JPH01235743A - Prestressed rpc construction work and pc column with prestressed beam - Google Patents
Prestressed rpc construction work and pc column with prestressed beamInfo
- Publication number
- JPH01235743A JPH01235743A JP6044888A JP6044888A JPH01235743A JP H01235743 A JPH01235743 A JP H01235743A JP 6044888 A JP6044888 A JP 6044888A JP 6044888 A JP6044888 A JP 6044888A JP H01235743 A JPH01235743 A JP H01235743A
- Authority
- JP
- Japan
- Prior art keywords
- column
- prestressed
- rpc
- beams
- joint
- 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
Links
- 238000010276 construction Methods 0.000 title claims abstract description 28
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 239000000463 material Substances 0.000 claims description 36
- 239000004567 concrete Substances 0.000 claims description 13
- 238000004519 manufacturing process Methods 0.000 claims description 7
- 238000000034 method Methods 0.000 abstract description 4
- 238000003908 quality control method Methods 0.000 abstract description 4
- 230000003014 reinforcing effect Effects 0.000 abstract description 4
- 230000002787 reinforcement Effects 0.000 description 15
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は高層ラーメン構造のプレストレス化に係るプレ
ストレス化ＲＰＣ工法およびプレストレス化梁付ＰＣ柱
材に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a prestressing RPC construction method and a prestressing beam-attached PC column material for prestressing a high-rise rigid frame structure.
（従来の技術〕
従来よりＲＰＣ（ラーメンｅプレキャストーコンクリー
ト）工法が、ことに高層建築において用いられており、
第８図に示すように、コンクリート製のＰＣ（プレキャ
スト自コンクリート）柱材（５０）とＰＣ梁材（５１）
を別体に構成するとともに、まず全てのＰＣ柱材（５０
）を建てておき、該ＰＣ柱材（５０）間にＰＣ梁材（５
１）を架設して構築するものである。(Conventional technology) The RPC (Ramen e-precast concrete) construction method has been used in the past, especially in high-rise buildings.
As shown in Figure 8, concrete PC (precast self-concrete) column material (50) and PC beam material (51)
At the same time, all PC pillars (50
), and then install PC beams (50) between the PC pillars (50).
1) will be constructed by erecting.
一般にラーメン構造の建築物の場合、ことにＲＰＣ工法
では梁材と柱材の接合部（矢印Ａ）に応力集中が生じ、
建築物の耐力は柱および梁材の端部の曲げ耐力によって
決定する場合が多い、したがって全体の耐力を増強する
場合には、ＰＣ柱材およびＰＣ梁材（５１）の該接合部
の鉄筋量（本数）を増大し、配筋に必要な間隔を確保す
るために部材の断面積を大きくしている。In general, in the case of buildings with rigid frame structures, stress concentration occurs at the joints between beams and columns (arrow A), especially when using the RPC method.
The strength of a building is often determined by the bending strength of the ends of columns and beams. Therefore, when increasing the overall strength, the amount of reinforcing bars at the joints of the PC columns and beams (51) (number) and the cross-sectional area of the members is increased in order to secure the necessary spacing for reinforcement.
したがって従来のＲＰＣ工法ではＰＣ柱材とＰＣ梁材の
接合部における柱筋または梁筋の収まりによって部材の
断面積が増大するため、建築物の有効空間が小さくなる
とともに、ＰＣ柱材にお°いて梁受用顎構造を検討しな
ければならないものであった。また上記従来のＲＰＣ工
法では、ＰＣ柱材（５０）とＰＣ梁材（５１）の接合部
が現場打設のコンクリートであり、施工状態によって施
工後の強度が安定しないため、さらに核部の部材断面が
大きくなり、在来工法と比較して必ずしも経済的とはい
えない問題を有していた。Therefore, in the conventional RPC construction method, the cross-sectional area of the member increases due to the fit of the column reinforcement or beam reinforcement at the joint between the PC column material and the PC beam material, which reduces the effective space of the building and increases the Therefore, the jaw structure for supporting the beam had to be considered. In addition, in the conventional RPC construction method described above, the joint between the PC pillar material (50) and the PC beam material (51) is made of concrete cast on site, and the strength after construction is not stable depending on the construction condition. This had the problem that the cross section was larger and it was not necessarily economical compared to conventional construction methods.
本発明は上記問題に鑑みてなされたもので、接合部耐力
の信頼性が高く、部材の断面積を小さくすることが可能
なプレストレス化ＲＰＣ工法を提唱することを目的とす
るものである。The present invention has been made in view of the above problems, and aims to propose a prestressed RPC construction method that has high reliability in joint strength and can reduce the cross-sectional area of members.
本発明に係るプレストレス化ＦＩＰＣ工法およびプレス
トレス化梁付ＰＣ柱材は、工場生産によってあらかじめ
成形したコンクリート柱材および梁材を現場で組み立て
るＲＰＣ工法に使用するＰＣ柱材において、ＰＣ柱材の
梁材架設箇所に梁材端部を構成する梁基部突起を一体的
に成形し、該梁材ＰＣ柱材の柱部と梁部接合部位にプレ
ストレス化した複数のＰＣ鋼棒をインサートして得るこ
とを要旨とするものである。該プレストレス化した各Ｐ
Ｃｗ４棒は、梁材ＰＣ柱材の柱部と梁部接合部位にイン
サートしたシース管に内挿した構造にしておき、シース
管に挿入後、ｕＰｃ鋼棒にプレストレスを導入すること
もできる。The prestressed FIPC construction method and the prestressed PC column with beams according to the present invention are PC columns used in the RPC construction method where pre-formed concrete columns and beams are assembled on site by factory production. A beam base protrusion that constitutes the end of the beam is integrally formed at the location where the beam is to be erected, and a plurality of prestressed PC steel bars are inserted into the column and beam joints of the PC column of the beam. The purpose is to obtain the following information. Each prestressed P
The Cw4 rod can be inserted into a sheath tube inserted into the joint between the column and the beam of the PC column, and after being inserted into the sheath tube, prestress can be introduced into the uPc steel rod.
また、本発明は工場生産によってあらかじめ成形したコ
ンクリート柱材および梁材を、現場においてまずＰＣ柱
材を建てておき、該ＰＣ柱材間にＰＣ梁材を架設して構
築するＲＰＣ工法において、ＰＣ柱材としてＰＣ柱材の
梁材架設箇所に梁材端部を構成する梁基部突起を一体的
に成形し、該梁材ＰＣ柱材の柱部と梁部接合部位にプレ
ストレス化した複数のＰＣ鋼棒をインサートしてなるプ
レストレス化梁付ＰＣ柱材を使用するプレストレス化Ｒ
ＰＣ工法を提唱することを要旨とするものである。In addition, the present invention uses concrete columns and beams pre-formed by factory production in the RPC construction method in which PC columns are first erected on site and PC beams are erected between the PC columns. A beam base protrusion constituting the end of the beam is integrally molded at the beam erection location of the PC column as a column material, and a plurality of prestressed beams are formed at the column and beam joint portions of the PC column. Prestressed R using prestressed beam-attached PC column material with PC steel rod inserted
The purpose of this project is to advocate the PC construction method.
柱部と梁部の接合部にプレストレスを４人したＰＣ鋼棒
を配設したことによって、該接合部を現場施工によって
構築する必要がなく、ＰＣ柱材に梁材の基部を一体に突
設した構造になるため、梁材の架設が容易になる。また
工場生産による品質管理によって安定した強度を保証す
ることができ、しかも該接合部がプレストレス化しであ
るため、配筋量を少なくすることが可能となり、従来の
ＲＰＣ工法より部材断面を小さくすることができる。By placing four prestressed PC steel bars at the joint between the column and the beam, there is no need to construct the joint on-site, and the base of the beam can be integrally inserted into the PC column. Since the structure has a fixed structure, it is easier to erect the beams. In addition, stable strength can be guaranteed through quality control through factory production, and since the joints are prestressed, it is possible to reduce the amount of reinforcement, making the cross section of the member smaller than with conventional RPC construction methods. be able to.
以下、本発明に係るプレストレス化ＲＰＣ工法の一実施
例を図面にしたがって説明する。An embodiment of the prestressed RPC construction method according to the present invention will be described below with reference to the drawings.
第１図は梁材ＰＣ内柱材（１）の一部切欠した正面図を
示すものであり、柱部（２）の所定位置にはそれぞれ背
向して対をなす梁基部突起（３）（３）を突設するよう
に、コンクリートによって工場生産する。該梁材ＰＣ内
柱材（＋）は、柱部（２）に投手力向に延びる社主筋（
４）（４）・ＩＩのを配筋するとともに、両梁基部突起
（３）（３）にわたって梁主筋（５）（５）拳・嗜を配
筋してなる。また該両梁基部突起（３）（３）には両端
に貫通したシース管（８）（１１）・・・がインサート
成形してあり、該各端面（７）に固設した載荷板兼用ガ
セットプレート（８）の基板部（３）間を、上記各シー
ス管（６）を貫通したＰＣＷ４棒（ｌＯ）によって緊締
連繋してなるもので、該各ＰＣ鋼棒（ｌＯ）は引張り方
向にプレストレス化しである。Figure 1 shows a partially cutaway front view of the inner column (1) of the beam PC, and there are two beam base protrusions (3) at predetermined positions on the column (2), which face each other and form a pair. (3) is manufactured in a factory using concrete so that it protrudes. The inner column material (+) of the beam material PC has a main bar (+) extending in the direction of the pitcher's force in the column part (2).
4) In addition to arranging the reinforcements in (4) and II, the main beam reinforcements (5) and (5) are arranged across both beam base protrusions (3) and (3). In addition, sheath tubes (8), (11), etc. penetrating both ends of the beam base protrusions (3) (3) are insert-molded, and a gusset that also serves as a loading plate is fixed to each end surface (7). The substrate portions (3) of the plates (8) are tightly connected by four PCW rods (lO) that pass through each of the sheath tubes (6), and each of the PC steel rods (lO) is pre-stretched in the tensile direction. It's stressful.
第２図は梁材ＰＣ外柱材（１１）の一部切欠した正面図
を示すものであり、柱部（１２）の所定位置に梁基部突
起（１３）を突設するように、コンクリートによって工
場生産する。該梁材ＰＣ内柱材（１１）は、柱部（１２
）に投手力向に延びる柱筋（１４）（１４）・・・を配
筋するとともに、梁基部突起（１３）に梁筋（１５）（
１５）・・・を配筋してなる。また該梁材ＰＣ内柱材（
１１）には梁基部突起（３）と該部材部（１２）の側面
に貫通したシース管（ｌｅ）（１Ｂ）・・・がインサー
ト成形してあり、該梁基部突起（１３）の端面（１７）
に固設した載荷板兼用ガセットプレート（１８）の基板
部（１９）と柱部（１２）の側面に固設したガセットプ
レート（２１）間を、上記各シース管（１Ｂ）を貫通し
たＰＣ鋼棒（２０）によって緊締連繋してなるもので、
該各ＰＣＩ棒（２０）は前記鋼棒（ｌＯ）と同様に引張
り方向にプレストレス化しである。Figure 2 shows a partially cutaway front view of the beam PC outer column material (11), in which the beam base protrusion (13) is installed in a predetermined position on the column part (12) with concrete. Factory produced. The beam PC inner column material (11) has a column part (12
) are arranged with column reinforcements (14) (14)... extending in the direction of the pitcher's force, and beam reinforcements (15) (
15) It is made by placing reinforcement. In addition, the beam material PC inner column material (
11) is insert-molded with a sheath tube (le) (1B) that penetrates the beam base projection (3) and the side surface of the member portion (12), and the end surface ( 17)
A PC steel sheet passed through each of the sheath pipes (1B) is inserted between the substrate part (19) of the gusset plate (18) which is fixed to the loading plate and the gusset plate (21) which is fixed to the side surface of the column part (12). It is tightly connected by a rod (20),
Each of the PCI rods (20) is prestressed in the tensile direction like the steel rod (lO).
第３図は前記梁基部突起（３）（１３）の端面（７）（
１７）間に架設するＰＣ大梁（２２）を示すものであり
、投手力向に梁筋（２３）を配設するとともに、両端に
前記載荷板兼用ガセットプレー） （８）（ｉｓ）の連
結突起部とボルト・ナツト（２０を介して緊締接続する
載荷板（２５）を突設してなる。Figure 3 shows the end surfaces (7) (
17) This shows the PC girder (22) installed between them, with beam reinforcements (23) arranged in the direction of the pitcher's force, and the connecting protrusion of (8) (is) (gusset play that also serves as the load plate) at both ends. A loading plate (25) is protrudingly provided to be tightly connected to the part through bolts and nuts (20).
本発明は、工場であらかじめ生産した前記梁材ｐｃ内柱
材（１）と梁材ＰＣ外柱材（１１）およびＰＣ大梁（２
２）の組み立てによってラーメン構造を構築するもので
あり、つぎに第４図ないし第６図にしたがってプレスト
レス化ＲＰＣ工法を説明する。The present invention provides the beam PC inner column material (1), the PC beam outer column material (11), and the PC girder (2) which are produced in advance at a factory.
A rigid frame structure is constructed by assembling 2). Next, the prestressing RPC method will be explained according to FIGS. 4 to 6.
前記ｐｃ内柱材（１）とｐｃ外柱材（１１）は、所要コ
ンクリート強度を確認してＰＣ鋼棒（１０）（２０）に
プレストレスを導入し、−品検査の後、工事現場に搬送
する。For the PC inner column material (1) and PC outer column material (11), after confirming the required concrete strength, prestress is introduced into the PC steel rods (10) and (20), and after product inspection, they are delivered to the construction site. transport.
梁材ＰＣ内柱材（１）と梁材ｐｃ外柱材（１１）は、従
来のＲＰＣ工法と同様の建て方で行ない、柱材を延長す
る場合のジ筺インド部（矢印Ｂ）は、端部から突出した
柱主筋（４）を互いに溶接固着するとともに、該部間隙
に高強度モルタル（２Ｂ）を注入固化して接続する。The PC beam PC inner column (1) and the PC beam outer column (11) are constructed in the same way as the conventional RPC construction method, and when extending the column, the inner part of the enclosure (arrow B) is as follows: The main pillar reinforcements (4) protruding from the ends are welded and fixed to each other, and high-strength mortar (2B) is injected into the gap and hardened to connect them.
しかる後、梁材ＰＣ内柱材（１）と梁材ＰＣ外柱材（１
１）または、両梁付ＰＣ内柱材（１０１）の対向した梁
基部突起（３）（＋３）間に、ＰＣ大梁（２２）をその
両端に突設した載荷板（２５）（２５）によって架設す
るもので、該載荷板（２５）を載荷板兼用ガセットプレ
ート（８）（＋８）の連結突起部とボルト・ナツト（２
４）を介して緊締接続する。After that, the beam PC inner column material (1) and the beam PC outer column material (1)
1) Or by loading plates (25) (25) with PC girders (22) protruding from both ends between the opposing beam base protrusions (3) (+3) of the PC inner column material (101) with both beams. The loading plate (25) is connected to the connecting protrusion of the gusset plate (8) (+8) that also serves as the loading plate and the bolt/nut (2).
4) Tighten the connection via.
つぎに該ラーメン構造の骨組みに床板材と壁板材を取り
付け、ジ璽インドコンクリ−） （２７）を打設し、構
築を完了する。Next, floorboard materials and wallboard materials are attached to the frame of the rigid frame structure, and a cast Indian concrete (27) is poured to complete the construction.
第７図に示すＮｕ−Ｍｕ曲線は、通常の梁耐力とプレス
トレスを導入した場合の梁耐力を比較するものであり、
本発明では梁材ＰＣ内柱材（１）と梁材ＰＣ外柱材（１
１）の梁基部突起（３）（１３）接合部にＰＣ鋼棒（１
０）（２０）をプレストレス化して内挿したことによっ
て、該接合部の耐力を増強することができることはいう
までもない、また、該接合部の構成はプレキャストφコ
ンクリートによって工場内で生産することができるため
、品質管理を確実に行なうことができ、安定した強度を
保証するものである。したがって該接合部の配筋量を減
することが可能となり、部材の断面積を小さくすること
ができる。The Nu-Mu curve shown in Figure 7 compares the normal beam strength and the beam strength when prestress is introduced.
In the present invention, the beam PC inner column material (1) and the beam PC outer column material (1)
Attach the PC steel rod (1) to the joint of the beam base protrusion (3) (13) of (1)
It goes without saying that by prestressing and interpolating 0)(20), the strength of the joint can be increased.Also, the structure of the joint is produced in the factory using precast φ concrete. This allows for reliable quality control and guarantees stable strength. Therefore, it is possible to reduce the amount of reinforcement at the joint, and the cross-sectional area of the member can be reduced.
以上述べたように本発明に係るプレストレス化ＲＰＣ工
法およびプレストレス化梁付ＰＣ柱材は、従来のＰＣ柱
材に梁材の基部を一体に突設するとともに、柱部と梁部
の接合部にプレストレスを導入したｐｃｍ棒を配設した
ことによって、該接合部を現場施工によって構築する必
要がなく。As described above, the prestressed RPC construction method and the prestressed beam-attached PC column material according to the present invention provide the base of the beam integrally protruding from the conventional PC column material, and the connection between the column part and the beam part. By arranging the prestressed PCM rod in the joint, there is no need to construct the joint by on-site construction.
工場生産による品質管理によって安定した強度を保証す
ることができ、る、しかも該接合部がプレストレス化し
であるため、鉄筋の配筋数を少なくすることが可能とな
り、従来のＲＰＣ工法より部材断面を小さくすることが
できることから、有効な建築空間を拡張することができ
る。また、本発明の建築工法によれば、プレストレス化
した接合部を構成することによって、引張力を生じる外
柱材もＰＣ化することができるとともに、柱材と梁材が
接合しであるため、建方時（架設時）において補強を少
なくすることが可能である。Stable strength can be guaranteed through quality control through factory production, and since the joints are prestressed, it is possible to reduce the number of reinforcing bars, and the cross-section of the member can be reduced compared to the conventional RPC method. Since it can be made smaller, the effective architectural space can be expanded. Furthermore, according to the construction method of the present invention, by constructing a prestressed joint, the outer column material that generates tensile force can also be made of PC, and since the column material and the beam material are bonded together, , it is possible to reduce reinforcement during erection (erecting).
第１図は本発明に係るプレストレス化ＲＰＣ工法に使用
する梁材ＰＣ内柱材の一部切欠した正面図、第２図は同
梁性ＰＣ外柱材の一部切欠した正面図、第３図は同ＰＣ
大梁の一部切欠した正面図、第４図は本発明工法によっ
て構築したラーメン構造体の正面図、第５図および第６
図はそれぞれ第４図における矢視７部および矢視■部の
拡大図、第７図は通常の梁耐力とプレストレスを導入し
た場合の梁耐力の比較を示すＮｕ−Ｍｕ曲線、第８図は
従来のＲＰＣ工法を示す説明図である。
（１）梁材ｐｃ内柱材 （４）（１４）柱主筋（５）
（１５）梁主筋 （ｓ）（＋８）シース管（８）（１
８） ！筒板兼用ガセットプレート（１０）（２０）Ｐ
Ｃ鋼棒 （１１）梁付ＰＣ外柱材（２１）がセット
プレート （２２）ＰＣ大梁（２５）載荷板 （２
６）高強度モルタル（２７）ジヨイントコンクリート
代理人 弁理士 野 本 陽 ！：：！Ｆｊ悼
モ；
第５図 第６図
第８図Fig. 1 is a partially cutaway front view of the PC beam inner column material used in the prestressed RPC construction method according to the present invention, and Fig. 2 is a partially cutaway front view of the same beam PC outer column material. Figure 3 is from the same PC
Figure 4 is a partially cutaway front view of the girder, and Figures 5 and 6 are front views of the rigid frame structure constructed using the construction method of the present invention.
The figures are enlarged views of section 7 and section ■ in Fig. 4, Fig. 7 is a Nu-Mu curve showing a comparison of normal beam resistance and beam resistance when prestress is introduced, and Fig. 8 is an explanatory diagram showing a conventional RPC construction method. (1) Beam material PC inner column material (4) (14) Column main reinforcement (5)
(15) Main beam reinforcement (s) (+8) Sheath pipe (8) (1
8)! Dual use gusset plate (10) (20)P
C steel bar (11) PC outer column with beam (21) is set plate (22) PC beam (25) Loading plate (2
6) High Strength Mortar (27) Joint Concrete Agent Patent Attorney Yo Nomoto! ::! Fj mourning; Fig. 5 Fig. 6 Fig. 8
Claims (1)
柱材および梁材を現場で組み立てるＲＰＣ工法に使用す
るＰＣ柱材において、ＰＣ柱材の梁材架設箇所に梁材端
部を構成する梁基部突起を一体的に成形し、該梁付ＰＣ
柱材の柱部と梁部接合部位にプレストレス化した複数の
ＰＣ鋼棒をインサートした構造になるプレストレス化梁
付ＰＣ柱材。 ２、プレストレス化した各ＰＣ鋼棒が、梁付ＰＣ柱材の
柱部と梁部接合部位にインサートしたシース管に内挿し
た構造になる請求項１記載のプレストレス化梁付ＰＣ柱
材。 ３、工場生産によってあらかじめ成形したコンクリート
柱材および梁材を、現場においてまずＰＣ柱材を建てて
おき、該ＰＣ柱材間にＰＣ梁材を架設して構築するＲＰ
Ｃ工法において、ＰＣ柱材として請求項１または２を使
用するプレストレス化ＲＰＣ工法。[Claims] 1. In a PC column used in the RPC construction method, in which concrete columns and beams pre-formed by factory production are assembled on site, a beam end is formed at the beam erection location of the PC column. The beam base protrusion is integrally molded, and the beam-attached PC
A prestressed PC column with a beam has a structure in which multiple prestressed PC steel bars are inserted into the joint between the column and beam. 2. The prestressed PC column with beams according to claim 1, wherein each prestressed PC steel bar is inserted into a sheath pipe inserted at the joint portion of the column and beam of the PC column with beams. . 3. RP is constructed by using pre-formed concrete pillars and beams from factory production, first building PC pillars on site, and then erecting PC beams between the PC pillars.
A prestressed RPC construction method using claim 1 or 2 as a PC column material in the C construction method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6044888A JPH0699963B2 (en) | 1988-03-16 | 1988-03-16 | Prestressed RPC method and prestressed PC columns with beams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6044888A JPH0699963B2 (en) | 1988-03-16 | 1988-03-16 | Prestressed RPC method and prestressed PC columns with beams |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01235743A true JPH01235743A (en) | 1989-09-20 |
| JPH0699963B2 JPH0699963B2 (en) | 1994-12-12 |
Family
ID=13142563
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6044888A Expired - Lifetime JPH0699963B2 (en) | 1988-03-16 | 1988-03-16 | Prestressed RPC method and prestressed PC columns with beams |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0699963B2 (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2009122562A1 (en) * | 2008-04-01 | 2009-10-08 | 株式会社アイ・アイ・イー国際環境研究所 | Constructing method of building |
| CN105625573A (en) * | 2016-02-29 | 2016-06-01 | 东南大学 | Beam-bottom medium-strength prestressed steel bar and ordinary steel bar sleeve connecting beam-column joint |
| CN105625572A (en) * | 2016-02-29 | 2016-06-01 | 东南大学 | Prefabricated prestressed concrete frame beam-column joint making disparate use of high performance materials |
| CN105649203A (en) * | 2016-02-29 | 2016-06-08 | 东南大学 | Prefabricated prestressed concrete frame beam column joint with U-shaped steel bar and sleeves |
| CN105735470A (en) * | 2016-02-29 | 2016-07-06 | 东南大学 | Precast concrete frame system using high-performance materials differentially |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625571B (en) * | 2016-02-29 | 2018-08-21 | 东南大学 | The precast concrete bean column node of strength prestressed muscle in a kind of use |
-
1988
- 1988-03-16 JP JP6044888A patent/JPH0699963B2/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2009122562A1 (en) * | 2008-04-01 | 2009-10-08 | 株式会社アイ・アイ・イー国際環境研究所 | Constructing method of building |
| JP5357862B2 (en) * | 2008-04-01 | 2013-12-04 | 啓三 左高 | Building construction method |
| CN105625573A (en) * | 2016-02-29 | 2016-06-01 | 东南大学 | Beam-bottom medium-strength prestressed steel bar and ordinary steel bar sleeve connecting beam-column joint |
| CN105625572A (en) * | 2016-02-29 | 2016-06-01 | 东南大学 | Prefabricated prestressed concrete frame beam-column joint making disparate use of high performance materials |
| CN105649203A (en) * | 2016-02-29 | 2016-06-08 | 东南大学 | Prefabricated prestressed concrete frame beam column joint with U-shaped steel bar and sleeves |
| CN105735470A (en) * | 2016-02-29 | 2016-07-06 | 东南大学 | Precast concrete frame system using high-performance materials differentially |
| CN105625572B (en) * | 2016-02-29 | 2018-05-15 | 东南大学 | Distinctiveness uses the precast prestressed concrete frame bean column node of high performance material |
| CN105649203B (en) * | 2016-02-29 | 2018-07-17 | 东南大学 | Precast prestressed concrete frame bean column node with U-shaped muscle and sleeve |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0699963B2 (en) | 1994-12-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP2001173155A (en) | Rc steel beam at the end portion | |
| JPH01235743A (en) | Prestressed rpc construction work and pc column with prestressed beam | |
| JPH10140670A (en) | Reinforcement connecting structure between precast concrete blocks and method thereof | |
| JP2927402B2 (en) | Column-beam joint structure of concrete building | |
| JP3306632B2 (en) | Construction method of building | |
| JP3050136B2 (en) | Connection structure between reinforced concrete columns and steel beams with large diameters only in the column reinforcement around the panel zone | |
| JPH10219831A (en) | Joined building construction between reinforced concrete column and steel frame beam and its joined part structure, and precast reinforced concrete column | |
| JPH02221535A (en) | Connecting structure for pillar and beam | |
| JP2000073448A (en) | Connection method and structure for precast concrete beam and column | |
| JP4045502B2 (en) | Structure | |
| JP2762906B2 (en) | RC frame | |
| JP2000336769A (en) | Truss structural body and construction method therefor | |
| JP2620118B2 (en) | Net formwork method for walls and floors | |
| JP2952366B2 (en) | Composite beam and its manufacturing method | |
| JPH0868113A (en) | Connecting structure for steel beam and reinforced concrete beam | |
| JP2506294Y2 (en) | Structure of column / beam connection | |
| JP2516820B2 (en) | Frame of SRC structure | |
| JPH04302607A (en) | Composite girder and bridge girder section | |
| JP2674442B2 (en) | Structure of column-beam joint of steel reinforced concrete structure | |
| JP2558695Y2 (en) | Column / beam joint structure | |
| JPH04353149A (en) | Precast reinforced concrete beams and their connection method | |
| JP2732113B2 (en) | PC column / beam joining method | |
| JPS6141857Y2 (en) | ||
| JPH0328547B2 (en) | ||
| JPH0470437A (en) | Method for constructing pillar |