JPH0470439A - Pillar body for mounting beam - Google Patents

Pillar body for mounting beam

Info

Publication number
JPH0470439A
JPH0470439A JP18482790A JP18482790A JPH0470439A JP H0470439 A JPH0470439 A JP H0470439A JP 18482790 A JP18482790 A JP 18482790A JP 18482790 A JP18482790 A JP 18482790A JP H0470439 A JPH0470439 A JP H0470439A
Authority
JP
Japan
Prior art keywords
back plate
plate member
column
width
pillar
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.)
Granted
Application number
JP18482790A
Other languages
Japanese (ja)
Other versions
JP2738879B2 (en
Inventor
Masaki Yamaoka
山岡 昌樹
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
National House Industrial Co Ltd
Original Assignee
National House Industrial Co Ltd
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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP18482790A priority Critical patent/JP2738879B2/en
Publication of JPH0470439A publication Critical patent/JPH0470439A/en
Application granted granted Critical
Publication of JP2738879B2 publication Critical patent/JP2738879B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)

Abstract

PURPOSE:To obviate the welding work in the site so as to enhance the working efficiency by protruding a bolt shaft to a pillar base body, formed of a short scale angle steel pipe, from the reverse side through a back board material and also screwing a beam mounting metal fixture thereafter fixing a beam. CONSTITUTION:A plurality of bolt shafts 6 are protruded at a right angle to a pillar base body 2, consisting of a short scale angle steel pipe of sectional shape equal to a pillar body 1, from each surface in the reverse side through a back board material of width not interfering with each other. Next, a beam mounting member 32 is screwed to the pillar base body 2 by bolts 6 while fixing the pillar base body 2 to a beam mounting position of the pillar body 1. Further, a beam D is fixed by bolts to the beam mounting metal fixture 32. In a work spot, assembly is performed without performing welding work. In this way, efficiency of work can be improved.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、各鋼管からなる柱に梁を簡易に取付けできか
つ輸送を便宜とする梁取付は用の柱体に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a column body for attaching beams that allows beams to be easily attached to columns made of steel pipes and facilitates transportation.

〔従来の技術〕[Conventional technology]

複数階建の家屋などに採用される鋼製の骨組体においで
、1つの柱に同高さで複数の梁が接続されることが多々
ある。このような場合には、従来、例えば第9図に例示
するように、柱aと、柱aから水平に突出しかっ接柱a
に溶着される継ぎ材dとからなる結合柱eを形成すると
ともに、継ぎ材dに梁すをボルト止めなとにより取付け
ていた。
In steel frames used in multi-story houses, multiple beams are often connected to one column at the same height. In such a case, conventionally, as illustrated in FIG.
A connecting column e was formed by welding a joint material d to the joint material d, and a beam was attached to the joint material d using bolts.

なお継ぎ材dは、梁すと断面同形の形鋼材がらなりかつ
柱aの上下で接柱aを囲むスチフナーf1柱aの側面に
予め工場にて溶着される。
The splicing material d is made of a shaped steel material having the same cross-section as the beam, and is welded in advance at the factory to the side surface of the stiffener f1 that surrounds the column a above and below the column a.

〔発明か解決しようとする課題〕[Invention or problem to be solved]

しかしながら、このような結合柱eは、梁すの取付位置
、寸法が異なるなと多種類のものを用意せねばならす、
又工場での溶接作業の工数を増し、生産性に劣る。さら
に柱aがら継ぎ材dが突出することにより、嵩高となり
輸送性に劣る。
However, such connecting columns e must be prepared in many different types, with different beam installation positions and dimensions.
Furthermore, it increases the number of man-hours required for welding work at the factory, resulting in poor productivity. Furthermore, the protrusion of the splicing material d from the pillars a increases the bulk, resulting in poor transportability.

さらに、柱aと継ぎ材dとの溶接面積が小であるため、
取付強度に劣り、品質の低下を招きゃすく信頼性に欠け
るという問題がある。
Furthermore, since the welding area between column a and joint material d is small,
There are problems in that the mounting strength is poor, leading to deterioration in quality and lack of reliability.

本発明は、ネジ軸を突出した短尺な柱基体を用いること
を基本として、梁を柱に能率よく固定でき、生産性、輸
送性を向上しかつ品質の安定化にも役立つ梁取付は用の
柱体の提供を目的としている。
The present invention is based on the use of short column bases with protruding screw shafts, which allows beams to be efficiently fixed to columns, improving productivity and transportability, and helping to stabilize quality. The purpose is to provide pillars.

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

前記目的を達成するために、本発明の梁取付は用の柱体
は、孔部を同巾の内面が囲む4つの板部を有する短尺の
角鋼管からなりかつ前記各板部に透孔を設けた柱基体、
および前記孔部に挿入されかつ各板部の前記内面に沿う
裏板部材に前記透孔を通りかつ前記柱基体に梁を固定す
るためのネジ軸を直交して突出したボルト金具からなる
とともに、前記裏板部材の巾を、前記内面の前記巾から
前記裏板部材の厚さの2倍を減じた長さよりも小として
いる。
In order to achieve the above object, a column for attaching a beam according to the present invention is made of a short square steel tube having four plate parts each having a hole surrounded by an inner surface of the same width, and each plate part has a through hole. The pillar base provided,
and a bolt fitting that is inserted into the hole and extends through the through hole through the back plate member along the inner surface of each plate part and protrudes perpendicularly to the screw axis for fixing the beam to the column base; The width of the back plate member is smaller than the width of the inner surface minus twice the thickness of the back plate member.

〔作用〕[Effect]

ネジ軸を有する裏板部材の巾を、柱基体の孔部を囲む内
面の巾から裏板部材の厚さの2倍を減じた長さよりも小
としていることによって、4つの板部に略同高に設けら
れた透孔に裏板部材から突出した梁取付は用のネジ軸を
嵌入させることができ、梁取付は用の柱体の生産性を高
めるとともに、施工現地における溶接作業を排除でき、
品質の安定化に役立つ。又突出する部材かないため、輸
送性、取扱い性を高める。
By making the width of the back plate member having the screw shaft smaller than the width of the inner surface surrounding the hole of the column base minus twice the thickness of the back plate member, the width of the back plate member having the screw shaft is approximately the same as that of the four plate parts. The screw shaft of the beam that protrudes from the back plate member can be inserted into the through hole provided at the height, and the beam installation increases the productivity of the column and eliminates welding work at the construction site. ,
Helps stabilize quality. Also, since there are no protruding parts, transportability and handling are improved.

〔実施例〕〔Example〕

以下本発明の一実施例を図面に基づき説明する。 An embodiment of the present invention will be described below based on the drawings.

第1〜5図において、本発明の梁取付は用の柱体1は、
短尺の角鋼管Aからなる柱基体2と、該柱基体2の孔部
Bに挿入される裏板部材5に、梁りを柱基体2に固定す
るためのネジ軸6を突出したボルト金具3とからなる。
In Figs. 1 to 5, the column 1 for beam attachment of the present invention is
A column base 2 made of a short square steel pipe A, and a bolt fitting 3 with a screw shaft 6 protruding from the back plate member 5 for fixing the beam to the column base 2, which is inserted into the hole B of the column base 2. It consists of

前記柱基体2は、同長同巾の4つの矩形板材からなる板
部4−をその長辺を互いに突合わせて連結することによ
り板部4−に囲まれる孔部Bを有する断面正方形の管材
であり、従って各板部4・・〜・・の孔部Bに向く内面
は、水平方向の巾TBを同寸に形成される。
The pillar base 2 is a tube material with a square cross section that has a hole B surrounded by the plate portions 4- by connecting plate portions 4- consisting of four rectangular plates of the same length and width with their long sides abutted against each other. Therefore, the inner surfaces of the respective plate parts 4 facing the hole B are formed to have the same width TB in the horizontal direction.

前記裏板部材5は、縦長矩形の板材であり、裏板部材5
の巾TAは前記柱基体2の内面7の前記巾TBから裏板
部材5の厚さWの2倍を減じた長さよりも小としている
。なお本実施例では、裏板部材5の縦長さは前記柱基体
2の縦長さより大としている。
The back plate member 5 is a vertically long rectangular plate.
The width TA is smaller than the width TB of the inner surface 7 of the pillar base 2 minus twice the thickness W of the back plate member 5. In this embodiment, the vertical length of the back plate member 5 is greater than the vertical length of the pillar base 2.

従って、裏板部材5は、その2つの長辺と前記内面7の
2つの端縁との間隔を夫々裏板部材5の厚さWより大と
してかつ略同長を有して前記板部4の内面7に当接しう
る。さらに裏板部材5は、その縦長さを柱基体2の縦長
さより大しているため、該裏板部材5の上下端付近に柱
基体2の上下端をこえて突出片11を形設させうる。
Therefore, the back plate member 5 has the two long sides and the two edges of the inner surface 7 each larger than the thickness W of the back plate member 5 and has approximately the same length. can come into contact with the inner surface 7 of. Further, since the back plate member 5 has a vertical length larger than that of the column base 2, the protruding pieces 11 can be formed near the upper and lower ends of the back plate member 5 beyond the upper and lower ends of the column base 2.

前記板部4には前記裏板部材5に直交して突出させたネ
ジ軸6が通る透孔9−0が適宜の位置に穿設されている
。
The plate portion 4 is provided with a through hole 9-0 at an appropriate position, through which the screw shaft 6, which projects perpendicularly to the back plate member 5, passes.

前記ネジ軸6は、本実施例では前記裏板部材5の前記透
孔9−一に合う位置に透設されたボルト挿入孔13−に
、該裏板部材5の内面からボルト14−を挿入して突出
したボルト14−、、のネジ軸14A−−によって形成
される。
In this embodiment, the screw shaft 6 is configured such that a bolt 14- is inserted from the inner surface of the back plate member 5 into a bolt insertion hole 13- provided through the hole 9-1 in the back plate member 5. It is formed by the threaded shafts 14A-- of the bolts 14-, which protrude.

さらに前記ボルト金具3は、前記裏板部材5と複数のボ
ルト14−、−と、該ボルト14の六角状頭部14Bを
回り止めする受枠16とからなる。
Further, the bolt fitting 3 is made up of the back plate member 5, a plurality of bolts 14-,-, and a receiving frame 16 that prevents the hexagonal head 14B of the bolt 14 from rotating.

受枠16は、第4図に示すように、前記裏板部材5の内
面から前記六角状頭部14Bと略同高さかつ六角状頭部
14Bの2つの対面間の距離を隔てて突出することによ
り、六角状頭部14Bを回り止めする1対の突片19.
19と、該突片19.19の先端間を結びかつ六角状頭
部14Bの外面に接する背面20とらなるコ字状の枠片
を有し、各突片19.19の外端には、前記裏板部材5
の内面に溶着する脚片21.21を設けている。なお突
片19の巾寸度は、裏板部材5の巾TAと略同寸に形成
される。
As shown in FIG. 4, the receiving frame 16 protrudes from the inner surface of the back plate member 5 at approximately the same height as the hexagonal head 14B and at a distance between the two opposing faces of the hexagonal head 14B. A pair of protrusions 19. prevent the hexagonal head 14B from rotating.
19, and a back surface 20 that connects the tips of the protruding pieces 19.19 and contacts the outer surface of the hexagonal head 14B, and at the outer end of each protruding piece 19.19, The back plate member 5
A leg piece 21.21 is provided which is welded to the inner surface of the holder. Note that the width of the protruding piece 19 is formed to be approximately the same as the width TA of the back plate member 5.

裏板部材5は前記のごとく、2つの長辺を内面7の端縁
から裏板部材5の厚さWより距離を隔てて配されるので
あるが本例においては、前記長辺と内面7の端縁との間
隔は裏板部材5の厚さWと前記受枠16の裏板部材5か
らの高さHとの和より大としている。従って、第5図の
一点鎖線で示すように、前記ボルト金具3は、既に配さ
れている他の内面7に沿うボルト金具3には干渉される
ことなく、板部4に設けられた透孔9−にネジ軸6−を
挿入できかつ内面7に当接しうる。なおボルト金具3を
内面7に当接させてのち、前記板部4の外面からナツト
23−、−、、、をネジ軸6に螺着させることにより、
前記ボルト金具3は柱基体2に仮付けでき、この状態で
輸送する。ナツト23は梁りの取付けに先立ち取り外さ
れる。
As described above, the back plate member 5 is arranged with its two long sides separated from the edge of the inner surface 7 by a distance greater than the thickness W of the back plate member 5. In this example, the long sides and the inner surface 7 The distance from the edge of the support frame 16 to the edge of the support frame 16 is greater than the sum of the thickness W of the back plate member 5 and the height H of the receiving frame 16 from the back plate member 5. Therefore, as shown by the dashed line in FIG. The screw shaft 6- can be inserted into the screw shaft 9- and can come into contact with the inner surface 7. In addition, by bringing the bolt fitting 3 into contact with the inner surface 7, and then screwing the nuts 23-, -, . . . onto the screw shaft 6 from the outer surface of the plate portion 4,
The bolt fittings 3 can be temporarily attached to the column base 2 and transported in this state. The nut 23 is removed prior to installing the beam.

柱体1は、建込み現場において、上下に位置する柱材E
1、E2と接続したのち梁りを固定する。
Column 1 is attached to column E located above and below at the construction site.
1. After connecting to E2, fix the beam.

前記柱材E1、E2は共に柱基体2と断面同形の角鋼管
からなり、下の柱材E2によって梁取付は用の柱体1が
高さ調整されつつ、柱材E1、E2の下端および上端が
夫々梁取付は用の柱体1に溶着される。本例では、前記
裏板部材5の突出片11が柱基体2の上下端から突出し
ているため、該突出片11の外面と柱材E1、E2の各
内面とをも溶着できその接続強度は著しく向上する。な
お柱体1が最上階に位置する場合には、突出片11を柱
基体2から突出させることなく形成し、柱体1の上端に
板材なとを溶着し柱体1の上部を覆うことも出来る。
The pillars E1 and E2 are both made of square steel tubes with the same cross-section as the pillar base 2, and the lower and upper ends of the pillars E1 and E2 are adjusted while the height of the pillar 1 to which the beam is attached is adjusted by the lower pillar E2. Each beam is attached to the column 1 by welding. In this example, since the protruding pieces 11 of the back plate member 5 protrude from the upper and lower ends of the column base 2, the outer surface of the protruding pieces 11 and the inner surfaces of the column members E1 and E2 can also be welded, and the connection strength is Significantly improved. Note that when the column 1 is located on the top floor, the protruding piece 11 may be formed without protruding from the column base 2, and a plate material may be welded to the top end of the column 1 to cover the top of the column 1. I can do it.

梁りは柱体1に柱基体2の側面30から張出す取付は金
具32を介して接続される。
The beam is connected to the column 1 via a metal fitting 32 that protrudes from the side surface 30 of the column base 2.

前記梁りは垂直なウェブ41の上下にフランジ42.4
3を有する■型の形鋼材からなり、その上、下のフラン
ジ42.43が前記取付金具32.32に、ボルト止め
される。
The beam has flanges 42.4 above and below the vertical web 41.
The upper and lower flanges 42 and 43 are bolted to the mounting fittings 32 and 32, respectively.

前記取付金具32は、前記側面30に沿う垂直な固定片
33の中央部に前記側面30と直角に水平に張出す取付
片34を設けたT字状金具として形成される。
The mounting fitting 32 is formed as a T-shaped fitting in which a mounting piece 34 is provided in the center of a vertical fixing piece 33 along the side surface 30 and extends horizontally at right angles to the side surface 30.

又取付金具32−9は、各側面30−・−の上下に前記
取付片34−を同一高さにして前記固定片33の上下位
置で穿設された小孔を貫通する前記ネジ軸6と前記ナツ
ト23とによりボルト止めされる。
Moreover, the mounting bracket 32-9 has the screw shaft 6 and the screw shaft 6, which pass through small holes drilled at the upper and lower positions of the fixing piece 33 with the mounting pieces 34- at the same height on the upper and lower sides of each side surface 30-. It is bolted to the nut 23.

1つの側面30に上、下に配されてボルト止めされた前
記2つの取付金具32.32は、その上側の取付片34
の下面、他方の取付片34の上面のそれぞれに前記粱り
の上下フランジ42.43の上面、下面が当接するよう
に位置決めされ取付けられており、該2つの取付片34
.34と上下フランジ42.43をボルト止めすること
により、梁りは、2つの取付金具32.32を介して柱
体1に強固に固定される。
The two mounting brackets 32 and 32 arranged above and below one side surface 30 and bolted together are attached to the upper mounting piece 34.
The upper and lower flanges 42 and 43 of the casing are positioned and attached so that they are in contact with the lower surface of the upper and lower flanges 42 and the upper surface of the other mounting piece 34, respectively, and the two mounting pieces 34
.. 34 and the upper and lower flanges 42, 43 are bolted together, the beam is firmly fixed to the column 1 via the two fittings 32, 32.

なおネジ軸6の回り止めのために、第6図に示すように
ネジ軸6を形成するボルト14の頭部14Bを直接裏板
部材5の内面に溶着し固定してもよい。。
In order to prevent the screw shaft 6 from rotating, the head 14B of the bolt 14 forming the screw shaft 6 may be directly welded and fixed to the inner surface of the back plate member 5, as shown in FIG. .

さらに、第7図に示すように、ボルト14を溶着、固定
した裏板部材5を板部4の内面7に溶着することにより
形成することも出来る。本例では輸送時および上下の柱
体E1、E2の溶着時のボルト金具3仮付は用のナツト
23を必要としない。
Furthermore, as shown in FIG. 7, it can also be formed by welding the back plate member 5 to which the bolts 14 are welded and fixed to the inner surface 7 of the plate part 4. In this example, the nuts 23 are not required for temporarily attaching the bolt fittings 3 during transportation and when welding the upper and lower columns E1 and E2.

又裏板部材5にネジ軸6を直接溶着することによりボル
ト金具3を形成してもよい。
Alternatively, the bolt fitting 3 may be formed by directly welding the screw shaft 6 to the back plate member 5.

第8図は、梁取付は用の柱体の他の例を示す。FIG. 8 shows another example of a column for beam attachment.

第8図に示すものは前記裏板部材5aの外面における巾
は前記板部4aの内面7aの巾tbに等しく、その長辺
は外面から内面に向かって裏板部材5の巾が減少する方
向に斜め切りされている。これにより4つの裏板部材5
aは互いに干渉されずに柱基体2aの内面7aに当接さ
せうる。そして、裏板部材5aのボルト挿入孔13aと
、板部4aの透孔9aを位置合わせしてボルト14aを
内面から挿入し、該ボルト14aの頭部14bを裏板部
材5aに溶着して梁取付は用の柱体1aを形成している
。
In the case shown in FIG. 8, the width of the outer surface of the back plate member 5a is equal to the width tb of the inner surface 7a of the plate portion 4a, and the long side thereof is in the direction in which the width of the back plate member 5 decreases from the outer surface to the inner surface. It is cut diagonally. As a result, the four back plate members 5
a can be brought into contact with the inner surface 7a of the column base 2a without interfering with each other. Then, the bolt insertion hole 13a of the back plate member 5a and the through hole 9a of the plate part 4a are aligned, the bolt 14a is inserted from the inside, and the head 14b of the bolt 14a is welded to the back plate member 5a, and the beam A column 1a is used for mounting.

〔発明の効果〕〔Effect of the invention〕

このように、本発明の梁取付は用の柱体は、角鋼管から
なる柱基体の内面に梁を固定しうるネジ軸を突出させた
裏板部材を、該ネジ軸を柱基体に設けられた透孔に通し
つつ沿わせている。このため、嵩高部材がなく輸送を便
利とする他、建込み現地において溶接作業を排除でき、
生産性を高めかつ品質の安定化を図りうる。
As described above, the column for attaching a beam of the present invention has a back plate member with a screw shaft protruding from which the beam can be fixed to the inner surface of the column base made of a square steel pipe, and the screw shaft is provided on the column base. It is placed along the through hole. Therefore, there are no bulky parts, making transportation convenient, and welding work at the construction site can be eliminated.
It is possible to increase productivity and stabilize quality.

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

第1図は本発明の一実施例を示す正面図、第2図はその
要部を示す正面図、第3図はその平面図、第4図はボル
ト金具を示す斜視図、第5図はその作用を示す平面図、
第6図は他の実施例のボルト金具を示す側面図、第7図
は他の実施例を示す平面図、第8図は他の例を示す平面
図、第9図は従来技術を示す斜視図である。 2・・−柱基体、 3−・ボルト金具、 4−・板部5
・・・−裏板部材、 6−ネジ軸、 9− 透孔、八−
角鋼管、 B−・−孔部、 TA、・、−裏板部材の巾
、TB−一一一・内面の巾、 W・−裏板部材の厚さ。 特許出願人    ナショナル住宅産業株式会社代理人
 弁理士  苗   村       正第1 第7 図 tIs図 笛61!1 槁9図 /
Fig. 1 is a front view showing an embodiment of the present invention, Fig. 2 is a front view showing its main parts, Fig. 3 is a plan view thereof, Fig. 4 is a perspective view showing a bolt fitting, and Fig. 5 is a front view showing an embodiment of the present invention. A plan view showing its action,
Fig. 6 is a side view showing a bolt fitting of another embodiment, Fig. 7 is a plan view showing another embodiment, Fig. 8 is a plan view showing another example, and Fig. 9 is a perspective view showing the prior art. It is a diagram. 2--Column base, 3--Bolt fittings, 4--Plate portion 5
...-back plate member, 6-screw shaft, 9-through hole, 8-
Square steel pipe, B--hole, TA,...-width of back plate member, TB-111/width of inner surface, W--thickness of back plate member. Patent Applicant National Housing Industry Co., Ltd. Agent Patent Attorney Masaaki Naemura 1st Figure tIs Figure Flute 61!1 Figure 9/

Claims (1)

【特許請求の範囲】[Claims] 1 孔部を同巾の内面が囲む4つの板部を有する短尺の
角鋼管からなりかつ前記各板部に透孔を設けた柱基体、
および前記孔部に挿入されかつ各板部の前記内面に沿う
裏板部材に前記透孔を通りかつ前記柱基体に梁を固定す
るためのネジ軸を直交して突出したボルト金具からなる
とともに、前記裏板部材の巾を、前記内面の前記巾から
前記裏板部材の厚さの2倍を減じた長さよりも小とした
梁取付け用の柱体。
1. A column base made of a short square steel pipe having four plate parts each having a hole surrounded by an inner surface of the same width, and each plate part having a through hole;
and a bolt fitting that is inserted into the hole and extends through the through hole through the back plate member along the inner surface of each plate part and protrudes perpendicularly to the screw axis for fixing the beam to the column base; The width of the back plate member is smaller than the width of the inner surface minus twice the thickness of the back plate member.
JP18482790A 1990-07-11 1990-07-11 Pillar for beam mounting Expired - Lifetime JP2738879B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18482790A JP2738879B2 (en) 1990-07-11 1990-07-11 Pillar for beam mounting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18482790A JP2738879B2 (en) 1990-07-11 1990-07-11 Pillar for beam mounting

Publications (2)

Publication Number Publication Date
JPH0470439A true JPH0470439A (en) 1992-03-05
JP2738879B2 JP2738879B2 (en) 1998-04-08

Family

ID=16159993

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18482790A Expired - Lifetime JP2738879B2 (en) 1990-07-11 1990-07-11 Pillar for beam mounting

Country Status (1)

Country Link
JP (1) JP2738879B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8543992B2 (en) 2005-12-17 2013-09-24 Intel Corporation Method and apparatus for partitioning programs to balance memory latency
CN112343256A (en) * 2020-10-15 2021-02-09 中建三局第一建设工程有限责任公司 Construction method for prefabricating concrete-filled steel tube superposed frame column under reverse construction condition

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8543992B2 (en) 2005-12-17 2013-09-24 Intel Corporation Method and apparatus for partitioning programs to balance memory latency
CN112343256A (en) * 2020-10-15 2021-02-09 中建三局第一建设工程有限责任公司 Construction method for prefabricating concrete-filled steel tube superposed frame column under reverse construction condition
CN112343256B (en) * 2020-10-15 2021-12-10 中建三局第一建设工程有限责任公司 Construction method for prefabricating concrete-filled steel tube superposed frame column under reverse construction condition

Also Published As

Publication number Publication date
JP2738879B2 (en) 1998-04-08

Similar Documents

Publication Publication Date Title
US4577449A (en) Prefabricated structural connector for steel-frame buildings
JP6551954B2 (en) Pile foundation structure
JP2010281192A (en) Joint fitting, fixation fitting and fixing pin for building
JPH01322042A (en) Joint structure between closed cross-section column and steel beam
US20070234666A1 (en) Integral connectors in tubular beams for building structures
JPH0636082Y2 (en) House wall structure
JP2738879B2 (en) Pillar for beam mounting
JP3287807B2 (en) Beam assembly equipment
JP3159997B2 (en) Pillar joining equipment
JP3146284B2 (en) Column / beam joining equipment
JP4067194B2 (en) Wall panel mounting structure and mounting method
JPH0738486Y2 (en) Connection structure of columns and beams
JP2567573Y2 (en) Corner panel mounting structure
JPH0334136Y2 (en)
JPH05214767A (en) Pillar / column joint structure
JPS6321602Y2 (en)
JP2004068444A (en) Stiffening structure of building structural materials
JPH071377Y2 (en) Floor panel mounting structure to the beam
CN118087752A (en) Steel plate shear wall assembly and construction method
KR20230041879A (en) Non-welded H-beam connector bracket
JPH0367171B2 (en)
JP5006234B2 (en) Level difference elimination structure between beams and level difference elimination method between beams
JPH0497050A (en) Mounting construction of corner panel
JPH07324381A (en) Beam-column joint structure
JPH08312005A (en) Structure of structural material joint