JPH10219823A - Joining member for structure - Google Patents
Joining member for structureInfo
- Publication number
- JPH10219823A JPH10219823A JP3970397A JP3970397A JPH10219823A JP H10219823 A JPH10219823 A JP H10219823A JP 3970397 A JP3970397 A JP 3970397A JP 3970397 A JP3970397 A JP 3970397A JP H10219823 A JPH10219823 A JP H10219823A
- Authority
- JP
- Japan
- Prior art keywords
- cylindrical body
- joining member
- lid
- reinforcing bar
- reinforcing
- Prior art date
- Legal status (The legal status 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 status listed.)
- Pending
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、例えば鋼筒柱、
鋼管コンクリート柱、鉄筋コンクリート柱同士および鉄
骨梁等とを接合するために適用する構造物の接合部材に
関する。BACKGROUND OF THE INVENTION 1. Field of the Invention
The present invention relates to a joining member of a structure applied to join steel pipe concrete columns, reinforced concrete columns, steel beams, and the like.
【0002】[0002]
【従来の技術】形綱・鋼板・鋼管などの鋼材を組み立て
た鉄骨構造は、軽量で、かつ耐久性、耐震性等に富んで
いるために、高層建築や大スパン建築に用いられてい
る。特に、柱を円形鋼管、角形鋼管等で構成し、梁をI
形・H形などの形綱で構成した鉄骨構造が多く用いられ
ているが、この柱と梁の接合部は、梁自体の荷重、床荷
重、積載荷重などの鉛直荷重、及び、地震、風などの水
平荷重による曲げモーメントや軸力や剪断力を受ける。
従って、これに対応するための接合を可能とする接合部
材が開発されている。2. Description of the Related Art A steel frame structure formed by assembling steel materials such as a shape rope, a steel plate, and a steel pipe is used for a high-rise building and a large span building because of its light weight, durability, earthquake resistance, and the like. In particular, the columns are composed of circular steel pipes, square steel pipes, etc.
Steel structures composed of shape steel such as shape and H shape are often used, but the joint between the column and the beam is designed for vertical load such as load of the beam itself, floor load, loading load, earthquake, wind Receiving bending moment, axial force and shearing force due to horizontal load.
Therefore, a joining member that enables joining to cope with this has been developed.
【0003】図12は、例えば特開平4−289348
号公報に示された従来の接合部材を示す横断面図であっ
て、この接合部材は、筒体21の周壁の鉄骨梁22のフ
ランジが取付く部分に、それぞれスリット23が設けて
あり、ここに前記角筒21の筒体周壁部の角部を挟む二
辺を前記角筒21内で支持する補強プレート24が溶接
により形成されている。FIG. 12 shows, for example, Japanese Patent Application Laid-Open No. 4-289348.
FIG. 1 is a cross-sectional view showing a conventional joining member disclosed in Japanese Patent Application Laid-Open Publication No. H11-157, in which a slit 23 is provided in a portion of a peripheral wall of a cylindrical body 21 to which a flange of a steel beam 22 is attached. Further, a reinforcing plate 24 for supporting two sides of the corner portion of the cylindrical body peripheral wall portion of the square cylinder 21 in the square cylinder 21 is formed by welding.
【0004】さらに図13は、例えば特開平8−135
017号公報に示された従来の他の接合部材を示す横断
面図であって、この接合部材は、筒体31を基本構造と
しており、この筒体内に一体成形された補強部32に
は、貫通開口部33が設けられているので、連結した柱
内にコンクリートを充填する際に、接合部材内でのコン
クリートの流動性がよく、連結する柱間でコンクリート
が均等に充填される。なお、符号34は筒体31の周壁
に取り付けた鉄骨梁である。[0004] FIG. 13 shows, for example, Japanese Patent Application Laid-Open No. 8-135.
FIG. 17 is a cross-sectional view showing another conventional joining member disclosed in Japanese Patent Application Publication No. 017-017, which has a cylindrical body 31 as a basic structure, and a reinforcing portion 32 integrally formed in the cylindrical body includes: Since the through openings 33 are provided, when concrete is filled in the connected columns, the fluidity of the concrete in the joint member is good, and the concrete is uniformly filled between the connected columns. Reference numeral 34 denotes a steel beam attached to the peripheral wall of the cylindrical body 31.
【0005】[0005]
【発明が解決しようとする課題】従来の接合部材は、以
上のように構成されているので、特開平4−28934
8号公報のもの(図12)では、各筒内の補強部として
補強プレート24を溶接しているが、この補強プレート
24を筒内周壁に溶接する作業は時間と手間を要する。
また、超高層建築や高耐震性建築に用いる柱・梁の接合
部材は、構造の強度をより高めるために、筒体21内の
補強部を精度よく配置することが必要であり、補強部を
筒内周壁に溶接するには筒体21内が狭いため、その作
業が困難となり溶接欠陥が生じ易いという問題点があっ
た。The conventional joining member is constructed as described above.
In Japanese Patent No. 8 (FIG. 12), a reinforcing plate 24 is welded as a reinforcing portion in each cylinder, but the work of welding this reinforcing plate 24 to the inner peripheral wall of the cylinder requires time and labor.
In addition, the joining members of columns and beams used in a high-rise building or a high-seismic building need to accurately arrange the reinforcing portion in the cylindrical body 21 in order to further increase the strength of the structure. In order to weld to the inner peripheral wall of the cylinder, since the inside of the cylinder 21 is narrow, there is a problem that the work is difficult and welding defects are likely to occur.
【0006】また、最近では、超高層建築や高耐震性建
築に用いる柱として、鋼管柱の内部にコンクリートを充
填して柱の曲げモーメントや剪断力に対する耐性を高め
たコンクリート充填鋼管構造が用いられているが、この
場合、鋼管内のダイアフラムがコンクリートの充填を阻
止して、鋼管内に空隙が生じる。特に、段差のある梁の
場合には、鋼管内に多数のダイヤフラムが溶接してある
ために、コンクリートの充填性が悪いという問題点もあ
った。Recently, a concrete-filled steel pipe structure in which concrete is filled inside a steel pipe column to increase the bending moment and the shearing force of the column has been used as a column used for a high-rise building or a high-rise building. However, in this case, the diaphragm in the steel pipe prevents the concrete from being filled, and voids are generated in the steel pipe. In particular, in the case of a stepped beam, there is also a problem that the concrete filling property is poor because a large number of diaphragms are welded in the steel pipe.
【0007】更に、この接合部材と柱及び梁との溶接
は、形状やサイズの異なる柱や段差のある梁の場合に
は、その位置決め精度の確保が難しく、且つ手間がかか
る等の問題点もあった。[0007] Further, the welding of the joining member to the column and the beam has problems that it is difficult to secure the positioning accuracy and it is troublesome in the case of columns and beams having different shapes and sizes. there were.
【0008】また、特開平8−135017号公報のも
の(図13)は、接合部材の空間にコンクリートを充填
するため重量が増大する。筒体31内に補強部32を一
体成形するため、高精度の鋳造が困難、成型後における
型抜きが困難、特殊形状の成形が困難で既製品性、汎用
性が乏しい。下柱の上端に接合した接合部材の上端に、
接合部材と異なる径の上柱を接合したとき、接合部材に
対する応力が均一にならない等の問題点があった。[0008] In the case of Japanese Unexamined Patent Publication No. Hei 8-135017 (Fig. 13), the space of the joining member is filled with concrete, so that the weight increases. Since the reinforcing portion 32 is integrally formed in the cylindrical body 31, high-precision casting is difficult, die-cutting after molding is difficult, molding of a special shape is difficult, and ready-madeness and versatility are poor. At the upper end of the joining member joined to the upper end of the lower pillar,
When an upper pillar having a diameter different from that of the joining member is joined, there has been a problem that stress on the joining member is not uniform.
【0009】この発明は、上記のような従来の課題を解
決するためになされたもので、コンクリートの充填を必
要としない、上柱の寸法、形状および接合位置にかかわ
らず、接合部材に対する応力が常にほぼ均一となる成形
の簡単かつ容易な構造物の接合部材を得ることを目的と
する。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and does not require the filling of concrete, regardless of the size, shape and joining position of the upper pillar, and the stress on the joining member is reduced. An object of the present invention is to obtain a joint member of a structure which is simple and easy to mold, and which is always substantially uniform.
【0010】[0010]
【課題を解決するための手段】請求項1記載の発明に係
る構造物の接合部材は、少なくとも一端に蓋を形成し内
部に該蓋および周壁部を支える補強桟とを一体成形した
筒体より成るものである。According to a first aspect of the present invention, there is provided a joining member for a structure, comprising: a tubular body having a lid formed at at least one end and integrally formed with the lid and a reinforcing bar for supporting a peripheral wall portion. It consists of
【0011】請求項2記載の発明に係る構造物の接合部
材は、少なくとも一端に蓋を形成し内部に該蓋および周
壁部を支える補強桟とを一体成形した筒体と、少なくと
も一端を開放し内部に周壁部を支える補強桟とを一体成
形した筒体とを、その開放端同士を当接させ、その当接
部を溶接して一体化したものである。According to a second aspect of the present invention, there is provided a joining member for a structure, comprising: a tubular body integrally formed with a cover formed at least at one end and a reinforcing bar for supporting the cover and the peripheral wall inside; A cylindrical body integrally formed with a reinforcing bar for supporting the peripheral wall portion is made to abut on its open ends, and the abutting portions are welded and integrated.
【0012】請求項3記載の発明に係る構造物の接合部
材は、筒体の当接部に、周方向に沿って外向きの開先用
斜面を形成したものである。According to a third aspect of the present invention, there is provided a joint member for a structure, wherein an outwardly inclined groove slope is formed along a circumferential direction at a contact portion of a cylindrical body.
【0013】請求項4記載の発明に係る構造物の接合部
材は、筒体の当接部内面に溶接補強部材を配設したもの
である。According to a fourth aspect of the present invention, there is provided a joining member for a structure, wherein a welding reinforcing member is disposed on an inner surface of a contact portion of a cylindrical body.
【0014】請求項5記載の発明に係る構造物の接合部
材は、補強桟を格子状に形成したものである。According to a fifth aspect of the present invention, there is provided a joining member for a structure, wherein the reinforcing bars are formed in a lattice shape.
【0015】請求項6記載の発明に係る構造物の接合部
材は、蓋形成端側には軸線方向に短い補強桟を多数形成
し、他端側には軸線方向に長い補強桟を少数形成したも
のである。According to a sixth aspect of the present invention, there is provided a joining member for a structure, wherein a large number of reinforcing bars are formed short in the axial direction on the lid forming end side, and a small number of reinforcing bars are formed in the axial direction on the other end side. Things.
【0016】請求項7記載の発明にかかる構造物の接合
部材の補強桟は先細りに形成したものである。According to a seventh aspect of the present invention, the reinforcing bar of the connecting member of the structure is tapered.
【0017】請求項8記載の発明に係る構造物の接合部
材は、一端側を横断面角型に他端側を横断面円筒に形成
したものである。According to an eighth aspect of the present invention, there is provided a joining member for a structure, wherein one end is formed in a square cross section and the other end is formed in a cylindrical cross section.
【0018】請求項9記載の発明に係る構造物の接合部
材は、開放端肉厚を内方に向かって厚くして補強肉厚部
を形成したものである。According to a ninth aspect of the present invention, there is provided a joining member for a structure, wherein an open end thickness is increased inward to form a reinforcing thick portion.
【0019】請求項10記載の発明に係る構造物の接合
部材は、少なくとも一端に蓋を形成し内部に該蓋および
周壁部を支える補強桟とを一体成形した一対の筒体の開
放端同士を当接させ、その当接部を溶接して一体化した
ものである。According to a tenth aspect of the present invention, there is provided a joining member for a structure, comprising: a pair of cylindrical bodies each having a lid formed at least at one end and integrally forming the lid and a reinforcing bar for supporting the peripheral wall portion. They are brought into contact, and the contact portions are welded and integrated.
【0020】[0020]
【発明の実施の形態】以下、添付図面を用いてこの発明
の実施の形態による構造物の接合部材を詳細に説明す
る。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exploded perspective view showing a structure joining member according to an embodiment of the present invention.
【0021】実施の形態1 図1はこの発明の接合部材の構成素材を示す縦断面図で
あり、下柱の上端に接合する下部筒体1と上端に上柱を
接合する上部筒体2とを基本構成体する。この下部筒体
1と上部筒体2は、横断面円筒あるいは三角筒、四角
筒、六角筒、八角筒等の横断面角筒にそれぞれ別個独立
に鋳鋼により成形される。Embodiment 1 FIG. 1 is a longitudinal sectional view showing a constituent material of a joining member according to the present invention, in which a lower cylinder 1 joined to an upper end of a lower column and an upper cylinder 2 joined to an upper column at an upper end. Is a basic construct. The lower cylindrical body 1 and the upper cylindrical body 2 are each formed of cast steel in a cross-section cylinder or a cross-section square cylinder such as a triangular cylinder, a square cylinder, a hexagonal cylinder, and an octagonal cylinder.
【0022】下部筒体1はその内部に筒体周壁面を支え
る補強桟3が一体成形されている。この補強桟3の形態
は、対向壁面を支えるように縦補強桟3aと横補強桟3
bとが十字状に形成されている。そして、この縦補強桟
3aと横補強桟3bは、下部筒体1の下端側から筒軸方
向に上端近傍まで形成され、その上端側に向かって先細
まりに形成されている。また、その下端開放端肉厚を内
方に向かって厚くして、補強肉厚部3cを形成してい
る。この補強肉厚部3cの代わりに2点鎖線で示すよう
に下端開放端に蓋3dを設けてもよい。The lower tube 1 is integrally formed with a reinforcing bar 3 for supporting the peripheral wall surface of the tube. The form of this reinforcing bar 3 is such that the vertical reinforcing bar 3a and the horizontal reinforcing bar 3
b are formed in a cross shape. The vertical reinforcing bar 3a and the horizontal reinforcing bar 3b are formed from the lower end of the lower cylindrical body 1 to the vicinity of the upper end in the cylinder axis direction, and are tapered toward the upper end. In addition, the thickness of the lower open end is increased inward to form the thickened reinforcing portion 3c. Instead of the reinforcing thick part 3c, a lid 3d may be provided at the open end at the lower end as shown by a two-dot chain line.
【0023】一方、上部筒体2には、その一端に蓋4が
一体成形され、かつ、その蓋4および筒体周壁面を支え
る補強桟5が一体成形されている。この補強桟5の形態
は、図1のAーA線に沿う横断平面図である図2に示す
ように、対向壁面を支えるように複数の縦補強桟5aと
横補強桟5b(図示例は縦横それぞれ2本ずつ)を交差
させて格子状に形成されている。そして、この縦補強桟
5aと横補強桟5bは、上部筒体2の上端側から筒軸方
向に筒体中間近傍まで形成され、その下端側に向かって
先細りに形成されている。On the other hand, a lid 4 is integrally formed at one end of the upper cylindrical body 2 and a reinforcing bar 5 for supporting the lid 4 and the peripheral wall surface of the cylindrical body is integrally formed. As shown in FIG. 2, which is a cross-sectional plan view taken along the line AA in FIG. 1, a plurality of vertical reinforcing bars 5a and horizontal reinforcing bars 5b (in the illustrated example, (Two each in the vertical and horizontal directions). The vertical reinforcing bar 5a and the horizontal reinforcing bar 5b are formed from the upper end side of the upper cylindrical body 2 to the vicinity of the middle of the cylindrical body in the axial direction, and are tapered toward the lower end side.
【0024】図3は、前記図1に示すように、鋳鋼によ
り別個独立に成形された下部筒体1と上部筒体2とを、
その開口端面を当接させ、その当接部6を筒体全周にわ
たる溶接部7により一体化し、この発明の接合部材8を
構成したものである。FIG. 3 shows that, as shown in FIG. 1, a lower cylinder 1 and an upper cylinder 2 which are separately and independently formed of cast steel,
The open end faces are brought into contact with each other, and the contact portions 6 are integrated by a welded portion 7 over the entire circumference of the cylindrical body to constitute a joint member 8 of the present invention.
【0025】この場合、当接部6の溶接強度を高めるた
めに、図4に示すように、下部筒体1および上部筒体2
の当接部端面を例えば30。外開きに形成し、下部筒体
1および上部筒体2の当接により、その当接部6にV字
状の開先部9を得るようになっている。この構成によ
り、当接部6の内面に溶接補強部材18を配設して溶接
7することにより、溶接漏れを生じることなく、溶接部
7の溶接が十分に行われるとともに下部筒体1および上
部筒体2の機械的強度が向上し、接合部材8としての一
体化がよく行われる。In this case, in order to increase the welding strength of the contact portion 6, as shown in FIG.
The end face of the contact portion is, for example, 30. The V-shaped groove 9 is formed at the abutting portion 6 when the lower cylindrical body 1 and the upper cylindrical body 2 abut on each other. According to this configuration, the welding reinforcing member 18 is disposed on the inner surface of the contact portion 6 and the welding 7 is performed, so that the welding portion 7 is sufficiently welded without causing welding leakage, and the lower cylindrical body 1 and the upper portion are welded. The mechanical strength of the cylinder 2 is improved, and integration as the joining member 8 is often performed.
【0026】図5は上記のようにして得られた接合部材
8を用いて下柱10、上柱11を接合した状態を示すも
ので、まず下柱10の上面に接合部材8の下部筒体1を
当接し、その当接部12を溶接7して固定する。そし
て、接合部材8の上部筒体2の蓋面4の上に上柱11を
当接し、その当接部13を溶接して固定する。FIG. 5 shows a state in which the lower column 10 and the upper column 11 are joined by using the joining member 8 obtained as described above. First, the lower cylindrical body of the joining member 8 is attached to the upper surface of the lower column 10. 1 is brought into contact, and the contact portion 12 is fixed by welding 7. Then, the upper column 11 is brought into contact with the lid surface 4 of the upper cylindrical body 2 of the joining member 8, and the contact portion 13 is fixed by welding.
【0027】また、接合部材8の外周各面に鉄骨梁14
を接合する。この鉄骨梁14は横断面H型であり、上下
フランジ部14a,14aとウエブ部14bからなり、
接合部材8の外周各面に突き合わせて溶接する。この場
合、上部筒体2の縦補強桟5aは、鉄骨梁14の上下フ
ランジ部14a,14a間に、下部筒体1の縦補強桟3
aおよび上部筒体2の縦補強桟5aが対応して、ウエブ
部14bからの力を支持するとともに、接合部材全体に
力を分散する。Also, the steel beam 14 is provided on each outer peripheral surface of the joining member 8.
To join. The steel beam 14 has an H-shaped cross section and includes upper and lower flange portions 14a, 14a and a web portion 14b.
The outer peripheral surface of the joining member 8 is butted and welded. In this case, the vertical reinforcing bar 5a of the upper tubular body 2 is connected between the upper and lower flange portions 14a, 14a of the steel beam 14 by the vertical reinforcing bar 3 of the lower tubular body 1.
a and the vertical reinforcing bar 5a of the upper tubular body 2 correspond to support the force from the web portion 14b and distribute the force to the entire joining member.
【0028】上記の下柱10の上端外周面と上柱11の
下端外周面および鉄骨梁14の当接外周面に外開き半開
先14',15〜17を形成し、必要により内部に溶接補
強部材18を配設して溶接することにより、溶接漏れを
防止し、溶接強度を高めることができる。なお、図中符
号19は、鉄骨梁14のウエブ部14bに溶接のために
形成されたスカラップである。Outer open semi-grooves 14 ', 15 to 17 are formed on the outer peripheral surface at the upper end of the lower column 10, the outer peripheral surface at the lower end of the upper column 11, and the outer peripheral surface of the steel beam 14, and if necessary, weld reinforcement inside. By arranging and welding the member 18, welding leakage can be prevented and welding strength can be increased. Reference numeral 19 in the drawing denotes scallops formed on the web portion 14b of the steel beam 14 for welding.
【0029】以上のように、この実施の形態1によれ
ば、接合部材8は柱同士および鉄骨梁の接合時、接合部
材内部は中空で軽量である。また、接合部材8を別個独
立に成形した下部筒体1と上部筒体2を接合して得るこ
とにより、成形時における下部筒体1および上部筒体2
の型抜きが容易で、複雑な内部形状の下部筒体1と上部
筒体2を高精度に得ることができる。As described above, according to the first embodiment, the joining member 8 is hollow and lightweight inside when joining columns and steel beams. In addition, by joining the lower cylinder 1 and the upper cylinder 2 which are separately formed to form the joining member 8, the lower cylinder 1 and the upper cylinder 2 during molding are obtained.
The lower cylinder 1 and the upper cylinder 2 having complicated internal shapes can be obtained with high precision.
【0030】この結果、下部筒体1と上部筒体2の内部
に形成する周壁補強桟を一体成形することができ、周壁
面と補強桟のボルト接合や溶接が不要となり作業性が向
上する。また、ボルト接合や溶接による接合部の応力集
中がなくなり、鉄骨構造物が安定化することになる。As a result, the peripheral wall reinforcing bar formed inside the lower cylindrical body 1 and the upper cylindrical body 2 can be integrally formed, so that bolting and welding between the peripheral wall surface and the reinforcing bar become unnecessary, and workability is improved. In addition, stress concentration at the joints due to bolt joining or welding is eliminated, and the steel structure is stabilized.
【0031】実施の形態2 図6は、この実施の形態2による構成図を示す。本実施
の形態2では、接合部材8の左右の周面に高さの異なる
鉄骨梁14を溶接したもので、この場合は上下筒体1、
2の当接部内面、上・下柱11,10の当接部内面、鉄
骨梁14の当接部内面に溶接補強部材18を配設する。
この溶接補強部材18により溶接のもれが防止され、溶
接部7による一体化が強固に行われるので上記実施の形
態1と同様の効果が得られる。Second Embodiment FIG. 6 shows a configuration diagram according to the second embodiment. In the second embodiment, steel beams 14 having different heights are welded to the left and right peripheral surfaces of the joining member 8. In this case, the upper and lower cylindrical members 1,
The welding reinforcing member 18 is disposed on the inner surface of the contact portion 2, the inner surfaces of the upper and lower pillars 11 and 10, and the inner surface of the contact portion of the steel beam 14.
The welding reinforcement member 18 prevents the leakage of welding, and the integration by the welded portion 7 is performed firmly, so that the same effect as in the first embodiment can be obtained.
【0032】実施の形態3 図7は、接合部材8と横断面形状が同形であって、径の
小さな上柱11を接合部材8の蓋4に取りつける場合の
種々の取り付け状態を示すもので、(a)は接合部材8
の蓋4の角部に接合した場合の図、(b)はその蓋4の
一辺の中央部に合致させて接合した場合の図、(c)は
蓋体4の中心に合致させて接合した場合の図である。
(d)は横断面が四角形の接合部材8の蓋4に横断面円
形で径の小さな上柱13を接合した場合の図である。Embodiment 3 FIG. 7 shows various mounting states when the upper column 11 having the same cross-sectional shape as the joining member 8 and having a small diameter is attached to the lid 4 of the joining member 8. (A) is a joining member 8
(B) is a view in which it is joined to the center of one side of the lid 4, and (c) is a figure in which it is joined to the center of the lid 4. FIG.
(D) is a diagram in a case where the upper pillar 13 having a circular cross section and a small diameter is joined to the lid 4 of the joining member 8 having a rectangular cross section.
【0033】上記のように、蓋体4のいずれの位置に上
柱11を接合しても、接合部材8の内壁面には縦補強桟
5aと横補強桟5bが格子状に一体成形されているた
め、常に安定して上柱11の鉛直荷重を確実に支持する
ことができる。As described above, regardless of the position of the upper pillar 11 at any position of the lid 4, the vertical reinforcing bars 5a and the horizontal reinforcing bars 5b are integrally formed on the inner wall surface of the connecting member 8 in a lattice shape. Therefore, the vertical load of the upper column 11 can always be stably supported reliably.
【0034】実施の形態4 図8は、接合部材8の他の構成素材を示す斜視図であ
り、下部筒体1は図1に示すものと同一形状であるが、
上部筒体2は下部筒体1と当接する側は該上部筒体と同
形であるが中間部を変形させ、上柱11を当接する蓋形
成端側を横断面円筒に形成したものである。従って、こ
の下部筒体1と上部筒体2を接合することにより、横断
面角型の下柱10と横断面円形の上柱11の接合に適し
た接合部材8を構成することができる。この場合も下部
筒体1および上部筒体2内には、前記図1、2に示すよ
うに補強桟3a,3bおよび5a,5bが一体に成形さ
れており、前記と同様に接合された下柱10および上柱
11、鉄骨梁14を確実に支持することができる。Embodiment 4 FIG. 8 is a perspective view showing another constituent material of the joining member 8, and the lower cylinder 1 has the same shape as that shown in FIG.
The upper cylindrical body 2 has the same shape as the upper cylindrical body on the side that contacts the lower cylindrical body 1, but has an intermediate portion deformed, and a lid forming end side that contacts the upper column 11 is formed in a cylindrical cross section. Therefore, by joining the lower cylinder 1 and the upper cylinder 2, a joining member 8 suitable for joining the lower pillar 10 having a rectangular cross section and the upper pillar 11 having a circular cross section can be formed. Also in this case, the reinforcing bars 3a, 3b and 5a, 5b are integrally formed in the lower cylindrical body 1 and the upper cylindrical body 2 as shown in FIGS. The pillar 10, the upper pillar 11, and the steel beam 14 can be reliably supported.
【0035】実施の形態5 図9は、上記補強桟5の他の形態を示すもので、対向壁
面を支えるように十字状に形成された縦補強桟5aおよ
び横補強桟5bと、筒体周壁角部を挟む二辺を筒内で互
いに支持し合う隣辺補強桟5cとが形成され、これ等各
補強桟5a,5b,5cは前記図2に示すように、上部
筒体2の上端側から筒軸方向に筒体中間近傍まで形成さ
れ、その下端側に向かって先細りに形成されている。Embodiment 5 FIG. 9 shows another embodiment of the reinforcing bar 5, in which a vertical reinforcing bar 5a and a horizontal reinforcing bar 5b formed in a cross shape so as to support opposed wall surfaces, and a cylindrical peripheral wall are provided. Adjacent side reinforcing bars 5c are formed to support the two sides sandwiching the corner in the cylinder, and these reinforcing bars 5a, 5b, 5c are connected to the upper end of the upper cylindrical body 2 as shown in FIG. From the center to the middle of the cylindrical body in the axial direction, and is tapered toward the lower end thereof.
【0036】実施の形態6 図10は、上記補強桟の他の形態を示すもので、対向壁
面を支えるように十字状に形成された縦補強桟5aおよ
び横補強桟5bと、筒体周壁角部を挟む二辺を筒内で互
いに支持し合う隣辺補強桟5cと、この隣辺補強桟5c
と筒体中心柱間5eを支持する放射補強桟5dとが形成
されて、これ等各補強桟5a〜5dは前記図2に示すよ
うに、上部筒体2の上端側から筒軸方向に筒体中間近傍
まで形成され、その下端側に向かって先細りに形成され
ている。また、軽量化を図るために上記筒体中心柱5e
の中心に軸線方向に穴を形成することを可とする。Embodiment 6 FIG. 10 shows another embodiment of the above-described reinforcing bar, in which a vertical reinforcing bar 5a and a horizontal reinforcing bar 5b formed in a cross shape so as to support opposed wall surfaces, and a cylindrical body peripheral wall angle are shown. Adjacent reinforcing bar 5c supporting two sides sandwiching the portion in a cylinder, and adjacent reinforcing bar 5c
And a radial reinforcing bar 5d for supporting the space 5e between the center columns of the cylindrical body. Each of the reinforcing bars 5a to 5d is provided with a tube extending from the upper end side of the upper cylindrical body 2 in the axial direction of the cylinder as shown in FIG. It is formed up to near the middle of the body, and is tapered toward its lower end. In addition, in order to reduce the weight, the cylindrical center column 5e is used.
It is possible to form a hole in the center in the axial direction.
【0037】実施の形態7 図11は、夫々一端に蓋4を形成し内部に蓋4および周
壁部を支える補強桟5とを一体成形した一対の筒体1,
2の開放端同士を当接させ、その当接部6を溶接して一
体化した構造物の接合部材が示されている。このように
構成すれば同一構造の筒体のみで良いから製造及び管理
等が容易である。Embodiment 7 FIG. 11 shows a pair of cylindrical bodies 1 and 1 in which a lid 4 is formed at one end and a lid 4 and a reinforcing bar 5 for supporting a peripheral wall are integrally formed therein.
2 shows a joint member of a structure in which two open ends are brought into contact with each other and the contact part 6 is welded to be integrated. With this configuration, manufacturing and management are easy because only a cylinder having the same structure is required.
【0038】[0038]
【発明の効果】この発明は、以上説明したような形態で
実施されるので、次のような効果を奏する。Since the present invention is embodied in the form described above, it has the following effects.
【0039】請求項1記載の発明によれば、少なくとも
一端に蓋を形成し内部に該蓋および周壁部を支える補強
桟とを一体成形した筒体により接合部材を構成したの
で、柱同士および鉄骨梁の接合時、接合部材内部は中空
で軽量であり、高層建築や大スパン建築に適用して極め
て有効であるとの効果がある。According to the first aspect of the present invention, since the joining member is constituted by the cylindrical body in which the lid is formed at least at one end and the lid and the reinforcing bar for supporting the peripheral wall are integrally formed therein, the pillars and the steel frame are formed. At the time of beam joining, the inside of the joining member is hollow and lightweight, and has an effect that it is extremely effective when applied to a high-rise building or a large span building.
【0040】請求項2記載の発明によれば、少なくとも
一端に蓋を形成し内部に該蓋および周壁部を支える補強
桟とを一体成形した筒体と、少なくとも一端を開放し内
部に周壁部を支える補強桟とを一体成形した筒体とを、
その開放端同士を当接させ、その当接部を溶接して一体
化して構成したので、筒体の成形後の型抜きが容易であ
り、かつ精度よく接合部材を得ることができる効果があ
る。According to the second aspect of the present invention, a cylindrical body in which a lid is formed at least at one end and a reinforcing bar for supporting the lid and the peripheral wall portion is integrally formed inside, and a peripheral wall portion is opened at least at one end and is internally formed. A cylindrical body integrally molded with the supporting pier is
Since the open ends are brought into contact with each other, and the contact portions are welded and integrated, the die after the molding of the tubular body is easy, and the joining member can be obtained with high accuracy. .
【0041】請求項3記載の発明によれば、筒体の当接
部に、周方向に沿って外向きの開先用斜面を形成して構
成したので、筒体同士の溶接を確実に精度よく行うこと
ができる効果がある。According to the third aspect of the present invention, the contact portion of the cylindrical body is formed with an outwardly inclined groove slope along the circumferential direction, so that welding between the cylindrical bodies can be reliably performed with accuracy. There is an effect that can be performed well.
【0042】請求項4記載の発明によれば、筒体の当接
内面に溶接補強部材を配設して構成したので、溶接漏れ
を防止して溶接部の機械的強度を高めることができる効
果がある。According to the fourth aspect of the present invention, since the welding reinforcing member is provided on the inner surface of the cylindrical body in contact with the cylindrical body, welding leakage can be prevented and the mechanical strength of the welded portion can be increased. There is.
【0043】請求項5記載の発明によれば、補強桟を格
子状に形成して構成したので、上柱を接合部材の蓋のど
の位置に接合しても、上柱の応力が接合部材に対して均
一となり該上柱を安定に支持することができる効果があ
る。According to the fifth aspect of the present invention, since the reinforcing bars are formed in a lattice shape, the stress of the upper pillar is applied to the joining member no matter where the upper pillar is joined to the lid of the joining member. On the other hand, there is an effect that it becomes uniform and the upper pillar can be stably supported.
【0044】請求項6記載の発明によれば、筒体の蓋形
成側には軸線方向に短い補強桟を多数形成し、他端側に
は軸線方向に長い補強桟を少数形成して構成したので、
接合すべき柱の形状に適した筒体を形成することができ
る効果がある。According to the sixth aspect of the invention, a large number of reinforcing bars short in the axial direction are formed on the lid forming side of the cylindrical body, and a small number of reinforcing bars long in the axial direction are formed on the other end side. So
There is an effect that a cylindrical body suitable for the shape of the column to be joined can be formed.
【0045】請求項7記載の発明によれば、補強桟を先
細りに構成したので、筒体の成形後の型抜きが容易にで
きる効果がある。According to the seventh aspect of the present invention, since the reinforcing bar is tapered, there is an effect that the die can be easily removed after the cylindrical body is formed.
【0046】請求項8記載の発明によれば、接合部材
は、一端側を横断面角型に他端側を横断面円筒に形成し
て構成したので、接合すべき柱の形状に適した接合部材
を形成することができる効果がある。According to the eighth aspect of the invention, since the joining member is formed by forming one end side into a square cross section and the other end into a cylindrical cross section, the joining member is suitable for the shape of the column to be joined. There is an effect that a member can be formed.
【0047】請求項9記載の発明によれば、筒体の開放
端肉厚を、筒体内方に向かって厚くして、補強肉厚部を
形成して構成したので、筒体と下柱との溶接部の機械的
強度を高め、筒体に鉛直方向に加わる荷重を安定に支持
することができる効果がある。According to the ninth aspect of the present invention, the thickness of the open end of the cylindrical body is increased toward the inside of the cylindrical body to form the reinforcing thick part, so that the cylindrical body and the lower column are formed in a solid state. This has the effect of increasing the mechanical strength of the welded portion and stably supporting the load applied to the cylinder in the vertical direction.
【0048】請求項10記載の発明によれば、筒体を上
下共蓋付きのものを用い、これらを接合して構成したの
で、同一の構造もので良いので製造及び管理等が容易で
あるという効果がある。According to the tenth aspect of the present invention, since the cylindrical body is formed by joining the upper and lower lids and joining the upper and lower lids, the same structure can be used, so that the production and management are easy. effective.
【図1】この発明の接合部材の構成素材を示す縦断面図
である。FIG. 1 is a longitudinal sectional view showing a constituent material of a joining member of the present invention.
【図2】補強桟の形態を示す上部筒体の平面図である。FIG. 2 is a plan view of an upper tubular body showing a form of a reinforcing bar.
【図3】この発明の実施の形態による接合部材の縦断面
図である。FIG. 3 is a longitudinal sectional view of the joining member according to the embodiment of the present invention.
【図4】この接合部材の溶接部の拡大縦断面図である。FIG. 4 is an enlarged vertical sectional view of a welded portion of the joining member.
【図5】この接合部材を用いて下柱と上柱および左右の
鉄骨梁を接合した状態の縦断面図である。FIG. 5 is a longitudinal sectional view of a state in which the lower column, the upper column, and the right and left steel beams are joined using this joining member.
【図6】この接合部材を用いて下柱と上柱および径の異
なる左右の鉄骨梁を接続した状態の縦断面図である。FIG. 6 is a longitudinal sectional view showing a state in which a lower pillar, an upper pillar, and right and left steel beams having different diameters are connected by using this joining member.
【図7】この接合部材に対し接合位置を変えて上柱を接
合した平面図である。FIG. 7 is a plan view in which an upper column is joined to the joining member by changing the joining position.
【図8】この発明の接合部材の他の構成素材を示す外観
斜視図である。FIG. 8 is an external perspective view showing another constituent material of the joining member of the present invention.
【図9】補強桟の他の形態を示す上部筒体の平面図であ
る。FIG. 9 is a plan view of an upper tubular body showing another form of a reinforcing bar.
【図10】補強桟の更に他の形態を示す上部筒体の平面
図である。FIG. 10 is a plan view of an upper cylindrical body showing still another form of the reinforcing bar.
【図11】この発明による接合部材の他の構成素材を示
す縦断面図である。FIG. 11 is a longitudinal sectional view showing another constituent material of the joining member according to the present invention.
【図12】従来の接合部材を示す横断面図である。FIG. 12 is a cross-sectional view showing a conventional joining member.
【図13】従来の他の接合部材を示す横断面図である。FIG. 13 is a cross-sectional view showing another conventional joining member.
1 下部筒体 2 上部筒体 3,5 補強桟 4 蓋 6,12,13 当接部 8 接合部材 10 下柱 11 上柱 14 鉄骨梁 18 溶接補強部材 DESCRIPTION OF SYMBOLS 1 Lower cylinder 2 Upper cylinder 3,5 Reinforcement bar 4 Lid 6,12,13 Contact part 8 Joining member 10 Lower pillar 11 Upper pillar 14 Steel beam 18 Welding reinforcement member
───────────────────────────────────────────────────── フロントページの続き (72)発明者 東浦 章 神奈川県厚木市三田47−3 佐藤工業株式 会社中央技術研究所内 (72)発明者 與山 徳秀 静岡県静岡市中野新田324番地の8 株式 会社與山工業所内 ──────────────────────────────────────────────────続 き Continuing from the front page (72) Akira Higashiura, 47-3 Mita, Atsugi-shi, Kanagawa Sato Industrial Co., Ltd. Central Research Laboratory (72) Inventor Norihide Yoyama 324-8 Nakano-Nitta, Shizuoka-shi, Shizuoka Yoyama Industrial Co., Ltd.
Claims (10)
蓋および周壁部を支える補強桟とを一体成形した筒体よ
り成ることを特徴とする構造物の接合部材。1. A joining member for a structure, comprising: a cylindrical body having a lid formed at least at one end and integrally forming the lid and a reinforcing bar for supporting a peripheral wall portion therein.
蓋および周壁部を支える補強桟とを一体成形した筒体
と、少なくとも一端を開放し内部に周壁部を支える補強
桟とを一体成形した筒体とを、その開放端同士を当接さ
せ、その当接部を溶接して一体化したことを特徴とする
構造物の接合部材。2. A cylindrical body having at least one end formed with a lid and integrally forming the lid and a reinforcing bar for supporting the peripheral wall portion, and a reinforcing bar having at least one open end and internally supporting the peripheral wall portion. A joint member for a structure, wherein an open end of the cylindrical body is brought into contact with each other, and the contact portion is welded and integrated.
の開先用斜面を形成したことを特徴とする請求項2記載
の構造物の接合部材。3. The joint member for a structure according to claim 2, wherein an outwardly inclined groove slope is formed along a circumferential direction at a contact portion of the cylindrical body.
したことを特徴とする請求項2記載の構造物の接合部
材。4. The structural member according to claim 2, wherein a welding reinforcing member is disposed on an inner surface of the contact portion of the cylindrical body.
する請求項1または請求項2記載の構造物の接合部材。5. The structural member according to claim 1, wherein the reinforcing bars are formed in a lattice shape.
強桟を多数形成し、他端側には軸線方向に長い補強桟を
少数形成したことを特徴とする請求項1または請求項2
記載の構造物の接合部材。6. The cylindrical body according to claim 1, wherein a plurality of reinforcing bars short in the axial direction are formed on the lid forming end side, and a small number of reinforcing bars are formed on the other end side in the axial direction. Item 2
A joining member for the structure described in the above.
する請求項1、2および請求項5、6のうちのいずれか
に記載の構造物の接合部材。7. The joint member for a structure according to claim 1, wherein the reinforcing bar is tapered.
筒に形成したことを特徴とする請求項1または請求項2
記載の構造物の接合部材。8. The method according to claim 1, wherein one end is formed in a square cross section and the other end is formed in a cylindrical cross section.
A joining member for the structure described in the above.
補強肉厚部を形成したことを特徴とする請求項1または
請求項2記載の構造物の接合部材。9. The thickness of the open end is increased inward,
The structure joining member according to claim 1 or 2, wherein a reinforcing thick portion is formed.
該蓋および周壁部を支える補強桟とを一体成形した一対
の筒体の開放端同士を当接させ、その当接部を溶接して
一体化したことを特徴とする構造物の接合部材。10. Open ends of a pair of cylindrical bodies having at least one end formed with a lid and integrally forming the lid and a reinforcing bar supporting the peripheral wall portion are brought into contact with each other, and the contact parts are welded. A joint member for a structure, which is integrated.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3970397A JPH10219823A (en) | 1997-02-10 | 1997-02-10 | Joining member for structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3970397A JPH10219823A (en) | 1997-02-10 | 1997-02-10 | Joining member for structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10219823A true JPH10219823A (en) | 1998-08-18 |
Family
ID=12560380
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3970397A Pending JPH10219823A (en) | 1997-02-10 | 1997-02-10 | Joining member for structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10219823A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009203754A (en) * | 2008-02-29 | 2009-09-10 | Asahi Kasei Construction Materials Co Ltd | Joint structure of column and beam |
JP2022062745A (en) * | 2020-10-09 | 2022-04-21 | 大成建設株式会社 | Joining hardware, joining structure of deformed steel pipe, column-beam joining structure of deformed steel pipe, and joining structure of steel pipe column |
KR20230123383A (en) * | 2022-02-16 | 2023-08-23 | 염경수 | Internal diaphragm having lattice type vertical stiffner for connecting steel girder |
-
1997
- 1997-02-10 JP JP3970397A patent/JPH10219823A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009203754A (en) * | 2008-02-29 | 2009-09-10 | Asahi Kasei Construction Materials Co Ltd | Joint structure of column and beam |
JP2022062745A (en) * | 2020-10-09 | 2022-04-21 | 大成建設株式会社 | Joining hardware, joining structure of deformed steel pipe, column-beam joining structure of deformed steel pipe, and joining structure of steel pipe column |
KR20230123383A (en) * | 2022-02-16 | 2023-08-23 | 염경수 | Internal diaphragm having lattice type vertical stiffner for connecting steel girder |
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