例文 (233件) |
接合部耐力の部分一致の例文一覧と使い方
該当件数 : 233件
壁パネル脚部接合部6の降伏耐力を、壁パネル1の降伏耐力よりも低い降伏耐力とした。例文帳に追加
The yield strength of the joint 6 is set lower than that of the wall panel 1. - 特許庁
鋼管柱梁接合部の耐力推定方法例文帳に追加
STRENGTH ESTIMATING METHOD FOR STEEL PIPE COLUMN AND BEAM JOINT - 特許庁
無耐火被覆高力ボルト接合部構造例文帳に追加
HIGH-STRENGTH BOLTED CONNECTION STRUCTURE WITH NO FIRE RESISTANT COATING - 特許庁
鋼管柱梁接合部の耐力推定方法例文帳に追加
METHOD FOR ESTIMATING YIELD STRENGTH OF JOINT PART OF STEEL PIPE COLUMN AND BEAM - 特許庁
接合具へ接合棒を係合させて各部材を接合させてなる接合部分の耐せん断力を、コストアップを招くことなく向上させる。例文帳に追加
To improve the resistance against the shearing force of a joined part composed by joining members with each other by engaging a joining bar with a joining piece without increasing the cost. - 特許庁
柱と梁の節点に設けられた接合部パネルの曲げ耐力を、該接合部パネルの上下となる柱の曲げ耐力の和未満とする。例文帳に追加
In this column and beam joint part, bending proof stress of a joint part panel provided at a nodal point of a column and a beam is less than sum of bending proof stress of the column being upper and lower parts of the joint part panel. - 特許庁
鋼管コンクリート柱・梁接合部の耐力評価方法例文帳に追加
METHOD FOR EVALUATING STRENGTH OF STEEL PIPE CONCRETE PILLAR/BEAM JUNCTION PART - 特許庁
鋼管柱における柱梁接合部分の耐力を求める方法例文帳に追加
METHOD FOR OBTAINING STRENGTH AT BEAM-COLUMN JOINT OF STEEL PIPE COLUMN - 特許庁
鋼管コンクリート柱・梁接合部の耐力評価方法例文帳に追加
METHOD FOR EVALUATING STRENGTH OF STEEL PIPE CONCRETE COLUMN/BEAM JOINT - 特許庁
鋼管柱における柱梁接合部分の耐力を求める方法例文帳に追加
METHOD FOR OBTAINING PROOF STRESS OF BEAM-COLUMN CONNECTION SECTION IN STEEL-PIPE COLUMN - 特許庁
繊維束を接合するにあたり、接合部の肥大化を抑制するとともに、高張力の負荷にも耐え得る高い接合強度を得る。例文帳に追加
To suppress enlargement of a joint part in joining fiber bundles and provide a high joining strength capable of withstanding high-tension load. - 特許庁
接合部の耐力が十分に確保できるフラットスラブの接合構造およびその接合方法を提供することである。例文帳に追加
To provide a connecting structure for a flat slab and its connecting method capable of sufficiently securing the yield strength of a junction. - 特許庁
プレキャスト部材同士を高い耐力で接合可能な耐久性に優れたプレキャスト部材の接合構造を提供する。例文帳に追加
To provide a joining structure for a precast member of excellent durability, can join the fellow precast members with a high proof-stress. - 特許庁
耐震性に優れかつ高軸耐力を有する杭頭接合部の構造を実現する。例文帳に追加
To realize a structure of a pile head joint section excellent in earthquake resistance and having high axial strength. - 特許庁
木質部材どうしを所定角度で接着接合する際、接合部の接合耐力を向上させることで、剛性が高く、耐震性能にも優れ、しかも施工性に優れた接合構造を提供する。例文帳に追加
To provide a joint structure which has high rigidity and is excellent in earthquake-resisting performance and execution of works by improving the joining yield strength of a joint part in joining wooden members to each other at a designated angle by adhesion. - 特許庁
よって、支持接合部38に発生する圧縮応力により、構造部材20の支持接合部38の曲げ耐力を向上することができる。例文帳に追加
As a result, the bending yield strength of a support joint part 38 of the structural member 20 is improved by compression stress produced at the support joint part 38. - 特許庁
シリカを主成分とする部材の接合において、接合部に、接合剤等の不要な物質を残留させたり、接合面を荒らしたりすることなく、高い密着力で、耐熱衝撃性にも優れた接合状態で接合された接合部材を製造する方法を提供する。例文帳に追加
To provide a method for manufacturing a joining member joined in a joined state with high adhesion and excellent thermal shock resistance without remaining an unnecessary substance such as joining material at a joining part and without roughening the joined surface in the joining of members consisting essentially of silica. - 特許庁
よって、支持接合部42に発生する圧縮応力により、塔状構造物22の支持接合部42の曲げ耐力を向上することができる。例文帳に追加
Therefore, compressive stress occurred in a joint part 42 can increase the flexural capacity of the joint part 42 of the tower structure 22. - 特許庁
内水圧が作用するコンクリート製水路部の接合端部分相互を弾性接合部材を用いて接合するに際し、接合部分の耐震性を確保しながら簡易且つ確実に止水接合できると共に、接合部分に地震力が作用して弾性接合部材が変形したときにも、その疲労劣化を小さく抑制し得る可撓性耐震接合構造を提供する。例文帳に追加
To provide a flexible aseismatic connection structure capable of easily and surely performing a sealing connection while assuring the aseismatic property of a connection portion when the connection end portions of concrete water channel parts receiving an internal hydraulic pressure are connected to each other by using an elastic connection member and suppressing a fatigue and a deterioration even when an seismic force acts on the connection portion and the elastic connection member is deformed. - 特許庁
柱梁接合部、柱端部又は柱脚部の耐力を十分に確保することができる柱梁接合構造、柱端接合構造又は柱脚接合構造を提供することを目的とする。例文帳に追加
To provide a column beam joint structure, a column end joint structure or a column base joint structure capable of sufficiently securing the bearing force of a column beam joint part, a column end part or a column base part. - 特許庁
接合部に大きなプレストレスを導入することで接合部の回転剛性と耐力を増大させて剛節に近づける。例文帳に追加
To make a joint close to a rigid joint by introducing great prestress into the joint so as to increase the rotational stiffness and strength of the joint. - 特許庁
剪断応力に対する耐遅れ破壊特性に優れた高強度支圧接合部品及びその製造方法並びに支圧接合部品用鋼を提供する。例文帳に追加
To provide high strength bearing jointing parts having excellent delayed fracture resistance characteristic against a shearing stress and a method for manufacturing the same, and steel for the bearing jointing parts. - 特許庁
梁に生じるねじれを防止し、且つ梁の接合部分の耐力を向上させ、更に、梁の接合部分に生じる虞のある段差を防ぐ。例文帳に追加
To prevent the occurrence of torsion in a beam, improve yield strength of a beam joint part, and prevent the occurrence of step being likely to occur in the beam joint part. - 特許庁
内壁耐力面材1の間柱3と接合する部分に、蟻溝部2を上下方向に形成する。例文帳に追加
A dovetail groove part 2 is formed in the vertical direction in a part joined with a stud 3 of the internal wall bearing surface member 1. - 特許庁
外壁耐力面材1の間柱3と接合する部分に、蟻溝部2を上下方向に形成する。例文帳に追加
A dovetail groove part 2 is formed in the vertical direction in a part joined with a stud 3 of the external wall bearing surface member 1. - 特許庁
黄銅部材を加熱手段を用いて、接合する際、耐食性の劣るβ相が析出する為、黄銅接合部材の耐食性が低下してしまうので、本発明は、加熱接合後も耐食性の低下を極力防止した黄銅接合部材を提供することを目的とする。例文帳に追加
To provide brass joined members in which deterioration in corosion resistance is prevented as much as possible even after heating and joining since, at the time of joining brass members by using a heating means, a β phase inferior in corrosion resistance is precipitated to deterorate the corrosion resistance of the brass joined members. - 特許庁
そして、求められた面外曲げ降伏耐力値fMyと、パンチングシャー降伏耐力値psMyと、柱梁の溶接接合部の降伏耐力値wMyのうちの最も小さい耐力値を、偏心接合部の降伏耐力jMyとする。例文帳に追加
The smallest proof stress value of the obtained out-of-plane bending yield proof stress fMy, the punching shear yield proof stress psMy, and a yield proof stress wMy of a welding joint part of the column/beam is the yield proof stress jMy of the eccentric joint part. - 特許庁
接合部の耐力を高めるとともに施工性に優れた主柱と小柱との接合構造を実現し、また、主柱と小柱との接合部分の美観にも配慮した接合構造を提供する。例文帳に追加
To realize a joint structure between a main pillar and a small pillar promoting strength of a joint section and, at the same time, excellent in workability and to provide the joint structure also taking beauty of a joint section between the main pillar and the small pillar into consideration. - 特許庁
基礎、土台、柱あるいは梁等の建築部材同士の接合部を補強し、その接合耐力を向上させることができる接合補強材及び接合補強構造を提供する。例文帳に追加
To provide a joining reinforcement and a joining reinforcing structure, which can increase the joining strength of a joint between building members such as a foundation, a sill, a column or a beam by reinforcing the joint. - 特許庁
光起電力素子における光起電力層上の金属細線と金属電極の接合部の応力耐性を高めさらに耐腐蝕性を高める。例文帳に追加
To improve stress resistance and corrosion resistance in the junction parts of metallic thin wires and metallic electrodes in a photovoltaic element. - 特許庁
本発明は、鋼管柱の柱梁接合部耐力の一定の精度を保ちつつ、簡易で汎用的な、鋼管柱における柱梁接合部分の耐力を求める方法を提示する点にあり、かかる耐力を求める方法を用いた鋼管柱における柱梁接合部の設計方法を提示する。例文帳に追加
To provide a method for obtaining strength at a beam-column joint of a steel pipe column which is simple and widely usable while maintaining a fixed accuracy in the strength at the beam-column joint of the steel pipe column, and also to provide a method for designing the beam-column joint of the steel pipe column employing the method. - 特許庁
コンクリート本体16の接合部24Aが、第1耐力部30と、第1耐力部よりも耐力が小さい第2耐力部32とによって構成されている。例文帳に追加
The joint 24A of a concrete body 16 is constituted by a first load-bearing part 30 and a second load-bearing part 32 which is lower than the first load-bearing part in yield strength. - 特許庁
接合部の耐力を過大評価する度合いを小さくできる評価方向を提供る。例文帳に追加
To provide an evaluation method for reducing the degree for excessively evaluating the strength of a junction part. - 特許庁
円形断面鋼管柱における柱梁接合部分の耐力を求める方法例文帳に追加
METHOD FOR OBTAINING PROOF STRENGTH OF BEAM-COLUMN CONNECTION SECTION IN CIRCULAR SECTIONAL STEEL-PIPE COLUMN - 特許庁
引張力を受ける接合部の応力を、耐力、剛性の高い裏面への圧縮力に変換して接合部構造の全体の耐力、剛性をより安定的に高められる角形鋼管柱とH形鋼梁との接合構造を提供する。例文帳に追加
To provide a connecting structure of a square steel pipe column and an H-shaped steel beam that can increase stably the overall proof stress and stiffness of the structure of a connection by converting the stress of a connection receiving a tensile force to a compression force to the reverse whose proof stress and stiffness is high. - 特許庁
柱梁接合部の耐力、耐震性能を確保しつつ、また、柱主筋の座屈防止を図りつつ、現場での作業の簡易化、省力化を図ること。例文帳に追加
To simplify work at a job site, and reduce labor while securing strength and earthquake resistant performance of a column/beam joining part, and while preventing buckling of column main reinforcements. - 特許庁
サージタンクと、該サージタンクに共通に連なる複数の吸気管とを有するとともに、合成樹脂から成る複数の接合部品を接合して構成される吸気マニホールドにおいて、圧力変動に対する耐圧強度を高めて、接合部品の接合部での耐久性を向上する。例文帳に追加
To improve the durability of joint parts at a junction thereof by improving the pressure resistant strength to the pressure fluctuation in an intake manifold having a surge tank and a plurality of intake tubes connected to the surge tank and formed by joining a plurality of joining parts made of a synthetic resin. - 特許庁
接合部性能(剛性、耐力)を安定確保でき、コスト負担を軽減できる、特殊形状の接合金物を用いた円形鋼管柱とH形断面梁の高力ボルト接合構造と、この接合構造で用いる特殊形状の接合金物を提供する。例文帳に追加
To provide a high strength bolt joint structure of a circular steel pipe column using special shaped connection hardware capable of stably ensuring joint performance (rigidity and proof stress) and alleviating a burden on the cost and an H-shaped beam and the special shaped construction hardware used for the joint structure. - 特許庁
接合部材の耐荷力を低減させることなく、接合部材に作用するせん断力を低減・制御できる鋼・コンクリ−ト接合構造を提供する。例文帳に追加
To provide a steel-concrete joining structure capable of reducing and controlling shearing force acting on a joining member without reducing loading capacity of the joining member. - 特許庁
本発明は、少なくとも一対の異種の金属部材を突合せ接合する摩擦攪拌接合方法において、接合ツールの相対的な移動方向に対し当該接合ツールの回転方向が同方向となる側に耐力の低い金属部材を配置することを特徴とする摩擦攪拌接合方法である。例文帳に追加
In the friction stirring and joining method for butt-joining at least one pair of dissimilar metal members with each other, the metal member having lower proof stress is arranged on the side in which the rotational direction of a joining tool becomes the same as the relative moving direction of the joining tool. - 特許庁
接合具11へ接合棒12を挿入させた際に、雌型せん断補強部材21の嵌合リング24の嵌合孔30に雄型せん断補強部材27が嵌合し、接合部分の耐せん断力が向上される。例文帳に追加
When the joining bar 12 is inserted in the joining piece 11, the male shear reinforcement member 27 is fitted to the fitting hole 30 in the fitting ring 24 of the female shear reinforcement member 21 to improve the resistance against the shearing force of a joined part. - 特許庁
仕口部分の鋼管の加工を最小限にして、接合部の耐力が十分に確保できるフラットスラブの接合構造およびその接合方法を提供することである。例文帳に追加
To provide a connecting structure for a flat slab and its connecting method minimizing the machining of a steel pipe at a connection portion and capable of sufficiently securing the yield strength of a junction. - 特許庁
仕口部分の鋼管の加工を最小限にして接合部の耐力が十分に確保できるフラットスラブの接合構造およびその接合方法を提供することである。例文帳に追加
To provide a connecting structure for a flat slab and its connecting method minimizing the machining of a steel pipe at a connection portion and capable of sufficiently securing the yield strength of a junction. - 特許庁
少なくとも接合面がサファイアからなる第一の部材と、少なくとも接合面が多結晶アルミナ焼結体からなる第二の部材との接合体において、熱応力に対する耐久性、信頼性を向上させる。例文帳に追加
To improve durability and reliability against thermal stress, in a joint body of a first member in which at least a joint surface is formed of sapphire and a second member in which at least a joint surface is formed of a polycrystalline alumina sintered body. - 特許庁
仕口部における鋼管柱本体への最小限の加工で、接合部の耐力が十分に確保できるフラットスラブの接合構造およびその接合方法を提供することである。例文帳に追加
To provide a joint structure between a steel-pipe column and a flat slab, which sufficiently ensures the strength at a joint portion by executing minimum working on a steel-pipe column main body at a location of a header of the flat slab, and to provide a method for connecting the steel-pipe column and the flat slab to each other. - 特許庁
鋼管コンクリート場所打ち杭とフーチングの接合部に大きな水平力が作用して曲げが生じた場合でも、杭接合部における圧縮と引張りのバランスが保たれ、耐力を維持することができる、杭とフーチングの接合構造および接合方法を提供することを目的とする。例文帳に追加
To provide a joint structure of a pile and footing and a joining method which, even when a large stress acts on a joint part of a steel pipe concrete cast-in-place pile and footing and bending is generated, keeps balance of compression and tension at the pile joint part and can maintain a proof stress. - 特許庁
鋼管コンクリート場所打ち杭とフーチングの接合部に大きな水平力が作用して曲げが生じた場合でも、杭接合部における圧縮と引張りのバランスが保たれ、耐力を維持することができる、杭とフーチングの接合構造および接合方法を提供することを目的とする。例文帳に追加
To provide a joint structure between a steel pipe reinforced cast-in- place concrete pile and a footing, which maintains balance between compression and tension at a pile joint portion between the pile and the footing and maintains strength at the same, even if a large horizontal force is applied to the joint portion to cause bending, and to provide a joining method between the pile and the footing. - 特許庁
木造建物あるいはスチールハウスにおける壁パネルの固定構造において、壁パネル脚部接合部6の降伏耐力を、壁パネル1の降伏耐力よりも高い降伏耐力とし、かつ壁パネル1の最大耐力よりも低い降伏耐力としたことを特徴とする壁パネル固定構造。例文帳に追加
This wall panel fixing structure of a wooden building or a steel house is characterized in that the yield strength of the joint 6 of the wall panel leg part is set higher than that of the wall panel 1 and set lower than the maximum strength of the wall panel 1. - 特許庁
接合部における曲げ耐力と接合強度を大幅に向上するとともに、安価に製造できる、2種の異なる金属からなる導入部材と接合部材とを一体に接合した医療用ガイドワイヤ芯材およびこれを用いた医療用ガイドワイヤを提供することを課題とする。例文帳に追加
To provide a medical guide wire core which is formed by integrally joining a joining member and introducing member consisting of two different metals, is greatly improved in bending yield strength and joining strength in junctions and can be inexpensively manufactured and to provide a medical guide wire using the same. - 特許庁
例文 (233件) |
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