for calibration of spectroscopic instrumentation for non-invasive monitoring of resin-loading of furnish-type wood materials, such as particles or fibers for particleboard or medium density fiberboard, respectively. Selection of ranges of wavelengths within a 350 nm to 2500 nm region by providing selection of spectrometers and sensors for wavelength ranges of 350-1000 nm, 1000 to 1800 nm, 1000 to 2500 nm, and 400 to 2200 nm, for use by engineered-wood manufacturing installations. Resin-loaded wood material is exposed to selected VIS/NIR energy and monitored as it moves on-line in relation to calibrated spectroscopic instrumentation; a sensor collects non-absorbed radiation energy reflected by the wood materials. Measurements are processed, in relation to pre-established calibration data, to determine whether the resin-loading is within manufacturing objectives; monitoring and feedback are used to maintain desired specifications. |
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| 179 | TWO-PART BIO-BASED FURFURYL ADHESIVE COMPOSITION FOR ENGINEERED WOOD | PCT/US2007014770 | 2007-06-22 | WO2007149589A2 | 2007-12-27 | CHEN GANG-FUNG; CHEN JIANXIA |
| Adhesive composition derived from tannin-furfuryl alcohol catalyzed by acid in a two-part aqueous system is used to bond a variety of wood substrates to give good bond strength and high percentage of wood failure. The reactivity of the mixed adhesive can be controlled by the proper selection of acid catalyst, catalyst concentration, and adhesive composition. This gives adhesive with a wide range of open time during processing. This adhesive system can be either cold set or heat activated. It can also be cured by radio frequency similar to typical industrial settings. These characteristics make this adhesive system suitable for a number of engineered wood applications such as finger joint, Glulam, l-joist, and LVL. | ||||||
| 180 | SLOPE CONSTRUCTION FORM OF CONSTRUCTION WORK THAT USE WOOD MODE OF LIFE BLOCK AND WOOD MODE OF LIFE BLOCK | KR20090071719 | 2009-08-04 | KR100929366B1 | 2009-12-02 | PARK TAE YOUB; SEO CHANG WON; JEONG HONG CHAE |
| PURPOSE: A slope construction method using an ecological wooden block is provided to improve the environmental recovery nature of the slope by installing the ecological wooden block on the slope of a bank and a seawall. CONSTITUTION: An ecological wooden block(A) comprises a notch member(10,10'), a front horizontal member(20), a first rear horizontal member(30), a second rear horizontal member(30'), a vertical member(40,40'), a vegetation space(60), and a vertical member insertion portion(70). The notch member is arranged at the constant intervals. The front horizontal member is coupled on the front of the upper part of the notch member with a stainless steel screw nail(50). The first rear horizontal member and the second rear horizontal member are coupled on the rear of the upper part of the with a stainless screw spike. The vertical member is vertically coupled on the edge crossed to the rear side of the front horizontal member and the outside of the two notch members. The vegetation space is formed in a square shape by the two notch members, the front horizontal member and the first rear horizontal member. The vertical member insertion portion is formed in a rectangular shape by the two notch members, the first rear horizontal member and the second rear horizontal member. | ||||||
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