「梁材」に関連した英語例文の一覧と使い方(9ページ目) - Weblio英語例文検索

主接合部材４を予め柱２に固着し、主接合部材４を梁３の中空部１４の端部に突入させて梁３の上下移動を拘束することで、柱２に対する梁３の組み付け作業を容易化する。例文帳に追加

Further a main connection member 4 is secured to the column 2 beforehand, and then the main connection member 4 is force-fitted to an edge of the hollow portion 14 of the beam to bind vertical movement of the beam 3, which facilitates attachment work of the beam 3 to the column 2. - 特許庁

柱梁耐力比が１．０超えで、柱部材の降伏応力を梁部材の降伏応力より高く設定し、且つ第１層における柱脚と基礎または基礎梁との接合を半剛接合とする。例文帳に追加

A column-beam strength ratio is set to exceed 1.0; yield stress of a column member is set higher than that of a beam member; and a column base of the first story and a foundation or a foundation beam are semi-rigidly joined together. - 特許庁

動き抑制部材とねじり梁102,103の間に電圧を印加することにより、動き抑制部材は、ねじり梁側へ変形又は変位し、ねじり梁の側面を両側から挟み付け押圧（挟圧）する。例文帳に追加

By applying voltage between the movement suppression members and the torsional beams 102 and 103, the movement suppression members are deformed or displaced to the side of the torsional beams to pressurize the side surfaces of the torsional beams from both their sides. - 特許庁

これにより、梁背の断面積と人為的反力 の調整により梁部材としての荷重耐力を高めスパンや荷重に応じた梁部材ができる様になります。例文帳に追加

In this way, by adjusting the sectional area of beam depth and the artificial reaction (7), the load carrying capacity of a beam member can be enhanced, and the beam member corresponding to the span and the load can be realized. - 特許庁

梁用断熱部材８は、板状に形成された合板８１、及び梁用板状断熱材８２を接着剤等で接合して構成され、合板８１は長辺床梁１２Ａの下面にボルト８３にて取り付けられている。例文帳に追加

The heat-insulating member 8 is constituted by joining plywood 81, formed like a plate, and a plate-like heat-insulating material 82 for a beam by means of an adhesive etc.; and the plywood 81 is mounted on the undersurface of the long-side floor beam 12A by means of a bolt 83. - 特許庁

当該ＰＣ梁部材１２の上に当該ＰＣ梁部材１２より上の中間部分３ｂと上端部分３ｃを下端側から上端側に梁型枠１３を順に移動させながら場所打ちコンクリートによって施工する。例文帳に追加

An intermediate portion 3b and an upper end 3c above the PC beam member 12 are constructed on the PC beam member 12 by using cast-in place concrete, while sequentially moving the beam form 13 from a lower end side to an upper end side. - 特許庁

仮設足場は、枠体に配置された足場板支持部材(4)を梁下領域から梁(B)の反対側に突出させ、梁の反対側に突出した支持部材の突出部分によって足場板(6)を支持する。例文帳に追加

The temporary scaffold protrudes a scaffold plate supporting member 4 arranged in the frame 2 from a region below a beam to the opposite side of a beam B, and then the temporary scaffold supports the scaffold plate 6 by a means of the protruded portion of the supporting member 4 protruded to the opposite side of the beam. - 特許庁

支保梁１は、平行に配置する側面梁枠２，２と、両者を連結する水平つなぎ材３と、側面梁枠２の上弦材４のウエブ４ａ中央に固着する床板５を有する。例文帳に追加

The timbering beam 1 has side-face beam frames 2 and 2 arranged in parallel, horizontal tie beam members 3 connecting both side-face beam frames and floor boards 5 fixed at the centers of the webs 4a of top chords 4 for the side-face beam frames 2. - 特許庁

荷重の乗った梁の上面に締結される第１基材と、前記梁を支持する支持梁の上面に張り出して位置する第２基材と、を有する。例文帳に追加

This mounting tool has a first basic member tightened on an upper face of a beam on which load is applied and a second basic member positioned by overhanging on an upper face of a support beam supporting the beam. - 特許庁

柱外壁ユニット３１は柱断熱部と柱外壁面材とを有しており、梁外壁ユニット３２は梁断熱部と梁外壁面材とを有している。例文帳に追加

The column external wall unit 31 includes a column heat insulation part and a column external wall surface material, and a beam external wall unit 32 includes a beam heat insulation part and a beam external wall surface material. - 特許庁

（片持ち梁型張り出し部材（２０）およびリップ（２２）を含む）任意の片持ち梁型シールが滑り継手界面からの漏れを軽減する。例文帳に追加

An optional cantilevered seal (including a cantilevered overhang (20) and a lip (22)) mitigates leakage from a slip joint interface. - 特許庁

片持ち梁部５が基板部２に一体に形成されるとともに、片持ち梁部５と基板部２が押出材製である。例文帳に追加

The beam part 5 is formed integrally with the substrate part 2, and the beam part 5 and the substrate part 2 are made of extruded material. - 特許庁

一重管構造の橋梁用サドル構造において、橋梁施工後に何らかの要因で損傷した斜材ケーブルの交換を可能にする。例文帳に追加

To replace a diagonal cable damaged due to some factors after the construction of a bridge in saddle structure for the bridge of single pipe structure. - 特許庁

Ｈ形断面の前後の柱材１、２、奥行方向の奥行梁、左右方向の横梁、ブレース７等で鋼製枠を形成する。例文帳に追加

The frame made of steel is formed of front-rear H-shaped sectional column materials 1 and 2, depth beams in the depth direction, crossbeams in the horizontal direction, bracings 7 or the like. - 特許庁

Ｈ形断面の前後の柱材１、２、奥行方向の奥行梁３、左右方向の横梁５、ブレース７等で鋼製枠を形成する。例文帳に追加

The frame made of steel is formed of H-shaped sectional front-rear column materials 1 and 2, depth beams 3 in the depth direction, crossbeams 5 in the horizontal direction, bracings 7 or the like. - 特許庁

接合部が大きなエネルギー吸収能力を有し、柱・梁部材の弾性保持が可能で、コンパクトな柱・梁接合構造を提供する。例文帳に追加

To provide a compact column and beam joining structure by having large energy absorption capability in a joining part and enabling elastic holding of a column and beam member. - 特許庁

橋梁を列車が通過するとこの橋梁が振動して、振動に応じた電力を圧電材料４が発生する。例文帳に追加

When a train passes on the bridge, the bridge is vibrated and the power corresponding to the vibration is generated from a piezoelectric material 4. - 特許庁

円形鋼管柱１の厚肉管部１ａの円弧状側面部に、鋼製の梁１又は梁継ぎ手材が摩擦圧接３で接合されている。例文帳に追加

The beam 2 made of steel or the beam joint material is connected to the arcuate side face section of the thick pipe section 1a of the circular steel-pipe column 1 by a friction press-contact 3. - 特許庁

左右の軸梁２，２’間には、軸梁２，２’に捻り荷重を伝達する軸箱間捻り部材７が設けられてロール支持剛性を向上している。例文帳に追加

The roll support rigidity is improved by providing an inter-axle box twisting member 7 for transmitting twisting load to the axle beams 2 and 2' between the right and left axle beams 2 and 2'. - 特許庁

天井大梁１２には、制振フレーム２１に対する天井大梁１２の面外方向への移動を規制する規制部材３１が固定されている。例文帳に追加

A regulating member 31 for regulating the ceiling girder 12 from moving in the out of plane direction to the vibration proofing frame 21 is fixed to the ceiling girder 12. - 特許庁

下階天井大梁２２Ａと上階床大梁２３Ａとの連結部には、規制部材４５が設けられている。例文帳に追加

A regulation member 45 is provided in a connection part between a lower story ceiling girder 22A and the upper story floor girder 23A. - 特許庁

安価で、梁材に形成されている貫通孔へのセットが容易な梁貫通孔補強方法を提供する。例文帳に追加

To provide a method of reinforcing a through-hole formed in a beam by which the cost is reduced and fitting to the through-hole formed in a beam member is facilitated. - 特許庁

建物ユニット２は、上梁７および下梁８の間に、枠体２０および面材３０からなる補強パネル１０を、取り付けて構成される。例文帳に追加

A building unit 2 is constituted by mounting a reinforcing panel 10 consisting of a frame body 20 and a facing 30 between upper beams 7 and lower beams 8. - 特許庁

また、斜材６と８は大梁３の端部から梁中央寄りの１／３Ｌ程度の範囲内に設置する。例文帳に追加

The diagonal members 6, 8 are installed within a range of about 1/3L from the ends of the girder 3 toward the center of the girder. - 特許庁

また、取付部材６を、建物の土台又は下梁２２から上梁までの高さ以下の長さの連続体で形成した。例文帳に追加

Additionally, the mounting member 6 is formed of a continuous body whose length is equal in dimension to/smaller in dimension than a height to an upper beam of a building from a sill thereof or a lower beam 22 thereof. - 特許庁

これにより略平行に配設された胴差60と床梁61間及び床梁61間に交差状に配設される受け材を架設する必要が無くなる。例文帳に追加

Thus, retainer members disposed in a crossed manner do not have to be erected between the girth 60 and the floor beam 61, which are disposed almost in parallel, and between the floor beams 61. - 特許庁

横梁留め金具を用いた間伐丸太材使用の法枠工法及びその法枠工法に用いる横梁留め金具例文帳に追加

SLOPE FRAME CONSTRUCTION METHOD USING LATERAL BEAM FASTENING METAL FITTING AND THINNING LOG AND LATERAL BEAM FASTENING METAL FITTING USED FOR SLOPE FRAME CONSTRUCTION METHOD - 特許庁

仕上面材の支持機能を兼ね備える柱・梁構造をより少ない部品数で実現できる柱・梁構造を提供すること。例文帳に追加

To provide a beam-column structure which doubles as a finish face plate support function, and is achieved by a smaller number of component parts. - 特許庁

フランジ１２Ｆの上面には、梁１２の長さ方向に渡って、梁１２の振動を減衰させる減衰部材１４が設けられている。例文帳に追加

An attenuating member 14 for attenuating vibration of the beam 12 is installed on the top face of the flange 12F along the longitudinal direction of the beam 12. - 特許庁

また、脚台１０を横梁５１と同じ押出型材から製作した横梁１２を用いたモノスパン構造とし、部品の共通化を図る。例文帳に追加

Additionally, the leg rest 10 is of the monospan structure using a horizontal beam 12 manufactured from the same extrusion mold material as used for the horizontal beam 51 to share common parts. - 特許庁

このとき、上床版支保梁２１の前方側は、波形鋼板横梁２３へ吊り材３０を介して支持させる。例文帳に追加

At this time, the front side of an upper floor slab support beam 21 is supported to the corrugated steel plate cross beam 23 through a hanging member 30. - 特許庁

当該一対の縦材５１、５２と、床梁３２と、天井梁３３とで囲まれた架構面５０に制振装置６０が設けられている。例文帳に追加

A seismic device 60 is disposed on a frame surface 50 surrounded by the pair of vertical members 51, 52, the floor beam 32 and the ceiling beam 33. - 特許庁

梁材どうしの接合部の強度が高く、しかも組立や設置に要する作業負担の少ない組立式冷蔵庫の天井補強梁を提供する。例文帳に追加

To provide the ceiling reinforcing beam of a built-up refrigerator having high strength of the connection part of beam materials and small working burden. - 特許庁

フック形鉄筋３の仮留めは、梁１の外周面を清掃した後に、接着材１３で梁１に接着することにより行う。例文帳に追加

The temporary fixing of the hook-shaped reinforcements 3 is performed by bonding it them to the beam 1 with an adhesive agent 13 after the outer peripheral surfaces of the beam 1 are cleaned. - 特許庁

応力付与部８は梁部６と同一材料で形成し、応力付与部８には梁部６を引っ張り上げる残留応力を付与する。例文帳に追加

The stress imparting part 8 is formed of the same material as that of the beam part 6, and residual stress pulling up the beam part 6 is imparted to the stress imparting part 8. - 特許庁

建築現場で界壁33の一方の壁面材33A を界壁支持用小梁16A に取り付け、他方を追加小梁16D に取り付ける。例文帳に追加

In the building site, one wall surface material 33A of the boundary wall 33 is fitted to the boundary wall supporting beam 16A, and the other is fitted to the additional beam 16D. - 特許庁

突き合わせ部分における床梁，天井梁及び柱の二重配置を回避し、原材料を少なくすることのできる建物ユニットを提供する。例文帳に追加

To provide a building unit reduced in raw material by eliminating the double installation of floor beams, ceiling beams and columns in an abutting section. - 特許庁

鉄骨梁７の上面には、これら複数の鉄骨梁７をまたぐように床材８が敷設されている。例文帳に追加

Floor materials 8 are placed on the upper faces of the steel beams 7 so as to strand over the plurality of steel beams 7. - 特許庁

遮音パネル３０を用いた遮音床４０において、下階天井大梁１２と上階床大梁２２の間に制振材５０を介装したもの。例文帳に追加

A damping material 50 is interposed between a downstairs ceiling girder 12 and an upstairs floor girder 22 in the sound insulating floor 40 using a sound insulating panel 30. - 特許庁

床面材を複数の床梁３，６で支持するとともに、これらの床梁３，６に制振装置１０が各々設けられる。例文帳に追加

According to the floor structure, a floor face material is supported by a plurality of floor beams 3, 6 which each have vibration control devices 10 arranged therein. - 特許庁

複数の木製柱１の上に木製梁２を架け渡してラーメン構造体とし、木製梁の下面に沿って鋼補強材５を配置する。例文帳に追加

The wooden beam 2 is laid over a plurality of wooden columns 1 to form a rigid-frame structure, and the steel reinforcing member 5 is arranged along the lower face of the wooden beam. - 特許庁

柱梁仕口２８の近傍には、柱１４を反力受けとして、大梁１２に加振力を作用させる作動部材３０が取り付けられている。例文帳に追加

A working member 30 for making an excitation force act on the girder 12 is mounted near the beam-column joint 28 by using the column 14 as a reaction receiver. - 特許庁

さらに、補強梁本体６１の長手方向に沿って補強部材６４を設けたので、補強梁６全体の強度を向上させることができる。例文帳に追加

Because the reinforcing members 64 are provided along the longitudinal direction of the reinforcing beam body 61, the strength of the overall reinforcing beam 6 can be increased. - 特許庁

接合部材の製造および現場での柱梁の組み立て作業が容易な柱梁用接合構造を提供する。例文帳に追加

To provide a beam-column connection structure which facilitates production of a connection member and attachment work of a beam and column in the construction field. - 特許庁

格子状の構造体における、屋根構面の水平材と登り梁70との入隅部に、火打ち梁120を設ける。例文帳に追加

An angle brace 120 is provided at the internal corner portion between the horizontal member and the ascending beam 70 of the roof structure plane in the lattice-like structure. - 特許庁