「梁材」に関連した英語例文の一覧と使い方(5ページ目) - Weblio英語例文検索

また、Ｓ梁４が連続梁であるため、Ｓ梁４に生じる部材力並びにたわみ量を小さくしてＳ梁４のサイズを縮減することができるので、Ｓ梁４の材料コスト、及びＳ梁４を架設するための施工コストを低減させることができる。例文帳に追加

Since member force and the quantity of a deflection generated in the S beam 4 are decreased, and the size of the S beam 4 is shrunk because of the S beam 4 as a continuous beam, the material cost of the S beam 4 and a construction cost for building the S beam 4 are reduced. - 特許庁

鋼管製の柱材２の側部に鋼製の梁材３を取り付ける柱梁接合構造であって、 梁材３の端部を、梁材３に作用する主に軸力とせん断力とに対して抵抗する梁端接合要素４で柱材２に接合する。例文帳に追加

In a beam-column joint structure for attaching a steel beam material 3 to a lateral portion of the column material 2 made of the steel tube, an end of the beam material 3 is joined to the column material 2 by means of a beam end joint element 4 which mainly resists an axial force and a shear force, acting on the beam material 3. - 特許庁

梁部材同士を接合するときに移動方向の制約を受けずに一方の梁部材を移動させて他方の梁部材と接合させることが可能なプレキャストコンクリート梁部材の接合構造、プレキャストコンクリート梁部材の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 joining structure and a joining method for precast concrete beam members which enable one beam member to be moved and joined to the other beam member without being restricted in the direction of movement when the beam members are joined to each other. - 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において、法面(1)の左右横方向に複数のコンクリート縦梁(2)を所定間隔(S)をあけて成形し、その所要個所の縦梁に平面側から被せる抱持体(4)の側面に横梁受け部(5)を成形した横梁留め金具(3)を装着し、左右に隣り合って対峙する縦梁(2)・(2)間に単一本又は複数本の丸太材から成る横梁(8)を配置すると共に、前記横梁留め金具(3)で固定した構成。例文帳に追加

A single or a plurality of lateral beams 8 formed of thinning logs are arranged between the adjacent longitudinal beams 2 and 2 facing each other laterally and fixed by means of the lateral beam fastening metal fitting 3. - 特許庁

複合梁１におけるＰＣａ部材３の端部を柱梁接合部（パネルゾーン）として形成し、ＰＣａ柱５は梁下までの高さとし、ＰＣａ柱の柱頭部に複合梁の柱梁接合部を載置してそれらの間に配筋した接合筋６を介してＰＣａ柱と複合梁とを接合する。例文帳に追加

The end of the PCa member 3 in the composite beam 1 is formed as a column beam joint part (panel zone), the PCa column 5 is turned to a height to a beam lower part, the column beam joint part of the composite beam is mounted on the column head of the PCa column, and the PCa column and the composite beam are joined through joint bars 6 arranged between them. - 特許庁

一対の縦材５１、５２は、床梁３２が天井梁３３に対して相対的に水平方向に変位したときに、当該変位に応じて、床梁３２と天井梁３３に対して傾くように、床梁３２と天井梁３３に対してそれぞれ回転可能に連結されている。例文帳に追加

When the floor beam 32 is displaced in the horizontal direction relative to the ceiling beam 33, the pair of vertical members 51, 52 are pivotally connected to the floor beam 32 and the ceiling beam 33 respectively, so as to tilt against the floor beam 32 and the ceiling beam 33 in accordance with the displacement. - 特許庁

左梁部材１８及び右梁部材２２の上端側には、ＰＣ鋼材２８及びＰＣ鋼材３０によってプレストレスが導入されている。例文帳に追加

Prestress is introduced into the upper end side of the right and left beam members 22 and 18 by prestressing steel 28 and prestressing steel 30. - 特許庁

また上下2つの桁材11の間には桁補強板材14が、上下2つの梁材12の間には梁補強板材15が配設される。例文帳に追加

Crossbeam reinforcing plate materials 14 are provided between two crossbeam materials 11, upper and lower, while beam reinforcing materials 15 are provided between two beam materials 12, upper and lower. - 特許庁

縦梁材５の長手方向に沿ってリブ材７および角鋼材８を設けて縦梁材５の座屈止めをする。例文帳に追加

A rib material 7 and a square steel material 8 are provided along the longitudinal direction of the vertical beam material 5 to stop buckling of the vertical beam material 5. - 特許庁

梁側部材４と、相手側部材５と、梁側部材４と相手側部材５とを回動可能に連結するピン６を備える。例文帳に追加

The joist hanger includes a beam side member 4, a partner side member 5 and a pin 6 rotatably connecting the beam side member 4 to the partner side member 5. - 特許庁

梁部材１の両端部に固定した吊部材２，２をそれぞれ横長部材Ｌへ固定し、梁部材１を受け具３へ一体的に固定する。例文帳に追加

Then, hangers 2,2 fixed to both the ends of the beam member 1 are individually fixed to the lateral members L; and the beam member 1 is integrally fixed to the holder 3. - 特許庁

柱部材１の下端部は梁部材２の上側部に、柱部材１の上端部は梁部材２の下側部にそれぞれ接合する。例文帳に追加

A lower end part and an upper end part of the column member 1 are joined with an upper side part and a lower side part of the beam member 2, respectively. - 特許庁

柱部材１２及び梁部材１４に外力が作用すると、柱部材１２と梁部材１４とは相対的に移動する。例文帳に追加

When external force acts on a column member 12 and a beam member 14, the column member 12 and the beam member 14 are relatively moved. - 特許庁

また、平行に延びる布材７とこの布材７の端部間に架け渡される梁材８を設け、梁材８に塞ぎ部１１を設ける。例文帳に追加

The parallelly stretched ledgers 7 and beams 8 laid between the ends of the ledgers 7 are provided and the closing member 11 is also provided at the beam 8. - 特許庁

梁と柱梁接合部とを一体化したプレキャストコンクリート部材用型枠およびその型枠を用いた梁と柱梁接合部とを一体化したプレキャストコンクリート部材の製造方法例文帳に追加

FORMWORK FOR PRECAST CONCRETE MEMBER INTEGRATING BEAM AND COLUMN-BEAM JOINT SECTION AND PRODUCTION PROCESS OF PRECAST CONCRETE MEMBER INTEGRATING BEAM AND COLUMN-BEAM JOINT SECTION USING THE FORMWORK - 特許庁

架台組立体２０には第１の梁筋支持棒材３６が着脱自在に装着され、この梁筋支持棒材３６には上側梁筋群を構成する梁筋が水平に支持される。例文帳に追加

A first beam-bar supporting rod material 36 is detachably attached to the base assembly 20, and the beam bar constituting an upside beam bar group is horizontally supported on the beam-bar supporting rod material 36. - 特許庁

木造住宅の梁材であって、梁断面の上下側に小径な木材が載置でき、梁中央部はめっき鋼板を使用して、効率的な断面性能を有する低コストの合成梁を提供すること。例文帳に追加

To provide a low-cost composite beam serving as a beam material of a wooden house, by which a wood material having a small diameter can be placed on the upper and lower sides of a beam in cross-section, and efficient cross-sectional performance is obtained using plated sheet steel in a center of the beam. - 特許庁

第１の脚部材３０の支持梁と第２の脚部材４０の支持梁、および補強梁３４と補強梁４４は、それぞれヒンジで開閉可能に連結される。例文帳に追加

The support beam of the first leg member 30 and the support beam of the second leg member 40 and the reinforcing beam 34 and the reinforcing beam 44 are connected so as to be openable by a hinge. - 特許庁

Ｘ方向の順梁とＹ方向の順梁とを支持する順梁支持用ＰＣａ柱部材１４の柱頭に、Ｘ方向ＰＣａ順梁部材１８を接合する。例文帳に追加

A PCa forward beam member 18 in the X direction is joined to a column head of a forward beam supporting PCa column member 14 for supporting a forward beam in the X direction and a forward beam in the Y direction. - 特許庁

よって、梁部１８Ａと梁部材１８Ｃとを簡単な方法で接合することができるので、梁部１８Ａと梁部材１８Ｃとの接合作業の手間を低減し、効率よく接合作業を行うことが可能となる。例文帳に追加

Consequently, since the beam part 18A and the beam member 18C can be mutually joined by a simple method, the time and labor required by the work for joining the beam part 18A and the beam member 18C mutually can be reduced, and the work for joining them can be efficiently performed. - 特許庁

Ｘ方向の逆梁とＹ方向の順梁とを支持する両梁支持用ＰＣａ柱部材１２の柱頭に、Ｘ方向に延在させて設置するＰＣａ逆梁部材１６を接合する。例文帳に追加

A PCa inverse beam member 16 arranged by extending in the X direction, is joined to a column head of a both-beam supporting PCa column member 12 for supporting the inverse beam in the X direction and the forward beam in the Y direction. - 特許庁

また、補強梁７０を平板材７１および波板材７２から形成したので、補強梁７０で所定の剛性を確保しても、補強梁７０の重量が重くならず、補強梁７０の取扱いが容易となる。例文帳に追加

Since the reinforcing beam 70 is formed of the plates 71 and corrugated plate 72, even when specific rigidity is ensured by the reinforcing beam 70, the weight of the reinforcing beam 70 is not heavy, and the reinforcing beam 70 can be easily handled. - 特許庁

一方、第２の木製梁の端部にも第２のスクリュー部材３２をねじ込み、第２の木製梁及び第２のスクリュー部材を貫通するピン３５によって第２の木製梁を上記梁接合金具と連結する。例文帳に追加

On the other hand, a second screw member 32 is screwed into the edge of the second wooden beam which is then connected to the beam joint fixture with pins 35 penetrating the second wooden beam and the second screw member. - 特許庁

柱５に、梁１としてH形鋼（梁母材２）を接合した鉄骨構造物の柱・梁接合構造において、梁母材２の柱５に接合する端部のフランジ２ａ，２ａに、補強板３，３，３，３を設ける。例文帳に追加

In a column and beam joining structure of the steel structure in which H-steel (beam base material 2) as the beam 1 is joined with a column 5, reinforcing plates 3, 3, 3, 3 are provided on flanges 2a, 2a in end parts to be joined with the column 5 of the beam base material 2. - 特許庁

例えば、この屋根の構造３０を用いることで梁部材２２が複数箇所で支持されるため、梁部材２２の支持スパンが小さくなり、トラス梁からＨ型構を用いた梁に変更することができる。例文帳に追加

For example, because the beam member 22 is supported in a plurality of sites by using the roof structure 30, the support span in the beam member 22 is reduced, so as to change the beam from a truss beam to a beam using a H-shape steel. - 特許庁

柱と梁の,垂直材と水平材で軸組を造る建築構造例文帳に追加

a type of building construction in which the framework is constructed using vertically and horizontally placed pieces of lumber  - EDR日英対訳辞書

柱部材１及び梁部材２はプレキャストコンクリートで形成する。例文帳に追加

The column members 1 and the beam members 2 are formed by precast concrete. - 特許庁

カーポートにおける梁材と母屋材間のスペーサーの組 込み構造例文帳に追加

ASSEMBLY STRUCTURE OF SPACER BETWEEN BEAM MATERIAL AND MAIN HOUSE MATERIAL AT CARPORT - 特許庁

Ｈ形鋼の梁継手箇所に於ける受部材取付方法及びその受部材例文帳に追加

ATTACHING METHOD FOR SUPPORT MEMBER IN H-STEEL BEAM JOINT SPOT AND ITS SUPPORT MEMBER - 特許庁

この城郭風の梁２１は、木材部を含む材料から構築される。例文帳に追加

The castellated beam 21 is constructed of a material including the wood part. - 特許庁

部材架設用移動台車及びこれを用いた橋梁部材架設方法例文帳に追加

MOVABLE CARRIAGE FOR MEMBER ERECTION, AND BRIDGING MEMBER ERECTION METHOD USING IT - 特許庁

透過型砂防ダムにおける柱材と梁材との結合構造例文帳に追加

COMBINATION CONSTRUCTION OF PILLAR MATERIAL AND BEAM MATERIAL IN PERMEABLE TYPE CHECK DAM - 特許庁

吊形式橋梁における吊材の橋桁材への定着構造例文帳に追加

STRUCTURE FOR FIXING HANGING MEMBER TO BRIDGE GIRDER MATERIAL IN HANGING TYPE BRIDGE - 特許庁

木造建築において、構造用の梁を架け渡す場合、梁のスパンや荷重が大きくなれば梁背の断面積が大きな部材等を使用していたものを、梁背の断面積が小さな部材でも、大きなスパンや荷重に耐えられる構造梁材にする。例文帳に追加

To provide a structural beam member endurable for a large span or a load even in the case of a member having a small section of a beam depth although a member with a large beam depth is usually used if the span of the beam or the load is large, when a structural beam is put over, in a wooden structure. - 特許庁

軸組工法による建築物の外壁に面する吹き抜け部の梁上下地材や、室内に面する吹き抜け部の梁上下地材の取付け方法および取付け金具において、容易に梁もしくは梁上に取付けできるように取付け金具を構成し、梁上下地材を取り付ける。例文帳に追加

To constitute an attaching fittings in an easily attachable manner to or on a beam and then attach backing members to the beam in attaching method and fittings for backing members on a beam at a well hole portion facing a room or a backing member on a beam at the well hole portion facing an exterior wall of a building built by a framework method. - 特許庁

圧電加速度センサ１は、圧電セラミックス材を用いて形成され、閉じた形状をなす外枠部材９と、外枠部材９の２点間で連接される両持梁部材３と、両持梁部材３に直交して連接される第１の片持梁部材４と第２の片持梁部材５とを備える。例文帳に追加

The piezoelectric acceleration sensor 1 is formed by using piezoelectric ceramic material, and includes an external frame member 9 in a closed shape, a fixed-fixed beam member 3 connecting two points of the external frame 9, and a first and a second cantilever beam 4 and 5 connected to the fixed-fixed beam 3 perpendicularly. - 特許庁

結合装置１を、横梁体２を接続する梁側連結部材４と、柱状体３を接続する柱側連結部材５とに分けるとともに、梁側連結部材４と柱側連結部材５の外側から、梁側連結部材４と柱側連結部材５とを固定部材を用いて固定する構成を設けた。例文帳に追加

This coupling device 1 is split into a beam-side coupling member 4 for connecting the transverse beam body 2, and a column-side connecting member 5 for connecting the columnar body 3; and the beam-side and column-side coupling members 4 and 5 are fixed together from the outsides of the coupling members 4 and 5 by means of a fixing member. - 特許庁

間口側梁材に大型トラス梁構造を採用し、トラスの斜材に母屋７を取りつけ屋根仕上げ材１１を貼る。例文帳に追加

A large truss beam structure is used to frontage side beam members, and purlins 7 are mounted to diagonal members of a truss to stick roof finishing members 11. - 特許庁

ＰＣ部材を用いて梁部材を構築する際に用いられる、施工性が良く、かつ、コストがかからないＰＣ梁部材の接合構造を提供する。例文帳に追加

To provide a joining structure of a PC beam member used when constructing a beam member by using a PC member, superior in workability, and requiring little cost. - 特許庁

構造材を構成する梁部材２４、２４間には板厚の薄い側板２５を梁部材２４のフランジ部上に載せて溶接等で固定した。例文帳に追加

A thin side plate 25 is placed on flange parts of the beam members 24 between the beam members 24 constituting a structural material and fixed thereto by spot welding. - 特許庁

上記の通り、梁部材４に中空部４を設けることにて、梁部材２に使用する木材の量を減らすことができる。例文帳に追加

By providing the hollow portion 4 in the beam member 4, the required quantity of the lumber can be reduced. - 特許庁

構造物１０の天井スラブ１１に梁部材２が固定されて、ラック３が吊り部材４を介して梁部材２から吊り下げ支持される。例文帳に追加

A beam member 2 is fixed to a ceiling slab 11 of a construction 10 and a rack 3 is supported while being hung from the beam member 2 via a hanging member 4. - 特許庁

ＰＣ部材の製作方法、ＰＣ部材、柱梁架構の仕口部の構築方法、コンクリート部材、柱梁構造例文帳に追加

METHOD OF MANUFACTURING PRESTRESSED CONCRETE MEMBER, PRESTRESSED CONCRETE MEMBER, METHOD OF CONSTRUCTING CONSTRUCTION METHOD OF JOINT PORTION OF COLUMN/BEAM STRUCTURE, CONCRETE MEMBER, AND COLUMN/BEAM STRUCTURE - 特許庁

使用する鋼材料の重量を重くすることなく、曲げモーメント値を上げた梁材を能率良く得られる梁材の製造方法を提供する。例文帳に追加

To provide the manufacturing method of a beam material by which the beam material having the value of bending moment raised is efficiently obtained without increasing weight of a steel material used. - 特許庁

この建築構造によって、梁部材の強度を損なうことなく、梁部材の木材の量を低減させることを可能とする。例文帳に追加

To provide a building construction capable of reducing the quantity of lumber for a beam member without degrading the strength of the beam member. - 特許庁