JPH06108534A - Interconnecting construction of precast beam - Google Patents
Interconnecting construction of precast beamInfo
- Publication number
- JPH06108534A JPH06108534A JP27774292A JP27774292A JPH06108534A JP H06108534 A JPH06108534 A JP H06108534A JP 27774292 A JP27774292 A JP 27774292A JP 27774292 A JP27774292 A JP 27774292A JP H06108534 A JPH06108534 A JP H06108534A
- Authority
- JP
- Japan
- Prior art keywords
- steel plate
- shaped steel
- joining
- fitted
- 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.)
- Pending
Links
Landscapes
- Building Environments (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、PC梁の端部相互を柱
間の中間部で接合するPC梁の中間接合構法に関するも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a PC beam intermediate joining method for joining end portions of a PC beam at an intermediate portion between columns.
【0002】[0002]
【従来の技術】従来、PC梁の中間接合構法は、PC梁
を架設しその端部相互を柱間の中間部で適宜間隔を置き
相対せしめてサポートし、その端部間に型枠を配置する
とともに、その両端部から突出した梁主筋相互を圧接し
て又は金属スリーブによつて連結し、PC梁の端部間に
コンクリートを打設して養生後、型枠及びサポートを撤
去して、PC梁の端部相互を柱間の中間部で一体的に接
合する構法が一般的になつている。2. Description of the Related Art Conventionally, an intermediate joining construction method for a PC beam is constructed by installing a PC beam, supporting the ends of the PC beams with an appropriate gap at an intermediate portion between columns and facing each other, and arranging a formwork between the ends. In addition, the beam main bars protruding from both ends are pressure-welded to each other or connected by a metal sleeve, and concrete is cast between the ends of the PC beam to cure it, and then the formwork and the support are removed, A common construction method is to integrally join the ends of the PC beam at the intermediate portion between the columns.
【0003】[0003]
【発明が解決しようとする課題】従来のPC梁の中間接
合構法は、前記のようにPC梁の架設、そのPC梁のサ
ポート、型枠の配置、コンクリートの打設及び養生、型
枠及びサポートの撤去等の工程を要し、接合工程が複雑
であつて多くの手数、手間がかかり、長い養生期間が必
要になるなど、その施工性、能率等に課題がある。The conventional intermediate joining construction method for PC beams is, as described above, the construction of the PC beams, the support of the PC beams, the placement of the formwork, the placing and curing of concrete, the formwork and the support. There is a problem in workability, efficiency, etc. that requires a process such as removal, and the joining process is complicated and requires a lot of labor and time, and a long curing period is required.
【0004】本発明は、上記のような課題に対処するた
めに開発されたものであつて、その目的とする処は、接
合工程の簡素化とともに接合精度、水平耐力等を高め、
施工性及び能率を向上し大幅な工期短縮を可能にしたP
C梁の中間接合構法を提供するにある。The present invention was developed in order to address the above-mentioned problems. The object of the present invention is to simplify the joining process and increase the joining accuracy, horizontal proof strength, etc.
P that improves workability and efficiency and enables a significant reduction in construction period
It is to provide an intermediate joint construction method for C-beams.
【0005】[0005]
【課題を解決するための手段】本発明は、PC梁の端部
に形成した細巾の接合端部を対接せしめ、前記の両接合
端部にU型鋼板を下側から嵌装し複数本の長ボルトで締
め付けて連結するとともに、両接合端部の間にグラウト
を充填して、U型鋼板及び長ボルトの外側に耐火被覆を
施したことにより、梁のサポートや型枠、コンクリート
の現場打ち及び養生を不要とし接合工程を簡素化すると
ともに、接合精度、水平耐力を高めている。また、前記
の接合端部の一方にU型鋼板の一半部を下側から嵌装し
複数本の長ボルトで締め付けて装着した後、同U型鋼板
の他半部に接合端部の他方を上側から嵌装し複数本の長
ボルトで締め付けて連結したことにより、PC梁の両端
部の対接及び接合をさらに容易にしている。According to the present invention, a narrow joint end formed at the end of a PC beam is brought into contact with each other, and a U-shaped steel plate is fitted from below to both joint ends to form a plurality of joints. While tightening and connecting with long bolts of this book, by filling grout between both joint ends and applying fireproof coating on the outside of U-shaped steel plate and long bolts, beam supports, formwork, concrete It eliminates the need for on-site casting and curing, simplifies the joining process, and improves joining accuracy and horizontal proof strength. Also, after fitting one half of the U-shaped steel plate from one side to the one of the above-mentioned joining ends and tightening with a plurality of long bolts to attach the other half of the U-shaped steel plate to the other half of the joining end, By fitting from the upper side and tightening and connecting with a plurality of long bolts, the contact and joining of both ends of the PC beam are further facilitated.
【0006】[0006]
【作用】PC梁の端部に形成した細巾の接合端部を対接
せしめ、前記の両接合端部にU型鋼板を下側から嵌装し
複数本の長ボルトで締め付けて連結するとともに、両接
合端部の間にグラウトを充填し、U型鋼板及び長ボルト
の外側に耐火被覆を施して、PC梁の端部を容易、迅速
に中間接合し、U型鋼板の嵌装及び長ボルト連結により
接合工程を著しく簡素化するとともに、高精度に中間接
合でき優れた水平耐力が得られ、施工性、能率が効果的
に高められ大幅な工期短縮が可能となる。また、前記の
接合端部の一方にU型鋼板の一半部を下側から嵌装し複
数本の長ボルトで締め付けて装着した後、同U型鋼板の
他半部に前記の接合端部の他方を上側から嵌装し複数本
の長ボルトで締め付けて連結され、PC梁の両端部の対
接及び接合がさらに容易となり優れた作業性が得られ
る。[Function] The narrow joint ends formed at the ends of the PC beam are brought into contact with each other, and U-shaped steel plates are fitted to both joint ends from below and fastened with a plurality of long bolts for connection. Filling the grout between both joint ends and applying fireproof coating on the outside of the U-shaped steel plate and long bolts, the ends of the PC beams can be easily and quickly intermediate-joined, and the U-shaped steel plate can be fitted and lengthened. The bolt connection greatly simplifies the joining process, enables high-precision intermediate joining, and obtains excellent horizontal proof stress. Effective workability and efficiency are improved, and the construction period can be greatly shortened. Also, after fitting one half of the U-shaped steel plate from one side to the one of the joint ends and tightening with a plurality of long bolts, the other half of the U-shaped steel plate of the joint end is The other side is fitted from above and tightened with a plurality of long bolts for connection, so that it is easier to contact and join the both ends of the PC beam, and excellent workability is obtained.
【0007】[0007]
【実施例】図1(A)(B)(C)に本発明の一実施例
を示す。図中1はPC梁(プレキャストコンクリート
梁)、1aはPC梁1の端部に形成した細巾の接合端
部、2は接合端部1aに配設された複数のシース、3は
U型鋼板、5はシース2に挿入される長ボルト、6は座
金、7はナツト、8は精度調整金物、9は耐火被覆、g
は接合端部1a間に充填されるグラウトであつて、PC
梁1 は、予め工場などで製造され、複数本の梁主筋や多
数のフープ筋(図示省略)により補強されたプレキヤス
トコンクリート梁になつており、その端部に形成された
細巾の接合端部1aには複数のシース2が図示のように
配設され、対接されている接合端部1a,1aにU型鋼
板3を下側から嵌装し複数本の長ボルト5、座金6、ナ
ツト7で締め付けて連結する構造になつている。EXAMPLE FIG. 1 (A) (B) (C) shows an example of the present invention. In the figure, 1 is a PC beam (precast concrete beam), 1a is a narrow joint end formed at the end of the PC beam 1, 2 is a plurality of sheaths arranged at the joint end 1a, 3 is a U-shaped steel plate 5 is a long bolt to be inserted into the sheath 2, 6 is a washer, 7 is a nut, 8 is a precision adjusting hardware, 9 is a fireproof coating, g
Is a grout filled between the joint ends 1a,
Beam 1 is a precast concrete beam that has been manufactured in advance in a factory and is reinforced by multiple beam main bars and a large number of hoop bars (not shown). A plurality of sheaths 2 are arranged in the portion 1a as shown in the figure, and a U-shaped steel plate 3 is fitted from below to the joint ends 1a, 1a that are in contact with each other, and a plurality of long bolts 5, washers 6, The structure is such that the nut 7 tightens and connects.
【0008】前記のU型鋼板3は、対接した接合端部1
a,1aにその下側から嵌装される断面U字状に形成さ
れ、両接合端部1aのシース2に対応したボルト孔が配
設され、PC梁1の主体外面に対し適度の狭巾サイズに
形成される。また、耐火被覆9は、接合端部1a,1a
に装着されているU型鋼板3、長ボルト5の外側に現場
で施したり、又は、予め工場等でU型鋼板3、長ボルト
5、座金6、ナツト7の外面側に付設し、あるいは、そ
れらの部材自体を耐火材で形成して現場施工を不要にす
ることも可能である。耐火被覆9及び精度調整金物8に
は、各種材質が適用される。The U-shaped steel plate 3 has a joining end portion 1 facing each other.
a, 1a is formed in a U-shaped cross section to be fitted from below, bolt holes corresponding to the sheaths 2 of both joint ends 1a are arranged, and a proper narrow width with respect to the outer surface of the main body of the PC beam 1. Formed to size. Further, the fireproof coating 9 is formed on the joint ends 1a, 1a.
The outer surface of the U-shaped steel plate 3, the long bolt 5 mounted on the outside of the U-shaped steel plate 3, the long bolt 5, the washer 6, and the nut 7 in a factory or the like, or It is also possible to form the members themselves with refractory materials and eliminate the need for on-site construction. Various materials are applied to the fireproof coating 9 and the precision adjustment hardware 8.
【0009】図1に示す実施例は、PC梁1,1を架設
しその端部に形成した細巾の接合端部1a,1aを対接
せしめ、接合端部1a,1a間に精度調整金物8を介装
し、両接合端部1a,1aにU型鋼板3を下側から嵌装
して、各シース2に長ボルト5を挿入し、U型鋼板3、
複数本の長ボルト5及び座金6、ナツト7で両接合端部
1a,1aを締め付けて連結するとともに、接合端部1
a,1a間にグラウトgを充填して一体化し、U型鋼板
3及び長ボルト5の外側に耐火被覆9を施し、その耐火
被覆9をPC梁1,1の主体外面と面一に構成したPC
梁の中間接合構法になつている。In the embodiment shown in FIG. 1, the PC beams 1 and 1 are erected and the narrow joint ends 1a and 1a formed at the ends thereof are brought into contact with each other, and the precision adjusting hardware is provided between the joint ends 1a and 1a. 8, the U-shaped steel plate 3 is fitted to both joint ends 1a, 1a from the lower side, the long bolt 5 is inserted into each sheath 2, and the U-shaped steel plate 3,
A plurality of long bolts 5, washers 6, and nuts 7 are used to tighten and connect the joint end portions 1a, 1a together.
A grout g is filled between a and 1a to be integrated, a fireproof coating 9 is applied to the outside of the U-shaped steel plate 3 and the long bolt 5, and the fireproof coating 9 is flush with the main body outer surface of the PC beams 1 and 1. PC
It is an intermediate joint construction method for beams.
【0010】前記のようなPC梁1の接合端部1aの対
接、U型鋼板3の下側からの嵌装、複数本の長ボルト5
による締め付け連結とともに、両接合端部1a間のグラ
ウトg充填、及び外側の耐火被覆9により、PC梁1の
端部が容易、迅速に中間接合され、梁のサポートや型
枠、コンクリートの現場打ち、養生等が不要となり接合
工程が著しく簡素化されるととももに、U型鋼板3によ
る両接合端部1aの下側からの嵌装及び長ボルト5、座
金6、ナツト7による接合端部1a,1aの締め付け連
結、さらに精度調整金物8を介装により、優れた接合精
度、信頼性が得られ、また、曲げ荷重に対する水平耐力
が効果的に高められている。As described above, the joint ends 1a of the PC beam 1 are contacted with each other, the U-shaped steel plate 3 is fitted from below, and a plurality of long bolts 5 are used.
In addition to the tightening connection by means of the grout g filling between the joint ends 1a, and the fireproof coating 9 on the outside, the end portions of the PC beam 1 are easily and quickly intermediate-joined, and the beam support, the formwork and the concrete are cast on site. , The joining process is remarkably simplified by eliminating the need for curing, and the U-shaped steel plate 3 is used to fit the joining ends 1a from the lower side and the joining ends of the long bolts 5, washers 6 and nuts 7. Due to the tightened connection of 1a and 1a and the interposition of the precision adjustment metal fitting 8, excellent joining accuracy and reliability are obtained, and the horizontal proof strength against bending load is effectively enhanced.
【0011】また、前記のPC梁の中間接合構法におい
て、PC梁1の接合端部1aの一方にU型鋼板3の一半
部を下側から嵌装し複数本の長ボルト5で締め付けて装
着した後、そのU型鋼板3の他半部に接合端部1aの他
方を上側から嵌装し複数本の長ボルト5で締め付けて連
結したPC梁の中間接合構法になつており、接合端部1
aの一方にU型鋼板3の一半部を下側から嵌装して複数
本の長ボルト5で締め付け装着する作業は、地上等で予
め容易に行われ、同U型鋼板3の他半部に接合端部1a
の他方を上側から嵌装し複数本の長ボルト5で締め付け
て連結する作業は、接合端部の対接及び接合をさらに容
易とし、作業性がさらに高められる。In addition, in the above-mentioned intermediate joining construction method for the PC beam, one half of the U-shaped steel plate 3 is fitted from one side to one of the joining ends 1a of the PC beam 1 and tightened with a plurality of long bolts 5. After that, the other half of the U-shaped steel plate 3 is fitted with the other end of the joining end portion 1a from the upper side, and the intermediate joining construction method of the PC beam is achieved by tightening and connecting with a plurality of long bolts 5. 1
The work of fitting one half of the U-shaped steel plate 3 from one side to one side of a and tightening with the plurality of long bolts 5 is easily performed in advance on the ground or the like, and the other half of the U-shaped steel plate 3 is attached. To the joining end 1a
The work of fitting the other end from above and tightening and connecting with a plurality of long bolts 5 further facilitates the abutting and joining of the joining ends and further enhances the workability.
【0012】[0012]
【発明の効果】本発明は、PC梁の端部に形成した細巾
の接合端部の対接、その両接合端部にU型鋼板を下側か
ら嵌装、複数本の長ボルトによる締め付け連結ととも
に、両接合端部間のグラウト充填、U型鋼板及び長ボル
トの外側の耐火被覆により、PC梁の端部間が容易、迅
速に中間接合され、梁のサポートや型枠、コンクリート
の現場打ち、養生が不要となり連結工程が著しく簡素化
されるとともに、高精度に中間接合されて優れた水平耐
力が得られ、施工性、能率が効果的に向上されて大幅な
工期短縮が可能となつている。また、前記の接合端部の
一方にU型鋼板の一半部を下側から嵌装し複数本の長ボ
ルトで締め付けて装着した後、同U型鋼板の他半部に前
記の接合端部の他方を上側から嵌装し複数本の長ボルト
で締め付けて連結することにより、PC梁の接合端部の
対接及び接合がさらに容易となり作業性がさらに高めら
れる。According to the present invention, the narrow joint ends formed at the ends of the PC beam are brought into contact with each other, U-shaped steel plates are fitted to both joint ends from below, and tightened by a plurality of long bolts. Along with the connection, the grout filling between both joint ends and the fireproof coating on the outside of the U-shaped steel plate and long bolts enables easy and quick intermediate joining between the ends of the PC beam, and the beam support, formwork, and concrete site. No striking or curing is required, the connection process is significantly simplified, and high-precision intermediate joining provides excellent horizontal proof stress. Effectively improving workability and efficiency, and significantly shortening the construction period. ing. Also, after fitting one half of the U-shaped steel plate from one side to the one of the joint ends and tightening with a plurality of long bolts, the other half of the U-shaped steel plate of the joint end is By fitting the other from the upper side and tightening and connecting with a plurality of long bolts, the joining and joining of the joining ends of the PC beam can be further facilitated and the workability can be further enhanced.
【図1】本発明の一実施例を示す側視図(A)とX−X
断面図(B)及びY−Y断面図(C)である。FIG. 1 is a side view (A) and XX showing an embodiment of the present invention.
It is sectional drawing (B) and YY sectional view (C).
1 PC梁 1a 接合端部 3 U型鋼板 5 長ボルト 9 耐火被覆 g グラウト 1 PC Beam 1a Joint End 3 U-Type Steel Plate 5 Long Bolt 9 Fireproof Coating g Grout
───────────────────────────────────────────────────── フロントページの続き (72)発明者 平山 浩史 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 青木 由紀 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hiroshi Hirayama 1-25-1 Nishishinjuku, Shinjuku-ku, Tokyo Within Taisei Corporation (72) Inventor Yuki Aoki 1-25-1 Nishishinjuku, Shinjuku-ku, Tokyo Within Taisei Construction Co., Ltd.
Claims (2)
を対接せしめ、前記の両接合端部にU型鋼板を下側から
嵌装し複数本の長ボルトで締め付けて連結するととも
に、前記の両接合端部の間にグラウトを充填して、前記
のU型鋼板及び長ボルトの外側に耐火被覆を施したこと
を特徴とするPC梁の中間接合構法。1. A narrow joint end formed on the end of a PC beam is brought into contact with each other, and a U-shaped steel plate is fitted to both joint ends from below and tightened with a plurality of long bolts for connection. In addition, a grout is filled between both ends of the joint, and a fireproof coating is applied to the outside of the U-shaped steel plate and the long bolt.
おいて、前記の接合端部の一方にU型鋼板の一半部を下
側から嵌装し複数本の長ボルトで締め付けて装着した
後、同U型鋼板の他半部に前記の接合端部の他方を上側
から嵌装し複数本の長ボルトで締め付けて連結したこと
を特徴とするPC梁の中間接合構法。2. The intermediate joining construction method for PC beams according to claim 1, wherein one half of a U-shaped steel plate is fitted onto one of the joining ends from the lower side and tightened with a plurality of long bolts to be attached. An intermediate joining construction method for a PC beam, characterized in that the other half of the U-shaped steel plate is fitted with the other one of the joining ends from above and is fastened and connected with a plurality of long bolts.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27774292A JPH06108534A (en) | 1992-09-24 | 1992-09-24 | Interconnecting construction of precast beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27774292A JPH06108534A (en) | 1992-09-24 | 1992-09-24 | Interconnecting construction of precast beam |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH06108534A true JPH06108534A (en) | 1994-04-19 |
Family
ID=17587696
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP27774292A Pending JPH06108534A (en) | 1992-09-24 | 1992-09-24 | Interconnecting construction of precast beam |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH06108534A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6763646B1 (en) * | 2000-09-21 | 2004-07-20 | Reto Bonomo | Method and element for introducing shear forces into a concrete body, and concrete body |
JP2006200270A (en) * | 2005-01-21 | 2006-08-03 | Ohbayashi Corp | Joining structure and joining method |
JP2008063846A (en) * | 2006-09-08 | 2008-03-21 | Takenaka Komuten Co Ltd | Method and structure for joining precast reinforced concrete beam members to each |
JP2008075257A (en) * | 2006-09-19 | 2008-04-03 | Takenaka Komuten Co Ltd | Method and structure for joining precast reinforced concrete beam members together |
-
1992
- 1992-09-24 JP JP27774292A patent/JPH06108534A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6763646B1 (en) * | 2000-09-21 | 2004-07-20 | Reto Bonomo | Method and element for introducing shear forces into a concrete body, and concrete body |
JP2006200270A (en) * | 2005-01-21 | 2006-08-03 | Ohbayashi Corp | Joining structure and joining method |
JP2008063846A (en) * | 2006-09-08 | 2008-03-21 | Takenaka Komuten Co Ltd | Method and structure for joining precast reinforced concrete beam members to each |
JP2008075257A (en) * | 2006-09-19 | 2008-04-03 | Takenaka Komuten Co Ltd | Method and structure for joining precast reinforced concrete beam members together |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH07166611A (en) | Concrete element and joining device therefor | |
JP2927402B2 (en) | Column-beam joint structure of concrete building | |
JPH06108534A (en) | Interconnecting construction of precast beam | |
JP3306632B2 (en) | Construction method of building | |
JP2883262B2 (en) | Jig for adjusting joints of steel columns | |
WO2022109657A1 (en) | Concrete structure coupler | |
CN112211098B (en) | Bolt connection device between prefabricated bridge floor boards of assembled bridge | |
JPH112031A (en) | Earthquake resisting reinforcement method against bending of existing large beam | |
KR100370177B1 (en) | Compression bracket for external prestressing reinforcement of girder | |
JPS5853286Y2 (en) | Composite girder with PC precast concrete blocks in the tension section | |
JPH0673203U (en) | Beam-column joint structure | |
JP3314357B2 (en) | Crimping method of precast concrete structure | |
JPH01268947A (en) | Beam with reinforced concrete end and steel central structure | |
JPH06322715A (en) | Stress improvement method of girder section | |
JP3265054B2 (en) | PC board | |
JP2878382B2 (en) | Frame structure of structure consisting of PC steel column and PC steel beam or PS steel beam | |
JP2598154Y2 (en) | Temporary support | |
KR100375499B1 (en) | Joining structure of concrete filled steel pipe column-beam | |
SU1201448A1 (en) | Butt joint of building structures | |
JPH09268704A (en) | Joint structure of reinforcements and sleeve type joint | |
JPH06257218A (en) | Frame mounting structure of post/beam joint | |
JP2000320146A (en) | Span adjusting jig | |
JPH05331912A (en) | Mixing structure for concrete column and steel beam | |
JPH05112985A (en) | Joint structure of steel column legs | |
JPS6127365Y2 (en) |