JPH02136444A - Construction of composite structure consisting of precast reinforced concrete column and steel structural beam - Google Patents
Construction of composite structure consisting of precast reinforced concrete column and steel structural beamInfo
- Publication number
- JPH02136444A JPH02136444A JP28667688A JP28667688A JPH02136444A JP H02136444 A JPH02136444 A JP H02136444A JP 28667688 A JP28667688 A JP 28667688A JP 28667688 A JP28667688 A JP 28667688A JP H02136444 A JPH02136444 A JP H02136444A
- Authority
- JP
- Japan
- Prior art keywords
- column
- main reinforcement
- reinforced concrete
- steel
- sleeve
- 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
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
（産業上の利用分野）
本発明はプレキャスト鉄筋コンクリート柱と鉄骨梁とに
よる複合構造の構築方法に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for constructing a composite structure using precast reinforced concrete columns and steel beams.
（従来の技術）
柱は鉄筋コンクリート造、梁は鉄骨造とする複合構造は
梁が鉄骨造であるため、大スパン架構の構造物の場合に
は鉄筋コンクリート造の梁や、鉄骨鉄筋コンクリート造
の梁に比して経済的に設計できること、また柱について
は軸力をコンクリート断面で負担できるため、鉄骨造の
柱より経済的な設計となること、等の利点がある。(Conventional technology) In a composite structure where the columns are made of reinforced concrete and the beams are made of steel, the beams are made of steel. It has the advantages of being more economical to design than steel-framed columns because the axial force can be borne by the concrete cross section of the column.
またこのような複合構造においては、柱をプレキャスト
化することによって、現場での施工を鉄骨工事と同様に
行なうことができるため、柱を場所打ちコンクリートで
施工するよりも、現場作業が著しく簡略化される。In addition, in such composite structures, by precasting the columns, construction on site can be carried out in the same way as steel construction, so on-site work is significantly simpler than constructing columns with cast-in-place concrete. be done.
第９図は前記複合構造におけるプレキャスト化された柱
を示し、プレキャストコンクリート柱（ａ）の柱頭部近
傍より、鉄骨梁（ロ）が一体に突設されている。FIG. 9 shows a precast column in the composite structure, in which a steel beam (b) is integrally protruded from the vicinity of the column head of the precast concrete column (a).
図中（Ｃ）は柱頭部より上方に突設された柱主筋である
。In the figure, (C) is the column main reinforcement that protrudes upward from the column head.
（発明が解決しようとする課題）
このように鉄骨造の梁と一体となったプレキャストコン
クリート柱は、形状が複雑で、部材の製造、運搬に多く
の手間を必要とする。(Problems to be Solved by the Invention) Precast concrete columns integrated with beams of a steel frame structure have a complicated shape, and require a lot of effort to manufacture and transport the members.
またプレキャストコンクリート柱と鉄骨柱とが一体とな
っている場合、鉄骨がコンクリートで固め゛られている
ため、柱、梁の建方を行なう場合、通常の鉄骨フレーム
の建方に比して接合部の微調整が困難で、梁を高力ボル
トで接合する場合に難点があった。In addition, when a precast concrete column and a steel frame column are integrated, the steel frame is hardened with concrete, so when erecting the columns and beams, the joints are more difficult than when erecting a normal steel frame. It was difficult to fine-tune the beams, which caused problems when joining beams with high-strength bolts.
本発明は前記従来技術の有する問題点に鑑みて提案され
たもので、その目的とする処は、鉄筋コンクリート造の
柱と鉄骨梁とで構成された複合構造において、柱をプレ
キャスト化するとともに、柱、梁の接合を簡略化し、現
場作業の省力化、及び工期の短縮が図られる複合構造の
構築方法を提供する点にある。The present invention was proposed in view of the problems of the above-mentioned prior art, and its purpose is to precast the columns, and to The object of the present invention is to provide a method for constructing a composite structure that simplifies the joining of beams, saves on-site work, and shortens the construction period.
（課題を解決するための手段）
前記の目的を達成するため、本発明に係るプレキャスト
鉄筋コンクリート柱と鉄骨梁とによる複合構造の構築方
法は、柱頭部より柱主筋が突出されたプレキャスト鉄筋
コンクリート柱を所定位置に設置したのち、同社と同一
断面を有し、高さ方向の中央より端部鉄骨梁が一体に突
設され、且つ柱主筋位置に柱主筋貫通用スリーブが配設
されたプレキャストコンクリート柱、梁交差部材を前記
柱上に、同社より突出した柱主筋が前記スリーブを貫通
するように設置し、相隣る柱頭部の前記柱、梁交差部材
の端部鉄骨梁間に鉄骨梁を接合したのち、前記柱、梁交
差部材の柱主筋貫通用スリーブ内に無収縮モルタルをグ
ラウトするものである。(Means for Solving the Problem) In order to achieve the above-mentioned object, a method for constructing a composite structure using a precast reinforced concrete column and a steel beam according to the present invention includes a precast reinforced concrete column having a column main reinforcement protruding from the column head. After being installed at the location, the precast concrete column has the same cross section as the company's, has an end steel beam integrally protruding from the center in the height direction, and has a sleeve for penetrating the column main reinforcement installed at the column main reinforcement position, After installing the beam crossing member on the above-mentioned column so that the column main reinforcement protruding from the company passes through the sleeve, and joining the steel beam between the above-mentioned column of the adjacent column head and the end steel beam of the beam crossing member. , Non-shrinkage mortar is grouted into the sleeve for penetrating the column main reinforcement of the column and beam crossing member.
（作用）
本発明においては前記したように、柱と同一断面を有し
、高さ方向の中央より端部鉄骨梁が一体に突設され、且
つ柱主筋位置に柱主筋貫通用スリーブが配設されたプレ
キャスト柱、梁交差部材を予めプレキャスト鉄筋コンク
リート柱と別個に製作し、一方、同プレキャスト鉄筋コ
ンクリート柱は従来のように鉄骨梁を突設することなく
、柱頭部より柱主筋が突出された構造とする。(Function) As described above, in the present invention, the steel beam has the same cross section as the column, the end steel beam is integrally protruded from the center in the height direction, and the sleeve for penetrating the column main reinforcement is provided at the column main reinforcement position. The precast columns and beam crossing members were manufactured separately from the precast reinforced concrete columns in advance, and the precast reinforced concrete columns had a structure in which the main reinforcement of the column protruded from the column head instead of protruding steel beams as in the conventional method. do.
施工に際して、前記プレキャスト鉄筋コンクリート柱を
所定位置に設置したのち、同社の柱頭部に、前記柱、梁
交差部材を載架し、同社、梁交差部材の柱主筋貫通用ス
リーブに前記柱頭部より突出された柱主筋を貫通するこ
とによって、前記プレキャスト鉄筋コンクリート柱の柱
頭部に柱、梁交差部材がセットされる。During construction, after the precast reinforced concrete column was installed in a predetermined position, the column and beam crossing member were mounted on the column head of the company, and the sleeve for penetrating the column main reinforcement of the beam crossing member was protruded from the column head. By penetrating the column main reinforcement, the column and beam crossing members are set at the column head of the precast reinforced concrete column.
しかるのち相隣る前記プレキャスト鉄筋コンクリート柱
の各柱頭部に夫々設置された前記各社、梁交差部材の端
部鉄骨梁間に、鉄骨梁を接合し、しかるのち前記柱、梁
交差部材の柱主筋貫通用スリーブ内に無収縮モルタルを
グラウトして、同スリーブと前記プレキャスト鉄筋コン
クリート柱における柱主筋の上端突出部とを接合するこ
とにより、同社にその柱頭部に設置された前記柱、梁交
差部材を一体に接合し、かくして前記プレキャスト鉄筋
コンクリート柱と鉄骨梁とによる複合構造を構築するも
のである。Thereafter, the steel beams were connected between the end steel beams of the beam crossing members installed at the heads of each of the adjacent precast reinforced concrete columns, and then the steel beams were connected to the columns for penetrating the main reinforcement of the columns and beam crossing members. By grouting non-shrinkage mortar into the sleeve and joining the sleeve to the upper end protrusion of the column main reinforcement in the precast reinforced concrete column, the company was able to integrate the column and beam cross members installed at the column head. The precast reinforced concrete columns and steel beams are then connected to form a composite structure.
（実施例） 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
（Ａ）はプレキャスト鉄筋コンクリート柱（以下ＰＣ柱
と呼称する）で、柱頭部より柱主筋（１）が突出され、
柱脚部において柱主筋（１）の下端に柱主筋接合用スリ
ーブ（２）が取付けられている。（第２図及び第３図参
照）
（Ｂ）はプレキャストコンクリート柱、梁交差部材で、
（鉄骨梁成ｈ＋＋２Ｘスラブ厚さｈｚ）程度の高さＨを
有し、高さ方向の中央より端部鉄骨梁（Ｃ８）が岐出さ
れ、且つ柱主筋の位置には柱主筋貫通用スリーブ（３）
が埋設されている。 （第４図参照）なお端部鉄骨梁（
Ｃ１）が挿入された前記柱、梁交差部材（Ｂ）の内部は
、鉄骨に生じる応力がコンクリート断面に伝えられるよ
うに、鉄筋で十分に補強されている。(A) is a precast reinforced concrete column (hereinafter referred to as a PC column), with a column main reinforcement (1) protruding from the column head.
A column main reinforcement connecting sleeve (2) is attached to the lower end of the column main reinforcement (1) at the column base. (See Figures 2 and 3) (B) is a precast concrete column and beam cross member.
It has a height H of approximately (steel beam growth h++2X slab thickness hz), an end steel beam (C8) branches out from the center in the height direction, and a column main reinforcement penetration sleeve ( 3)
is buried. (See Figure 4) The end steel beam (
The inside of the column/beam crossing member (B) into which C1) is inserted is sufficiently reinforced with reinforcing bars so that the stress generated in the steel frame is transmitted to the concrete cross section.
而して第５図及び第６図に示すように、所定位置におい
て、前記ＰＣ柱（Ａ）を、その柱脚部に内蔵されている
前記スリーブ（２）に床（Ｄ）上の柱位置から突出した
下部柱の柱主筋（１）が挿入するように設置する。As shown in FIGS. 5 and 6, at a predetermined position, the PC column (A) is attached to the sleeve (2) built in the column base at the column position on the floor (D). Install so that the column main reinforcement (1) of the lower column protruding from the column is inserted.
図中（４）は敷モルタルである。In the figure (4) is the mortar.
ＰＣ柱（＾）を設置した直後、または後述のように鉄骨
梁の取付けが完了したのち、第２図に示すように柱主筋
接合用スリーブ（２）内に無収縮モルタル（５）ｔグラ
ウトして柱主筋（１）を接合する。Immediately after installing the PC column (^) or after completing the installation of the steel beam as described below, grout non-shrinkage mortar (5) into the sleeve for connecting the column main reinforcement (2) as shown in Figure 2. to connect the column main reinforcement (1).
かくして柱の建方が完了したのち、第７図及び第８図に
示すように、ＰＣ柱（Ａ）上に前記柱、梁交差部材（Ｂ
）を、ＰＣ柱（Ａ）の柱頭部より突出した柱主筋（１）
が柱貫通用スリーブ（３）を貫通するように設置する。After completing the erection of the pillars, as shown in FIGS. 7 and 8, the pillar and beam crossing members (B
) is the column main reinforcement (1) that protrudes from the column head of the PC column (A).
is installed so that it passes through the column penetration sleeve (3).
図中（６）は敷モルタルまたはグラウトである。In the figure, (6) is mortar or grout.
かくして前記柱、梁交差部材（Ｂ）の建方が完了したの
ち、第１図に示すように相隣るＰＣ柱（Ａ）の柱頭部に
設置された前記柱、梁交差部材（Ｂ）の端部鉄骨梁（Ｃ
９）間に、鉄骨梁（Ｃハを溶接、ボルト接合等によって
接合する。After completing the erection of the column/beam intersection member (B), as shown in Figure 1, the column/beam intersection member (B) installed on the column head of the adjacent PC column (A) is completed. End steel beam (C
9) In between, connect the steel beams (C) by welding, bolting, etc.
更に鉄骨梁（Ｃ８）の取付完了後、前記柱、梁交差部材
（Ｂ）の柱主筋貫通用スリーブ（３）内にも無収縮モル
タル（７）をグラウトして、ＰＣ柱（Ａ） とプレキャ
ストコンクリート柱、梁交差部材（Ｂ）とを−体化する
。Furthermore, after the installation of the steel beam (C8) is completed, non-shrinkage mortar (7) is also grouted into the sleeve (3) for penetrating the column main reinforcement of the column and beam intersection member (B), and precast with the PC column (A). Concrete columns and beam crossing members (B) are assembled.
前記各鉄骨梁（ＣＩ） ＜Ｃｔ）を高力ボルトで接合す
る場合には両者の位置の微調整が必要となるが、前記柱
、梁交差部材（Ｂ）の主筋貫通用スリーブ（３）と柱主
筋（１）との間には間隙があるので、前記鉄骨梁のボル
ト接合時の微調整が容易に行なわれる。When joining each of the above-mentioned steel beams (CI) <Ct) with high-strength bolts, fine adjustment of the positions of both is required. Since there is a gap between the column main reinforcement (1), fine adjustments can be easily made when bolting the steel beam.
前記したように、ＰＣ柱（＾）、プレキャストコンクリ
ート柱、梁交差部材（Ｂ）及び鉄骨梁ＣＣｔ＞の組立が
完了したのち、床板の取付作業を行ない、以下前記の工
程を繰返して上階の建方を行なう。As mentioned above, after the assembly of the PC columns (^), precast concrete columns, beam cross members (B), and steel beams CCt> has been completed, the floor plates are installed, and the above steps are repeated to install the upper floors. Perform construction.
（発明の効果）
本発明によれば前記したように、柱と同一断面を有し、
高さ方向の中央より端部鉄骨梁が一体に突設され、且つ
柱主筋位置に柱主筋貫通用スＩＪ−ブが配設されたプレ
キャストコンクリート柱、梁交差部材を、プレキャスト
鉄筋コンクリート柱とは別個に製作し、同社を所定位置
に設置したのち、柱頭部に接合するようにしたので、コ
ンクリート柱部と鉄骨造の梁とが一体となった従来のプ
レキャスト鉄筋コンクリート柱に比して、部材の形状が
複雑でなくなり、製造、運搬が容易で部材コストが低減
される。(Effects of the Invention) According to the present invention, as described above, it has the same cross section as the column,
Separately from the precast reinforced concrete column, precast concrete columns and beam crossing members with end steel beams integrally protruding from the center in the height direction and IJ-bums for penetrating the column main reinforcements are installed at the column main reinforcement positions. The structure of the precast reinforced concrete column is significantly different from the conventional precast reinforced concrete column in which the concrete column and the steel beam are integrated. is less complicated, easier to manufacture and transport, and lower component costs.
更に本発明によれば前記柱、梁交差部材を前記柱の柱頭
部に設置する際、同社頭部より突出した柱主筋を前記柱
、梁交差部材の柱主筋貫通用スリーブに貫通せしめ、相
隣る柱頭部の前記柱、梁交差部材の端部鉄骨梁間に鉄骨
梁を接合したのち、前記スリーブに無収縮モルタルをグ
ラウトするようにしたので、前記柱及び柱、梁交差部材
が一体化され、延いては鉄骨梁が柱に一体に接合される
。Furthermore, according to the present invention, when installing the column/beam crossing member at the head of the column, the column main reinforcement protruding from the head is passed through the column main reinforcement penetration sleeve of the column/beam crossing member, and After joining the steel beam between the end steel beams of the column head and the beam crossing member, the sleeve is grouted with non-shrinkage mortar, so that the column and the beam crossing member are integrated. In turn, the steel beams are integrally joined to the columns.
またこの際前記柱、梁交差部材の柱主筋貫通用スリーブ
と前記柱主筋との間の間隙によって、鉄骨梁のボルト接
合時の微調整が容易に行なわれる。Further, at this time, due to the gap between the sleeve for penetrating the column main reinforcement of the column/beam crossing member and the column main reinforcement, fine adjustment at the time of bolt connection of the steel beam can be easily performed.
更に本発明によれば、梁部分には鉄筋継手やコンクリー
ト打設の作業がないため、床板の設置後、直ちに上階の
フレームを組立てることができるため、工期が、著しく
短縮され、また現場労務の省力化が図られる。Furthermore, according to the present invention, since there is no reinforcing bar joints or concrete pouring work on the beams, the upper floor frame can be assembled immediately after the floorboards are installed, which significantly shortens the construction period and reduces on-site labor. This will result in labor savings.
第１図は本発明の方法によって構築されたプレキャスト
鉄筋コンクリート柱と鉄骨梁とによる複合構造を示す正
面図、第２図は前記柱の柱頭部及び柱脚部を示す縦断面
図、第３図は同社の斜視図、第４図はプレキャストコン
クリート柱、梁交差部材の斜視図、第５図乃至第８図は
本発明の方法の工程を示す正面図、第９図は従来の鉄骨
梁付きプレキャストコンクリート複合柱の斜視図である
。
（八）・・−プレキャスト鉄筋コンクリート柱（Ｂ）・
・−プレキャストコンクリート柱、梁交差部材
（ＣＩ）’−一端部鉄骨梁 （Ｃｔ）・・−鉄骨梁（
１）・−・柱主筋
（３）−柱主筋貫通用スリーブ
（７）・−・無収縮モルタル
代理人 弁理士 岡 本 重 文
外２名
第３図
第５図
」ユヱノ
第４図
第６図FIG. 1 is a front view showing a composite structure made of precast reinforced concrete columns and steel beams constructed by the method of the present invention, FIG. 2 is a longitudinal cross-sectional view showing the column head and column base of the column, and FIG. A perspective view of the company, Figure 4 is a perspective view of a precast concrete column and a beam crossing member, Figures 5 to 8 are front views showing the steps of the method of the present invention, and Figure 9 is a conventional precast concrete with steel beam. FIG. 2 is a perspective view of a composite column. (8)...-Precast reinforced concrete column (B)
・-Precast concrete column, beam cross member (CI)'-One end steel beam (Ct)...-Steel beam (
1) - Column main reinforcement (3) - Column main reinforcement penetration sleeve (7) - Non-contraction mortar agent Patent attorney Shige Okamoto 2 people outside of the text Figure 3 Figure 5 Yueno Figure 4 Figure 6
Claims (1)
リート柱を所定位置に設置したのち、同柱と同一断面を
有し、高さ方向の中央より端部鉄骨梁が一体に突設され
、且つ柱主筋位置に柱主筋貫通用スリーブが配設された
プレキャストコンクリート柱、梁交差部材を前記柱上に
、同柱より突出した柱主筋が前記スリーブを貫通するよ
うに設置し、相隣る柱頭部の前記柱、梁交差部材の端部
鉄骨梁間に鉄骨梁を接合したのち、前記柱、梁交差部材
の柱主筋貫通用スリーブ内に無収縮モルタルをグラウト
することを特徴とするプレキャスト鉄筋コンクリート柱
と鉄骨梁とによる複合構造の構築方法。After installing a precast reinforced concrete column with a column main reinforcement protruding from the column head in a predetermined position, it has the same cross section as the column, an end steel beam is integrally installed from the center in the height direction, and the column main reinforcement position is installed. A precast concrete column is provided with a sleeve for penetrating the column main reinforcement, and a beam crossing member is installed on the column so that the column main reinforcement that protrudes from the column passes through the sleeve, and the column of the adjacent column head is installed. , by a precast reinforced concrete column and a steel beam, characterized in that after the steel beam is joined between the end steel beams of the beam intersection member, non-shrinkage mortar is grouted into the sleeve for penetrating the column main reinforcement of the column and beam intersection member. How to build composite structures.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28667688A JPH02136444A (en) | 1988-11-15 | 1988-11-15 | Construction of composite structure consisting of precast reinforced concrete column and steel structural beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28667688A JPH02136444A (en) | 1988-11-15 | 1988-11-15 | Construction of composite structure consisting of precast reinforced concrete column and steel structural beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02136444A true JPH02136444A (en) | 1990-05-25 |
Family
ID=17707523
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP28667688A Pending JPH02136444A (en) | 1988-11-15 | 1988-11-15 | Construction of composite structure consisting of precast reinforced concrete column and steel structural beam |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02136444A (en) |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04203148A (en) * | 1990-11-30 | 1992-07-23 | Shimizu Corp | Precast concrete method for reinforced concrete column in bridge structure |
| JPH05148900A (en) * | 1991-11-26 | 1993-06-15 | Tokyu Constr Co Ltd | Composite construction of building |
| JPH05148899A (en) * | 1991-11-26 | 1993-06-15 | Tokyu Constr Co Ltd | Method of composite structural building structure |
| JPH06264511A (en) * | 1993-03-15 | 1994-09-20 | Taisei Corp | Pressure joining work method for post and beam |
| JPH08135015A (en) * | 1994-11-08 | 1996-05-28 | Tokyu Constr Co Ltd | Connection structure of column and beam and connection method thereof |
| JPH08144425A (en) * | 1994-11-18 | 1996-06-04 | Ohbayashi Corp | Prefabricated member of mixed structure and construction method of mixed structure |
| JP2016098586A (en) * | 2014-11-23 | 2016-05-30 | 株式会社安藤・間 | Reinforced concrete column-steel beam joint member and manufacturing method thereof and building construction method |
| CN106320607A (en) * | 2016-08-10 | 2017-01-11 | 天津大学建筑设计研究院 | Manufacturing method of assembly type prefabricated superposed beam with steel structure connection joints |
| JP2017008603A (en) * | 2015-06-23 | 2017-01-12 | 大和ハウス工業株式会社 | Formwork |
| JP2017137625A (en) * | 2016-02-01 | 2017-08-10 | 株式会社Ｉｈｉ建材工業 | Connection member and connection structure |
| JP2018150770A (en) * | 2017-03-15 | 2018-09-27 | 大成建設株式会社 | Column-beam frame using hollow precast concrete column and building structure provided with the column-beam frame |
| CN110359564A (en) * | 2019-06-27 | 2019-10-22 | 南华大学 | A kind of connection method of reaming strengthening thimble tube FRP Structure Beam-column node |
| CN110359565A (en) * | 2019-06-27 | 2019-10-22 | 南华大学 | A kind of reaming strengthening thimble tube FRP Structure Beam-column node |
| CN110359566A (en) * | 2019-06-27 | 2019-10-22 | 南华大学 | A kind of bolt is glued the construction method of casing reamer type FRP Structure Beam-column node |
| JP2022012548A (en) * | 2020-07-01 | 2022-01-17 | 株式会社安藤・間 | Precast concrete column structure, and construction method of the same |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01287336A (en) * | 1988-05-13 | 1989-11-20 | Shimizu Corp | Steel frame reinforced concrete lamination construction |
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1988
- 1988-11-15 JP JP28667688A patent/JPH02136444A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01287336A (en) * | 1988-05-13 | 1989-11-20 | Shimizu Corp | Steel frame reinforced concrete lamination construction |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04203148A (en) * | 1990-11-30 | 1992-07-23 | Shimizu Corp | Precast concrete method for reinforced concrete column in bridge structure |
| JPH05148900A (en) * | 1991-11-26 | 1993-06-15 | Tokyu Constr Co Ltd | Composite construction of building |
| JPH05148899A (en) * | 1991-11-26 | 1993-06-15 | Tokyu Constr Co Ltd | Method of composite structural building structure |
| JPH06264511A (en) * | 1993-03-15 | 1994-09-20 | Taisei Corp | Pressure joining work method for post and beam |
| JPH08135015A (en) * | 1994-11-08 | 1996-05-28 | Tokyu Constr Co Ltd | Connection structure of column and beam and connection method thereof |
| JPH08144425A (en) * | 1994-11-18 | 1996-06-04 | Ohbayashi Corp | Prefabricated member of mixed structure and construction method of mixed structure |
| JP2016098586A (en) * | 2014-11-23 | 2016-05-30 | 株式会社安藤・間 | Reinforced concrete column-steel beam joint member and manufacturing method thereof and building construction method |
| JP2017008603A (en) * | 2015-06-23 | 2017-01-12 | 大和ハウス工業株式会社 | Formwork |
| JP2017137625A (en) * | 2016-02-01 | 2017-08-10 | 株式会社Ｉｈｉ建材工業 | Connection member and connection structure |
| CN106320607A (en) * | 2016-08-10 | 2017-01-11 | 天津大学建筑设计研究院 | Manufacturing method of assembly type prefabricated superposed beam with steel structure connection joints |
| JP2018150770A (en) * | 2017-03-15 | 2018-09-27 | 大成建設株式会社 | Column-beam frame using hollow precast concrete column and building structure provided with the column-beam frame |
| CN110359564A (en) * | 2019-06-27 | 2019-10-22 | 南华大学 | A kind of connection method of reaming strengthening thimble tube FRP Structure Beam-column node |
| CN110359565A (en) * | 2019-06-27 | 2019-10-22 | 南华大学 | A kind of reaming strengthening thimble tube FRP Structure Beam-column node |
| CN110359566A (en) * | 2019-06-27 | 2019-10-22 | 南华大学 | A kind of bolt is glued the construction method of casing reamer type FRP Structure Beam-column node |
| JP2022012548A (en) * | 2020-07-01 | 2022-01-17 | 株式会社安藤・間 | Precast concrete column structure, and construction method of the same |
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