JPH04120803U - Steel column and beam joining device - Google Patents

Steel column and beam joining device

Info

Publication number
JPH04120803U
JPH04120803U JP3565591U JP3565591U JPH04120803U JP H04120803 U JPH04120803 U JP H04120803U JP 3565591 U JP3565591 U JP 3565591U JP 3565591 U JP3565591 U JP 3565591U JP H04120803 U JPH04120803 U JP H04120803U
Authority
JP
Japan
Prior art keywords
edge
plate
fixed
plate body
side plate
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
Application number
JP3565591U
Other languages
Japanese (ja)
Inventor
文夫 新田
Original Assignee
殖産住宅相互株式会社
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 殖産住宅相互株式会社 filed Critical 殖産住宅相互株式会社
Priority to JP3565591U priority Critical patent/JPH04120803U/en
Publication of JPH04120803U publication Critical patent/JPH04120803U/en
Pending legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

(57)【要約】 【目的】 本考案は装置を構成する部材を予め工場で鋼
管柱乃至H形鋼梁に溶接して固着し、現場施工ではボル
ト緊締作業のみで接合し、構成部材は単純強固であって
現場搬送中や接合作業中に損傷しないものである。 【構成】 ボルト孔を設けた周辺縁部を有する板材に柱
に固着する突条を突設した端板体を形成し、一方、梁端
に固着するものであって、ボルト孔を設けた周辺縁部を
有する板材にはリブを設けた4個の側板体を形成し、こ
の側板体と端板体とをボルトで緊締して六面体を形成す
ることにより柱と梁を接合構成する。
(57) [Summary] [Purpose] The present invention involves welding and fixing the components of the device to steel pipe columns or H-shaped steel beams in advance at the factory, and joining them only by tightening bolts during on-site construction. It is strong and will not be damaged during transportation to the site or during joining work. [Structure] An end plate body is formed on a plate material having a peripheral edge provided with bolt holes with protrusions that are fixed to the pillar, and on the other hand, the peripheral edge plate that is fixed to the end of the beam and has a peripheral edge provided with bolt holes is formed. Four side plates provided with ribs are formed on a plate having edges, and the side plates and end plates are tightened with bolts to form a hexahedron, thereby connecting the column and the beam.

Description

【考案の詳細な説明】[Detailed explanation of the idea]

【0001】0001

【産業上の利用分野】[Industrial application field]

本考案は鉄骨造の角形鋼管柱とH形鋼梁との接合装置に関し、特に柱端に固着 した装置の端板体と梁端に固着した側板体とを建築現場でボルト緊締することの みにより接合し得るようにした装置に関するものである。 This invention relates to a joining device for square steel pipe columns and H-shaped steel beams in steel structures, and in particular, The end plate of the device and the side plate fixed to the end of the beam are tightened with bolts at the construction site. This invention relates to a device that can be joined by chisel.

【0002】0002

【従来の技術】[Conventional technology]

従来から鉄骨造の角形鋼管柱にH形鋼管梁を接合する技術については多くの種 類のものが提案されている。その主なものとして、鋼梁端には両側にボルト孔付 フランジを有する側板を形成固着し側板の上下部より内側方に水平に設けた梯形 状突出片には側板の上下端より突出したピンを設け、一方、鋼管柱の端縁には位 置決めピン孔を有する連結板を溶着する。そして、梁の位置決めピンを柱のピン 孔に手作業で位置調整して嵌入し、隣接する側板はボルト緊締して角筒状に組立 てたのち、側板と上下の鋼管柱とを溶接固着する構造が提案されている。(実開 昭63ー143602号公報) Conventionally, there are many types of technology for joining H-shaped steel pipe beams to square steel pipe columns in steel structures. Something similar has been proposed. The main feature is that the ends of the steel beams have bolt holes on both sides. A trapezoidal shape in which a side plate with a flange is formed and fixed, and is provided horizontally inward from the upper and lower parts of the side plate. The protruding pieces are equipped with pins that protrude from the upper and lower ends of the side plates, while the edges of the steel pipe columns are provided with pins that protrude from the upper and lower ends of the side plates. A connecting plate with positioning pin holes is welded. Then, connect the beam's positioning pin to the column's pin. Manually adjust the position and fit into the hole, then tighten the bolts on the adjacent side plates and assemble into a rectangular tube shape. A structure has been proposed in which the side plates and the upper and lower steel pipe columns are welded together after the installation. (Actual development Publication No. 143602 (1986)

【0003】0003

【考案が解決しようとする課題】[Problem that the idea aims to solve]

しかしながら、上記の如き従来技術にあっては、梁材が軽量鉄骨であったとし ても、梁端から突出したピンは現場搬送中に部材相互間や積載替え時に衝撃力で 変形損傷するばかりでなく、ピン孔にピンを整合嵌入する操作は、熟練作業員で も微妙な調整作業を必要とする。更に側板を上下の鋼管柱に溶接するには別に特 殊な作業員が時間と手間をかけて接合しながら組立てなければならないという問 題点があった。 However, in the conventional technology as mentioned above, if the beam material is a lightweight steel frame, However, pins protruding from the end of the beam may be damaged by impact force between parts during transportation to the site or when reloading. Not only will deformation and damage occur, but the operation of aligning and inserting the pin into the pin hole must be done by a skilled worker. also requires delicate adjustment work. Furthermore, special procedures are required to weld the side plates to the upper and lower steel pipe columns. The problem is that specialized workers have to spend time and effort on assembling the parts together. There was an issue.

【0004】 本考案は現場搬送中に変形損傷がないように周囲にボルト孔付縁部を有する端 板体と周囲にボルト孔付縁部を有する側板体とを形成し、端板体と側板体とを夫 々柱と梁とに溶接するには予め工場で迅速適確に作業をなし、現場の組立作業で はボルト緊締をなすことのみにより外的な水平衝撃力やねじれ衝撃力にも極めて 耐力を有する六面体を形成する接合装置を得ることを目的とするものである。0004 This invention has an edge with bolt holes around it to prevent deformation and damage during transportation to the site. A plate body and a side plate body having an edge with bolt holes around the periphery are formed, and the end plate body and the side plate body are connected to each other. To weld each column and beam, work is done quickly and accurately at the factory in advance, and assembly work on site is performed. is highly resistant to external horizontal impact forces and torsional impact forces by simply tightening the bolts. The object of the present invention is to obtain a welding device that forms a hexahedron with proof strength.

【0005】[0005]

【課題を解決するための手段】[Means to solve the problem]

上記目的を達成するために、本考案接合装置においては、継ぎ足し式鋼管柱の 開口端縁に端板体を固設する。端板体は周辺縁部だけ鋼管柱より張り出した方形 の板材を形成し、板材の片面には鋼管柱と固着するため、柱断面と同形の突条を 1体的に設けることが好ましい。突条の外側縁部には緊締手段としての挿通用の 通孔を複数個所穿設したものである。 In order to achieve the above purpose, the jointing device of the present invention is designed to An end plate body is fixed to the edge of the opening. The end plate body is rectangular with only the peripheral edge overhanging the steel pipe column. A plate with the same shape as the column cross-section is formed on one side of the plate in order to secure it to the steel pipe column. It is preferable to provide it integrally. The outer edge of the protrusion has a hole for insertion as a tightening means. It has multiple through holes.

【0006】 H形鋼梁の端縁には側板体を固設する。側板体は鋼管柱の側壁と同幅の板材を 形成し、板材の両側縁には板材面に対して45°の角度で外方に折曲した縦方向 の縁部を設け、上下端縁には板材に対して直角外方へ拆曲した横方向の縁部を設 ける。これらの縁部には緊締手段としての複数個の通孔を穿設する。更に板材に はH形鋼梁のウエブに溶接できるように縦方向のリブを設け、そして、鋼梁の上 側フランジを上側縁部に溶接したとき梁の下側フランジを下側縁部に溶接する。 梁が小梁であるときは下側フランジを溶接すべく、板材の対応位置に横方向のリ ブを設けることが好ましい。[0006] A side plate is fixed to the edge of the H-shaped steel beam. The side plate body is a plate material with the same width as the side wall of the steel pipe column. The edges of the board are bent outward at an angle of 45° to the board surface. The upper and lower edges have horizontal edges curved outward at right angles to the plate material. Let's go. A plurality of holes are bored in these edges as tightening means. Further to plate material provides a vertical rib so that it can be welded to the web of an H-shaped steel beam, and The lower flange of the beam is welded to the lower edge when the side flange is welded to the upper edge. If the beam is a small beam, make a horizontal recess at the corresponding position on the plate to weld the lower flange. It is preferable to provide a tab.

【0007】[0007]

【作用】[Effect]

上記のように構成された本考案装置の端板体と側板体とは鋳造成形することが 好ましく、これにより、寸法上の誤差をなくし、且つ、耐力のある構成部材とす ることができる。この両部材を夫々と鋼管柱と綱梁とに溶接するに際しては現場 溶接ではなく、工場で迅速正確に作業することにし、上下階の継ぎ足し式鋼管柱 や梁の長さに誤差を生ずることなく組立接合作業を適確簡易に遂行できる。溶接 された端板体側板体は柱端や梁端から縁部が些かに張り出しているが張り出し板 やピン等がなく且つ強固な構造であって搬送、組立中に変形や損傷がない構造と されている。 The end plate body and side plate body of the device of the present invention configured as described above can be formed by casting. Preferably, this eliminates dimensional errors and makes the structural member strong. can be done. When welding these two members to the steel pipe column and the rope beam respectively, Instead of welding, we decided to do the work quickly and accurately in a factory, and we installed additional steel pipe columns on the upper and lower floors. Assembling and joining work can be carried out accurately and easily without causing errors in the length of beams or beams. welding The edge of the side plate is slightly overhanging from the end of the column or beam, but it is an overhanging plate. It has a strong structure with no screws or pins, and will not be deformed or damaged during transportation or assembly. has been done.

【0008】 現場で立設した柱上端の端板体はクレーンで梁を吊り下げながら側板体を載置 して両者の通孔を整合するとボルトを挿通しナットで単に緊締するだけで、底板 としての端板体上に4個の側板体からなる角筒体が組み立てられる。梁が装架さ れない建物外壁部の柱の外側面や角隅部の柱の外側面は側板体のみを端板体にボ ルトで緊締して起立しておくものである。[0008] The end plate at the top of the column was erected on site, and the side plate was placed on it while suspending the beam using a crane. After aligning the through holes on both sides, simply insert the bolt and tighten with the nut, and the bottom plate A rectangular cylinder body consisting of four side plates is assembled on the end plate body. The beam is mounted For the outside surfaces of columns on external walls of buildings that are not covered, and the outside surfaces of columns at corners, bolt only the side panels to the end panels. It is something that you have to tighten and stand upright.

【0009】 角筒状に組み立てた側板体の上端縁には上階側柱の下端に設けた端板体をクレ ーンで移動配置し、ボルト、ナットで緊締すればよい。このようにして組立てた 接合装置は六面体形状の強固な構造として柱の一部を構成する。このように現場 でボルト緊締作業のみによって組み立てられる接合装置は強いねじれ衝撃力が負 荷されても菱形変形を起こすことのない耐力を有する。[0009] The end plate provided at the lower end of the upper floor side column is attached to the upper edge of the side plate assembled in a rectangular tube shape. All you have to do is move it with the horn and tighten it with bolts and nuts. Assembled like this The joining device constitutes a part of the column as a solid hexahedral structure. On-site like this The joining device, which is assembled only by bolt tightening work, is subject to strong torsional impact forces. It has a strength that will not cause rhombic deformation even when loaded.

【0010】0010

【実施例】【Example】

実施例につき図面を参照して説明する。図1において、角形鋼管からなる下階 側柱1a上端縁には溶接手段で端板体2が固着されている。端板体2は図1で示 す如く上階側柱1bの下側に分解倒置して示す端板体2aや、図4で示す如く、 板材3の片面に鋼管柱を断面した形状と同形で方形の突条4が1体的に設けられ 、その端縁は開先角度を有していて柱との溶接が容易確実である。突条4より外 側の板材部分は柱1a、1bの側壁より外側に張り出した縁部5であって、縁部 5には適宜間隔を有してボルト挿通用の複数個の通孔6が穿設されている。 Examples will be described with reference to the drawings. In Figure 1, the lower floor is made of square steel pipes. An end plate body 2 is fixed to the upper edge of the side column 1a by welding means. The end plate body 2 is shown in FIG. As shown in FIG. A rectangular protrusion 4 having the same shape as the cross-section of the steel pipe column is integrally provided on one side of the plate material 3. , the edge has a beveled angle, making welding to the column easy and reliable. Outside of protrusion 4 The side plate material portion is an edge 5 that extends outward from the side walls of the pillars 1a and 1b, and the edge 5 is provided with a plurality of through holes 6 for bolt insertion at appropriate intervals.

【0011】 側板体7はH形鋼材からなる梁の端縁と予め工場で溶接手段により固着して用 いるか、側板体自体のみで使用する。図1、図2、図3に示す如く側板体7b、 7c、7dは夫々梁8a、8b、8cに固着される。建物の外壁面側の側板体7 aには梁が固着されていない。また、柱1a、1bは建物の隅角部に設けられる ときは梁8aか8bの何れかが除去された状態とされる。[0011] The side plate 7 is fixed to the edge of the beam made of H-shaped steel in advance by welding at the factory. Or use it only on the side plate itself. As shown in FIGS. 1, 2, and 3, the side plate body 7b, 7c and 7d are fixed to beams 8a, 8b and 8c, respectively. Side plate body 7 on the outside wall side of the building No beam is fixed to a. Additionally, the pillars 1a and 1b are provided at the corners of the building. At this time, either the beam 8a or 8b is removed.

【0012】 側板体7は鋼板をプレス加工して成形してもよいが鉄素材を鋳造成形したもの が強度もあり、コストも低廉であって好ましい構造となる。側板体7aについて 説明すると、管柱1a、1bの側壁と同一幅で梁丈と同一高さを有する平らな板 部9の両側縁より板部面とは45°の角度で外側方へ折曲した縦方向の縁部10 a、10bを一体的に延設する。板部9の上下端部には直角外側方へ折曲した横 方向の縁部11a、11bを一体的に延設する。両縁部10a、10b、11a 、11bにはボルト挿通用の複数の通孔12を穿設する。板部9の中心軸線に沿 う縦方向と下部の横方向とには周辺縁部と一体的にリブ13及び14を設ける。 この両リブ13、14は側板体を補強すると共に梁端を適確強固に固着するため のものである。図3に示す如く側板体7cに固着する梁8Cは大梁として使用さ れたものであり、この梁8cのウエブ15端縁はリブ13に固着し、上側フラン ジ16bの端縁は上側の縁部11bに固着し、下側フランジ16aは下側縁部1 1aに固着される。梁8Cを大梁に替えて小梁を使用するときは下縁フランジ1 6aをリブ14に固着すればよい。このようにして、側板体7cには梁8cを、 側板体7bには梁8bを夫々固着する。0012 The side plate body 7 may be formed by pressing a steel plate, but it may be formed by casting an iron material. However, it is strong and inexpensive, making it a desirable structure. Regarding the side plate body 7a To explain, it is a flat plate that has the same width as the side walls of the pipe columns 1a and 1b and the same height as the beam length. A vertical edge 10 is bent outward from both side edges of the portion 9 at an angle of 45° with respect to the plate surface. a and 10b are integrally extended. The upper and lower ends of the plate part 9 are bent outward at right angles. The directional edges 11a and 11b are integrally extended. Both edges 10a, 10b, 11a , 11b are provided with a plurality of through holes 12 for bolt insertion. Along the central axis of the plate part 9 Ribs 13 and 14 are provided in the vertical direction and in the lateral direction of the lower part integrally with the peripheral edge. These ribs 13 and 14 are for reinforcing the side plate body and for properly and firmly fixing the beam end. belongs to. As shown in Fig. 3, the beam 8C fixed to the side plate 7c is used as a girder. The edge of the web 15 of this beam 8c is fixed to the rib 13, and the upper flange The edge of the flange 16b is fixed to the upper edge 11b, and the lower flange 16a is fixed to the lower edge 11b. It is fixed to 1a. When using a small beam instead of a large beam for beam 8C, lower edge flange 1 6a may be fixed to the rib 14. In this way, the beam 8c is attached to the side plate 7c. Beams 8b are fixed to the side plates 7b, respectively.

【0013】 柱に梁を接合施工するには、特に取付順序は限定されないが、通常梁を固着し てない側板体7aから取付ける。この側板体7aは端板体2の1側の通孔6上に 下側縁部11aの通孔12を手操作で整合してボルト17を挿入し、ナット18 で緊締すれば、端板体2の1側縁部5上に側板体が起立固定される。次に梁8a をクレーンで吊り下げながら下降してゆき、側板体7bの下側縁部11aを軽く 端板体2上に載置したのち、下側縁部11aを端板体2の1側縁部に移動整合す れば、側板体7aの縁部10と相隣接する側板体7bの縁部10aとは当接整合 するのでボルト7とナット18とで緊締する。このようにして、梁8cの側板体 7c及び梁8bの側板体7dを順次端板体2上にボルトとナットとで緊締固定す る。上記の如く組立てられた4個の側板体で方形に形成された上側縁部上には上 階側柱1bと1体的な端板体2aをクレーンで移動下降させながら載置整合する 。そして、ボルトとナットで緊締すれば、4個の側板体と2個の端板体とからな る耐力のある装置に上階側柱1bが接合起立する。[0013] When joining beams to columns, there is no particular installation order, but the beams are usually fixed. Attach from the side plate 7a that is not open. This side plate body 7a is placed over the through hole 6 on the first side of the end plate body 2. Manually align the through holes 12 in the lower edge 11a, insert the bolts 17, and then tighten the nuts 18. When tightened, the side plate body is erected and fixed on the first side edge 5 of the end plate body 2. Next, beam 8a is lowered while being suspended by a crane, and lightly touches the lower edge 11a of the side plate 7b. After placing it on the end plate body 2, the lower edge 11a is moved and aligned with the first edge of the end plate body 2. If so, the edge 10 of the side plate 7a and the edge 10a of the adjacent side plate 7b are in contact alignment. Therefore, tighten with bolt 7 and nut 18. In this way, the side plate of the beam 8c 7c and the side plate 7d of the beam 8b are sequentially tightened onto the end plate 2 with bolts and nuts. Ru. On the upper edge of the square formed by the four side plates assembled as above, there is an upper The floor side columns 1b and the integral end plate body 2a are moved and lowered by a crane and placed and aligned. . Then, by tightening the bolts and nuts, the four side plates and two end plates can be assembled. The upper floor side column 1b is connected to and erected by a device with sufficient strength.

【0014】[0014]

【考案の効果】[Effect of the idea]

本考案は以上の説明したように構成されているので、以下に記載されるような 効果を奏する。 Since the present invention is constructed as explained above, the following be effective.

【0015】 鉄骨造の角形鋼管柱の端部に固着される端板体とH形鋼梁に固着される側板体 とは予め工場で適確迅速に溶接されているので、現場施工においてはボルトナッ トによって緊締して組立てるのみで柱と梁とは強固に接合をなすことができる。[0015] An end plate body fixed to the end of a square steel pipe column of a steel frame structure and a side plate body fixed to an H-shaped steel beam. are welded accurately and quickly in advance at the factory, so bolts and nuts are not required during on-site construction. Columns and beams can be firmly connected simply by tightening them with the bolts and assembling them.

【0016】 更に、4個の側板体と上下2個の端板体とからなる本考案装置はボルト緊締に よって強固な六面体に形成されて柱自体の一部を構成し、水平方向の外的衝撃力 などの地震及び強風によるねじり力が負荷されても強靱な耐力を保有して恒久的 に初期の構築状態を保持する建築構造となすことができる。[0016] Furthermore, the device of the present invention, which consists of four side plates and two upper and lower end plates, is suitable for tightening bolts. Therefore, it is formed into a strong hexahedron and forms part of the column itself, and is able to withstand external impact forces in the horizontal direction. Even when subjected to torsional force due to earthquakes and strong winds, it has strong durability and is durable. It can be made into an architectural structure that retains its initial construction condition.

【0017】 更に、また側板体は平らな板部がリブによって保形され、周辺縁部も1体的に 形成されたリブにより現場搬送中や、緊締接合作業中外的衝撃が負荷されても変 形損傷し難く、不良品の発生する率が殆んどない。そして、リブと上下の縁部と は梁の溶接が容易適確であって堅牢な構造とすることができる。[0017] Furthermore, the side plate has a flat plate that retains its shape with ribs, and the peripheral edge is also integrated. The formed ribs prevent deformation even when subjected to external shocks during transportation to the site or during tightening and joining work. It is hard to be damaged in shape, and there is almost no chance of defective products. And the ribs and the upper and lower edges The beams can be welded easily and accurately, resulting in a robust structure.

【0018】 そして、側板体には相隣れる側板体や柱との芯合せのための水平板やピンとピ ン孔等の部材の如く搬送中の衝撃に弱い部材や柱との位置決め調整に煩雑な作業 と時間を要する部材がなく、極めて単純で作業性のよい構成とされているなど極 めて有益な効果を奏する。[0018] The side panels are equipped with horizontal plates and pins for alignment with adjacent side panels and columns. Complicated work in positioning and adjusting parts such as holes, etc., which are vulnerable to shock during transportation, and pillars. It has an extremely simple structure with no time-consuming parts, and is extremely easy to work with. It has a beneficial effect.

【図面の簡単な説明】[Brief explanation of drawings]

【図1】端板体と側板体とからなる装置によって柱に梁
を接合した一部分解斜視図。
FIG. 1 is a partially exploded perspective view of a beam joined to a column by a device consisting of an end plate body and a side plate body.

【図2】図1のAーA断面図である。FIG. 2 is a sectional view taken along line AA in FIG. 1;

【図3】図1のBーB断面図である。FIG. 3 is a sectional view taken along line BB in FIG. 1;

【図4】図1のCーC断面図である。FIG. 4 is a sectional view taken along line CC in FIG. 1;

【符号の説明】[Explanation of symbols]

1a、1b 柱 2、2a 端板体 3、9 板材 4 突条 5、10a、10b、11a、11b 縁部 7 側板体 8 梁 13、14 リブ 1a, 1b pillar 2, 2a End plate body 3,9 Board material 4 Projections 5, 10a, 10b, 11a, 11b edge 7 Side plate 8 Beam 13, 14 ribs

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 角形鋼管柱の端部に固着する端板体とH
形鋼梁の端部に固着するか固着しないで使用する4個の
側板体とからなる装置であって、端板体は前記鋼管柱の
断面と整合する方形の突条を板材の片面に突設し、突条
より張り出した板材部分は緊締手段を挿通する複数の通
孔を穿設した縁部となし、前記側板体は板材の両側縁よ
り板材面とは45°の角度で折曲した通孔を有する縁部
と、板材の上下端縁より直角に折曲した通孔を有する縁
部と、板材には梁を固着するためのリブとを設けたこと
を特徴とする鉄骨造の柱と梁の接合装置。
[Claim 1] An end plate body fixed to the end of a square steel pipe column and an H
This device consists of four side plates that are fixed or not fixed to the ends of a shaped steel beam, and the end plate has a rectangular protrusion that matches the cross section of the steel pipe column on one side of the plate. The part of the board that overhangs the protrusion is an edge with a plurality of holes through which the tightening means are inserted, and the side board is bent at an angle of 45° from both edges of the board to the surface of the board. A steel-framed column characterized by having an edge having a through hole, an edge having a through hole bent at right angles from the upper and lower edges of the plate, and a rib for fixing a beam to the plate. and beam joining equipment.
JP3565591U 1991-04-19 1991-04-19 Steel column and beam joining device Pending JPH04120803U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3565591U JPH04120803U (en) 1991-04-19 1991-04-19 Steel column and beam joining device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3565591U JPH04120803U (en) 1991-04-19 1991-04-19 Steel column and beam joining device

Publications (1)

Publication Number Publication Date
JPH04120803U true JPH04120803U (en) 1992-10-28

Family

ID=31917757

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3565591U Pending JPH04120803U (en) 1991-04-19 1991-04-19 Steel column and beam joining device

Country Status (1)

Country Link
JP (1) JPH04120803U (en)

Similar Documents

Publication Publication Date Title
US4586300A (en) Building construction
JP3014203U (en) Building unit connection structure
JP3240633B2 (en) Housing unit joint reinforcement structure
JP4853422B2 (en) Gate frame with connection of composite beams and wooden columns
JP2007303105A (en) Aseismatic reinforcing structure
JPH04120803U (en) Steel column and beam joining device
JP7032051B2 (en) Floor structure construction method and floor structure reuse method
JPH08113982A (en) Device for joining column and beam of steel framed building
JPH09158322A (en) Connecting fitting and connecting structure of column and foundation by using connecting fitting thereof
JP3549488B2 (en) Brace for wooden framed houses
JP3245952U (en) wooden pillar support fittings
JP2003056058A (en) Connecting structure of steel pipe column and beam, its connecting method and splice plate used for it
JP4656460B2 (en) Building reinforcement structure
JPH0616505U (en) Column-to-beam connection equipment for steel-framed buildings
JPH0333846Y2 (en)
JP3072284B2 (en) Architectural metal frame panel body and its construction method
JPH06185121A (en) Assembling unit house and execution thereof
JP2873193B2 (en) Base plate
JPS59411Y2 (en) Joints for architectural steel pipe parts
JPH061921Y2 (en) Reinforcing metal fittings for frame structures of wooden buildings
JP2600411Y2 (en) Column-beam joint structure
JPH045602Y2 (en)
JPH0532562Y2 (en)
JP2569618Y2 (en) Work stage for steel structure
JPH069133Y2 (en) Connection structure of columns and beams