JP2000129802A - Joint construction for prefabricated member - Google Patents

Joint construction for prefabricated member

Info

Publication number
JP2000129802A
JP2000129802A JP30411298A JP30411298A JP2000129802A JP 2000129802 A JP2000129802 A JP 2000129802A JP 30411298 A JP30411298 A JP 30411298A JP 30411298 A JP30411298 A JP 30411298A JP 2000129802 A JP2000129802 A JP 2000129802A
Authority
JP
Japan
Prior art keywords
prefabricated
joining
members
front plate
prefabricated members
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
JP30411298A
Other languages
Japanese (ja)
Other versions
JP3419696B2 (en
Inventor
Naoki Yamanaka
直喜 山中
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.)
Asahi Concrete Works Co Ltd
Original Assignee
Asahi Concrete Works 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 Asahi Concrete Works Co Ltd filed Critical Asahi Concrete Works Co Ltd
Priority to JP30411298A priority Critical patent/JP3419696B2/en
Publication of JP2000129802A publication Critical patent/JP2000129802A/en
Application granted granted Critical
Publication of JP3419696B2 publication Critical patent/JP3419696B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To effectively prevent the occurrence of cracking near coupling fittings because a buffering member can be tightly adhered to both of a jointing surface of a prefabricated member and the front plate of the coupling fittings and thus the occurrence of a gap between the front plate and the jointing surface can be prevented and therefore a tensile force to the coupling fittings does not act to a main body even when the coupling member is tightened. SOLUTION: A plurality of prefabricated members 1 embedded in the main body 2, in such a manner that the coupling fittings 3 having the rigidity for jointing together the prefabricated members 1 each other can be exposed at the plate 31a to the jointing surface 2a of the prefabricated member 1, are jointed together by tightening and jointing together the coupling fittings 3 of neighboring prefabricated members 1 with coupling members. In this case, a buffering member having elasticity for tightly adhering commonly to both of respective jointing surface 2a and respective front plate 31a of the prefabricated members to be jointed are interposed between the prefabricated members 1.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、工場で生産される
コンクリート製品の壁材、床材、柱材、梁材等のプレハ
ブ部材の接合構造及びその接合方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining structure of a prefabricated member such as a wall material, a flooring material, a column material, a beam material and the like of a concrete product produced in a factory and a joining method thereof.

【0002】[0002]

【従来の技術】従来、下水の処理を行うために設ける小
規模下水処理施設として円形プレハブ槽がある。このよ
うな円形プレハブ槽を構築する場合、この種の板状のプ
レハブ部材を接合して構築することにより、現場工事の
煩雑化を招くことなしに高い強度及びシール性を確保す
るようにしている。このようなプレハブ部材は、その両
側面に接合面を有し、接合のために内部には接合面に前
面板が露出する剛性を有する連結金具が埋設してある。
連結金具は、前面板を有する直方体形状の箱体と、その
箱体をプレハブ部材内に固定するための固定部材とから
なる。
2. Description of the Related Art Conventionally, there is a circular prefabricated tank as a small-scale sewage treatment facility provided for treating sewage. When such a circular prefabricated tank is constructed, by joining and constructing such a plate-shaped prefabricated member, high strength and sealing properties are ensured without incurring complicated work on site. . Such a prefabricated member has joint surfaces on both side surfaces thereof, and a rigid connection fitting for exposing the front plate to the joint surface is embedded inside for joining.
The connection fitting includes a rectangular parallelepiped box having a front plate, and a fixing member for fixing the box in the prefabricated member.

【0003】緊締連結にあたっては、隣接するプレハブ
部材間に間隙が生じないように、それぞれのプレハブ部
材の接合面及び連結金具の前面板を密着させた状態で、
連結金具同士をボルトにより緊締連結するものである。
[0003] In the tightening connection, the joining surface of each prefabricated member and the front plate of the connecting fitting are brought into close contact with each other so that no gap is formed between adjacent prefabricated members.
The connection fittings are tightly connected by bolts.

【0004】[0004]

【発明が解決しようとする課題】ところで、連結金具の
前面板がプレハブ部材の製造時に、プレハブ部材の接合
面と面一にならない場合、つまり接合面より陥没した状
態や突出した状態になることがある。例えば、前面板が
接合面より陥没したプレハブ部材と、前面板が接合面と
略面一になったプレハブ部材とを接合する場合、隣接す
るプレハブ部材の接合面を密着させると、前面板同士の
間には間隙が生じることがある。このように、間隙が存
在する状態でボルトを緊締すると、連結部材がプレハブ
部材内でいずれか一方の連結金具側に引っ張られること
になる。この結果、連結金具の隅角部とプレハブ部材の
コンクリート部分との境界でひび割れを生じることがあ
る。しかしながら、製造時において、前面板の陥没や突
出を完全になくすには、困難を伴うことがあった。
By the way, when the front plate of the connecting fitting is not flush with the joint surface of the prefabricated member during the manufacture of the prefabricated member, that is, the front plate may be depressed or protruded from the joint surface. is there. For example, when joining a prefabricated member whose front plate is depressed from the joint surface and a prefabricated member whose front plate is substantially flush with the joint surface, when the joint surfaces of adjacent prefabricated members are brought into close contact with each other, the front plates are joined together. There may be gaps between them. As described above, when the bolt is tightened in a state where the gap exists, the connecting member is pulled toward one of the connecting fittings in the prefabricated member. As a result, cracks may occur at the boundary between the corner of the connection fitting and the concrete portion of the prefabricated member. However, it may be difficult to completely eliminate the depression and protrusion of the front plate during manufacturing.

【0005】同様に、施工時に、隣接するプレハブ部材
の接合面間に異物が挟まった場合にも、前面板間に間隙
が生じるので同様な不具合が生じることがあった。本発
明は、このような不具合を解消することを目的としてい
る。
Similarly, when foreign matter is caught between the joining surfaces of adjacent prefabricated members at the time of construction, a similar problem may occur because a gap is formed between the front plates. An object of the present invention is to solve such a problem.

【0006】[0006]

【課題を解決するための手段】本発明は、このような目
的を達成するために、次のような手段を講じたものであ
る。すなわち、本発明に係るプレハブ部材の接合構造
は、前面板を有する連結金具が埋設されたプレハブ部材
を接合するに際して、プレハブ部材の接合面と前面板と
の両方に共通して密着する緩衝部材を介在させて接合す
る構成である。
In order to achieve the above object, the present invention takes the following measures. In other words, the joining structure of the prefabricated member according to the present invention, when joining the prefabricated member in which the connection fitting having the front plate is embedded, includes a buffer member that is in close contact with both the joining surface of the prefabricated member and the front plate. It is a configuration in which it is interposed and joined.

【0007】[0007]

【発明の実施の形態】本発明は、プレハブ部材同士を接
合するための剛性を有する連結金具がその前面板をプレ
ハブ部材の接合面に露出するように本体に埋設されてな
るプレハブ部材の複数を、隣接するプレハブ部材の連結
金具同士を連結部材で緊締連結することにより接合する
プレハブ部材の接合構造において、接合するプレハブ部
材のそれぞれの接合面とそれぞれの前面板との両方に共
通して密着する弾性を有する緩衝部材をプレハブ部材間
に介在させることを特徴とするプレハブ部材の接合構造
である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention relates to a method of forming a plurality of prefabricated members, each having a rigid connecting member for joining the prefabricated members embedded in a main body such that a front plate thereof is exposed to a joint surface of the prefabricated members. In the joining structure of the prefabricated members joined by tightly joining the connecting metal fittings of the adjacent prefabricated members with the joining member, both of the joint surfaces of the joined prefabricated members and the respective front plates are in close contact with each other. A joining structure of prefabricated members, characterized in that a buffer member having elasticity is interposed between the prefabricated members.

【0008】このような構成のものであれば、緩衝部材
がプレハブ部材の接合面と連結金具の前面板との両方に
密着するので、前面板間に隙間が生じることがない。し
たがって、連結部材を緊締しても、連結金具に引っ張り
力が本体に作用せず、連結金具の周辺にひび割れが生じ
ることがない。連結部材の緊締作業を能率よくできるよ
うにするには、連結金具は、前板面に連結部材を挿通す
る貫通孔を有する直方体形状の箱体と、この箱体をプレ
ハブ部材内に固定するための固定部材とを具備してなる
ものが好ましい。また、固定部材を具備することによ
り、連結部材による緊締力をプレハブ部材本体に効果的
に作用させることが可能になる。
With such a configuration, since the cushioning member is in close contact with both the joint surface of the prefabricated member and the front plate of the connection fitting, no gap is formed between the front plates. Therefore, even if the connecting member is tightened, no tensile force acts on the connecting member to the main body, and no crack is generated around the connecting member. In order to efficiently perform the tightening work of the connecting member, the connecting fitting has a rectangular parallelepiped box having a through hole through which the connecting member is inserted in the front plate surface, and the box is fixed in the prefabricated member. And a fixing member of the above. Further, by providing the fixing member, the tightening force of the connecting member can be effectively applied to the prefabricated member main body.

【0009】緩衝部材としては、ゴムが好ましい。この
ようなゴムとしては、水膨張性ゴム又はスポンジゴムが
使用できる。
The cushioning member is preferably made of rubber. As such rubber, water-swellable rubber or sponge rubber can be used.

【0010】[0010]

【実施例】以下、本発明の一実施例を、図1〜3を参照
して説明する。図1に示すプレハブ部材1は、円形プレ
ハブ槽の壁部を構成するためのコンクリート製のもの
で、湾曲した板状に形成してある。このプレハブ部材1
は、コンクリート製の本体2と、例えば鋼鉄製の連結金
具3とからなり、プレハブ部材1同士の接合のために、
両側面の接合面2aと略面一に連結金具3の前面板31
aが露出するようにして、本体2に連結金具3が埋設し
てある。この実施例においては、連結金具3は、本体2
の表側において三段に、また裏側において表側の三段の
間の高さに位置するように二段に、それぞれ埋設してあ
る。本体2の下縁部には、円形プレハブ槽の底版4にプ
レハブ部材1を固定するために底版4に立設された鉄筋
4aを収めるための切欠部2bが設けてある。プレハブ
部材1の製造方法及び底版4への固定方法については、
当該分野でよく知られた種々の技術を適用することがで
きるので、説明を省略する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to FIGS. The prefabricated member 1 shown in FIG. 1 is made of concrete for constituting a wall of a circular prefabricated tank, and is formed in a curved plate shape. This prefabricated member 1
Consists of a main body 2 made of concrete and a connecting metal fitting 3 made of, for example, steel.
Front plate 31 of connection fitting 3 substantially flush with joint surfaces 2a on both sides
The connecting fitting 3 is embedded in the main body 2 so that a is exposed. In this embodiment, the connection fitting 3 is connected to the main body 2.
Are embedded in three steps on the front side and two steps on the back side so as to be located at a height between the three steps on the front side. The lower edge of the main body 2 is provided with a notch 2b for accommodating a reinforcing bar 4a erected on the bottom slab 4 for fixing the prefabricated member 1 to the bottom slab 4 of the circular prefab tank. Regarding the method of manufacturing the prefabricated member 1 and the method of fixing the prefabricated member 1 to the bottom plate 4,
Since various techniques well known in the art can be applied, the description is omitted.

【0011】連結金具3は、その略中央に、連結部材で
ある高力ボルト5を挿入する貫通孔31bが設けられた
前面板31aを有し、本体2の表面に開口する直方体形
状の箱体31と、その箱体31に固定される固定部材3
2とを具備している。箱体31は、本体部31cと、そ
の本体部31cに溶接等により一体となるように固定さ
れた前面板31aとからなり、一方の側面が開放され
て、高力ボルト5にナット6を螺着する作業ができるよ
うになっている。前面板31aは、高力ボルト5により
互いにあい寄る方向に緊締されるので、本体部31cよ
りも厚い部材を使用して、その緊締力による変形がない
ようにしてある。
The connection fitting 3 has a front plate 31a provided with a through hole 31b for inserting the high-strength bolt 5 serving as a connection member at substantially the center thereof, and a rectangular parallelepiped box body opened on the surface of the main body 2. 31 and a fixing member 3 fixed to the box 31
2 is provided. The box body 31 includes a main body 31c and a front plate 31a fixed so as to be integrated with the main body 31c by welding or the like. One side is opened, and the nut 6 is screwed onto the high-strength bolt 5. You can wear it. The front plate 31a is tightened by the high-strength bolt 5 in a direction in which the front plate 31a comes close to each other. Therefore, a member thicker than the main body 31c is used to prevent deformation due to the tightening force.

【0012】固定部材32は、箱体31の上下の外面に
溶接等で固定されるもので、例えば鋼棒を両端が離間し
た状態で揃うようにU字状に折り曲げ、一方端部32a
を箱体31の上外面に、他方端部を箱体31の下外面に
それぞれ固定してある。そして、折曲部32cは、箱体
31の前面板31aと反対方向に箱体31外側方向に突
出させてある。このような形状の固定部材32が本体2
のコンクリート内に埋設されることにより、前面板31
aに緊締力が加わった場合に、その緊締力が本体2に伝
達されるものである。
The fixing member 32 is fixed to the upper and lower outer surfaces of the box body 31 by welding or the like. For example, a steel rod is bent in a U-shape so that both ends are separated from each other, and one end 32a is formed.
Is fixed to the upper outer surface of the box 31 and the other end is fixed to the lower outer surface of the box 31. The bent portion 32c is projected outward of the box 31 in a direction opposite to the front plate 31a of the box 31. The fixing member 32 having such a shape is the main body 2.
Buried in the concrete of the front plate 31
When a tightening force is applied to “a”, the tightening force is transmitted to the main body 2.

【0013】このような構造の箱体31は、固定部材3
2を略水平方向でしかも接合面2aから遠ざかる本体2
の幅方向に向けて本体2内に埋設される。この場合、前
面板31aの表面が、接合面2aと略面一になるよう
に、また箱体31の開口部分が本体2の表裏面と略面一
になるように、その埋設位置を決定する。プレハブ部材
1の接合にあたっては、最初に、プレハブ部材1の接合
面2aの全面に、緩衝部材である水膨張性ゴム7を貼設
しておく。水膨張性ゴム7は、接合の際に接合面2a間
に存在する異物あるいは前面板31aの接合面2aから
の凹凸を吸収し得る厚みにすればよい。次に、水膨張性
ゴム7を貼設したプレハブ部材1に連結するプレハブ部
材1を底版4の所定の位置に配置し、このプレハブ部材
1の、水膨張性ゴム7に対向する接合面2aが水膨張性
ゴム7に密着するまで、水膨張性ゴム7を貼設したプレ
ハブ部材1に接近させる。この後、接合するそれぞれの
プレハブ部材1の前面板31aの貫通孔31bに高力ボ
ルト5を挿通し、ナット6を螺合して緊締する。この
後、水膨張性ゴム7を膨張させて、それぞれのプレハブ
部材1間の隙間を消滅させ、切欠部2b内にコンクリー
トを打設して、それぞれのプレハブ部材1、1を底版4
に固定する。
The box 31 having such a structure is provided with the fixing member 3.
2 in a substantially horizontal direction and further away from the joint surface 2a
Embedded in the main body 2 in the width direction. In this case, the embedding position of the front plate 31a is determined so that the surface of the front plate 31a is substantially flush with the joint surface 2a, and the opening of the box body 31 is substantially flush with the front and back surfaces of the main body 2. . In joining the prefabricated member 1, first, a water-swellable rubber 7 as a cushioning member is stuck on the entire joining surface 2 a of the prefabricated member 1. The water-swellable rubber 7 may have a thickness capable of absorbing foreign substances existing between the joining surfaces 2a at the time of joining or irregularities from the joining surface 2a of the front plate 31a. Next, the prefabricated member 1 connected to the prefabricated member 1 on which the water-swellable rubber 7 is attached is arranged at a predetermined position on the bottom plate 4, and the joining surface 2a of the prefabricated member 1 facing the water-swellable rubber 7 is The prefabricated member 1 on which the water-swellable rubber 7 is adhered is brought close to the water-swellable rubber 7 until it comes into close contact with the water-swellable rubber 7. Thereafter, the high-strength bolt 5 is inserted into the through hole 31b of the front plate 31a of each prefabricated member 1 to be joined, and the nut 6 is screwed and tightened. Thereafter, the water-swellable rubber 7 is expanded to eliminate gaps between the respective prefabricated members 1 and concrete is poured into the cutouts 2b, and the respective prefabricated members 1 and
Fixed to.

【0014】このような構成によれば、それぞれのプレ
ハブ部材1の接合面2aと連結金具3の前面板31aと
の両方に共通して水膨張性ゴム7が密着し、プレハブ部
材1間に、介在することになる。したがって、高力ボル
ト7を緊締した際に、接合面2aと前面板31aとの間
に隙間の生じることがなく、接合するプレハブ部材1、
1のいずれか一方の連結金具3が他方のプレハブ部材1
側に引っ張られることがない。このため、連結金具4が
その4隅角部においてプレハブ部材1の本体2を引っ張
ることがなく、部分的にコンクリートに引っ張り応力が
集中することがなくなる。したがって、連結金具4の4
隅角部を発端とするひび割れを防止することができる。
According to such a configuration, the water-swellable rubber 7 is in close contact with both the joint surface 2a of each prefabricated member 1 and the front plate 31a of the connection fitting 3, and between the prefabricated members 1, It will intervene. Therefore, when the high-strength bolt 7 is tightened, there is no gap between the joint surface 2a and the front plate 31a, and the prefabricated members 1,
1 is connected to the other prefabricated member 1
No side pull. For this reason, the connecting fitting 4 does not pull the main body 2 of the prefabricated member 1 at the four corners, and the tensile stress does not partially concentrate on the concrete. Therefore, the connection fitting 4
Cracks starting from the corners can be prevented.

【0015】このように、水膨張性ゴム7を介在させる
ことにより、ひび割れの発生を防止することができるの
で、ひび割れ部分にモルタルを充填する作業がなくな
り、工程を短縮することができる。これにより、本体2
に色の異なる部分をなくすことができるので、外観を向
上させることができ、信頼性を向上させることができ
る。しかも、各プレハブ部材1の接合部分においては、
水膨張性ゴム7により完全に隙間が消滅しているので、
円形プレハブ槽の水密性を向上させることができる。加
えて、各プレハブ部材1間には水膨張性ゴム7が介在す
るので、プレハブ部材1のそれぞれの接合面2aの平面
の仕上がり精度及び連結金具3の埋設における仕上がり
精度の許容限度を低くすることができる。それゆえ、プ
レハブ部材1の製造が容易になる。
Since the occurrence of cracks can be prevented by interposing the water-swellable rubber 7 in this manner, the work of filling the cracked portions with mortar can be eliminated, and the process can be shortened. Thereby, the main body 2
Since the portions having different colors can be eliminated, the appearance can be improved and the reliability can be improved. In addition, in the joint portion of each prefabricated member 1,
Since the gap is completely eliminated by the water-expandable rubber 7,
The watertightness of the circular prefab tank can be improved. In addition, since the water-swellable rubber 7 is interposed between the prefabricated members 1, the allowable accuracy of the finished accuracy of the flat surfaces of the respective joint surfaces 2 a of the prefabricated members 1 and the allowable accuracy of the finished accuracy in burying the connection fitting 3 are reduced. Can be. Therefore, manufacturing of the prefabricated member 1 becomes easy.

【0016】なお、本発明は以上に説明した実施例に限
定されるものではない。緩衝部材としての水膨張性ゴム
の代わりに、スポンジゴムを使用するものであってもよ
い。その他、各部の構成は図示例に限定されるものでは
なく、本発明の趣旨を逸脱しない範囲で種々変形が可能
である。
The present invention is not limited to the embodiment described above. Instead of the water-swellable rubber as the cushioning member, a sponge rubber may be used. In addition, the configuration of each unit is not limited to the illustrated example, and various modifications can be made without departing from the spirit of the present invention.

【0017】[0017]

【発明の効果】以上のように、本発明によれば、緩衝部
材がプレハブ部材の接合面と連結金具の前面板との両方
に密着するので、前面板間に隙間が生じるのを防止する
ことができる。したがって、連結部材を緊締しても、連
結金具に引っ張り力が本体に作用せず、連結金具の周辺
にひび割れが生じるのを有効に防止することができる。
As described above, according to the present invention, since the cushioning member is in close contact with both the joint surface of the prefabricated member and the front plate of the connecting fitting, it is possible to prevent a gap from being formed between the front plates. Can be. Therefore, even if the connecting member is tightened, the pulling force does not act on the main body of the connecting metal, and it is possible to effectively prevent cracks from being generated around the connecting metal.

【0018】連結金具は、前板面に連結部材を挿通する
貫通孔を有する直方体形状の箱体と、この箱体をプレハ
ブ部材内に固定するための固定部材とを具備してなるも
のにすれば、連結部材の緊締作業を能率よくすることが
できる。また、固定部材を具備することにより、連結部
材による緊締力をプレハブ部材本体に効果的に作用させ
ることができる。
[0018] The connecting fitting includes a rectangular parallelepiped box having a through-hole for inserting the connecting member in the front plate surface, and a fixing member for fixing the box in the prefabricated member. If this is the case, the tightening work of the connecting member can be made more efficient. Further, by providing the fixing member, the tightening force of the connecting member can be effectively applied to the prefabricated member main body.

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

【図1】本発明の一実施例を示す斜視図。FIG. 1 is a perspective view showing one embodiment of the present invention.

【図2】同実施例の連結金具を示す斜視図。FIG. 2 is a perspective view showing a connection fitting of the embodiment.

【図3】同実施例の要部拡大断面図。FIG. 3 is an enlarged sectional view of a main part of the embodiment.

【符号の説明】[Explanation of symbols]

1…プレハブ部材 2…本体 3…連結金具 5…高力ボルト 6…ナット 7…水膨張性ゴム DESCRIPTION OF SYMBOLS 1 ... Prefabricated member 2 ... Main body 3 ... Connection metal fitting 5 ... High-strength bolt 6 ... Nut 7 ... Water-expandable rubber

【手続補正書】[Procedure amendment]

【提出日】平成11年9月27日(1999.9.2
7)
[Submission date] September 27, 1999 (September 9, 1999
7)

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】請求項1[Correction target item name] Claim 1

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【手続補正2】[Procedure amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0007[Correction target item name] 0007

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0007】[0007]

【発明の実施の形態】本発明は、プレハブ部材同士を接
合するための剛性を有する連結金具がその前面板をプレ
ハブ部材の接合面に露出するように本体に埋設されてな
るプレハブ部材の複数を、隣接するプレハブ部材の連結
金具同士を連結部材で緊締連結することにより接合する
プレハブ部材の接合構造において、接合するプレハブ部
材のそれぞれの接合面とそれぞれの前面板との両方に共
通して密着する弾性を有する緩衝部材をプレハブ部材間
に介在させるものであって、接合にあたって接合面の全
面に緩衝部材を貼設しておくことを特徴とするプレハブ
部材の接合構造である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention relates to a method of forming a plurality of prefabricated members, each having a rigid connecting member for joining the prefabricated members embedded in a main body such that a front plate thereof is exposed to a joint surface of the prefabricated members. In the joining structure of the prefabricated members joined by tightly joining the connecting metal fittings of the adjacent prefabricated members with the joining member, both of the joint surfaces of the joined prefabricated members and the respective front plates are in close contact with each other. the cushioning member having elasticity be those to be interposed between the prefabricated members, all of the joint surface joined when
This is a joining structure of a prefabricated member, wherein a cushioning member is attached to a surface .

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】プレハブ部材同士を接合するための剛性を
有する連結金具がその前面板をプレハブ部材の接合面に
露出するように本体に埋設されてなるプレハブ部材の複
数を、隣接するプレハブ部材の連結金具同士を連結部材
で緊締連結することにより接合するプレハブ部材の接合
構造において、 接合するプレハブ部材のそれぞれの接合面とそれぞれの
前面板との両方に共通して密着する弾性を有する緩衝部
材をプレハブ部材間に介在させることを特徴とするプレ
ハブ部材の接合構造。
A plurality of prefabricated members are embedded in a main body such that a rigid connection metal fitting for joining the prefabricated members is exposed to the joining surface of the prefabricated members. In the joining structure of the prefabricated members joined by tightly joining the joining fittings with the joining members, an elastic buffer member having a common and close contact with both the joining surfaces of the joined prefabricated members and the respective front plates is provided. A joining structure for a prefabricated member, wherein the joining structure is interposed between the prefabricated members.
【請求項2】連結金具が、前板面に連結部材を挿通する
貫通孔を有する直方体形状の箱体と、この箱体をプレハ
ブ部材内に固定するための固定部材とを具備してなるこ
とを特徴とする請求項1記載のプレハブ部材の接合構
造。
2. A connection fitting comprising: a rectangular parallelepiped box having a through-hole for inserting a connection member in a front plate surface; and a fixing member for fixing the box in a prefabricated member. The structure for joining prefabricated members according to claim 1, characterized in that:
【請求項3】緩衝部材が、ゴムであることを特徴とする
請求項1又は2記載のプレハブ部材の接合構造。
3. The joint structure for prefabricated members according to claim 1, wherein the cushioning member is made of rubber.
【請求項4】ゴムが、水膨張性ゴム又はスポンジゴムで
あることを特徴とする請求項1、2又は3記載のプレハ
ブ部材の接合構造。
4. The joint structure for a prefabricated member according to claim 1, wherein the rubber is a water-swellable rubber or a sponge rubber.
JP30411298A 1998-10-26 1998-10-26 Prefabricated member joining structure Expired - Lifetime JP3419696B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30411298A JP3419696B2 (en) 1998-10-26 1998-10-26 Prefabricated member joining structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30411298A JP3419696B2 (en) 1998-10-26 1998-10-26 Prefabricated member joining structure

Publications (2)

Publication Number Publication Date
JP2000129802A true JP2000129802A (en) 2000-05-09
JP3419696B2 JP3419696B2 (en) 2003-06-23

Family

ID=17929183

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30411298A Expired - Lifetime JP3419696B2 (en) 1998-10-26 1998-10-26 Prefabricated member joining structure

Country Status (1)

Country Link
JP (1) JP3419696B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019060135A (en) * 2017-09-27 2019-04-18 大成建設株式会社 Panel for wooden structure, junction structure of panel for wooden structure and wall board building
JP2019513920A (en) * 2016-04-08 2019-05-30 ヴォッベン プロパティーズ ゲーエムベーハーWobben Properties Gmbh Connection body, wind power generator-towering segment, and connection method of two wind power generators-towering segment
CN113089863A (en) * 2021-05-12 2021-07-09 江苏省苏中建设集团股份有限公司 Easy-to-assemble and disassemble prefabricated building with damping structure
CN114703897A (en) * 2022-04-19 2022-07-05 河南省水利勘测设计研究有限公司 High-efficient stagnant water structure suitable for assembly under water

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019513920A (en) * 2016-04-08 2019-05-30 ヴォッベン プロパティーズ ゲーエムベーハーWobben Properties Gmbh Connection body, wind power generator-towering segment, and connection method of two wind power generators-towering segment
JP2019060135A (en) * 2017-09-27 2019-04-18 大成建設株式会社 Panel for wooden structure, junction structure of panel for wooden structure and wall board building
JP6990549B2 (en) 2017-09-27 2022-02-03 大成建設株式会社 Wood structural panels, wood structural panel joint structures, and wall slab buildings
CN113089863A (en) * 2021-05-12 2021-07-09 江苏省苏中建设集团股份有限公司 Easy-to-assemble and disassemble prefabricated building with damping structure
CN114703897A (en) * 2022-04-19 2022-07-05 河南省水利勘测设计研究有限公司 High-efficient stagnant water structure suitable for assembly under water
CN114703897B (en) * 2022-04-19 2023-11-14 河南省水利勘测设计研究有限公司 High-efficient stagnant water structure suitable for assembly under water

Also Published As

Publication number Publication date
JP3419696B2 (en) 2003-06-23

Similar Documents

Publication Publication Date Title
JP2000129802A (en) Joint construction for prefabricated member
JP2016216899A (en) Earthquake-proof wall structure
KR101904286B1 (en) Steel-concrete composite rahmen bridge and construction method thereof
JP2000273997A (en) Compound floor slab made of structural steel
JP2008208643A (en) Structure and method for joining existing skeleton and new skeleton together
KR200392009Y1 (en) Composite frame for Slab-form
JPH06158715A (en) Joint construction of precast concrete circumferential girder
JP7236363B2 (en) Beam forming members and reinforced concrete beam members
JP2003239397A (en) Joint structure and joint method for reinforced concrete column and steel column
JP7360924B2 (en) Joint structure between wooden columns and wooden beams and its construction method
JP7456886B2 (en) Reinforcement structure for existing fasteners
JPH04228755A (en) Composite beam and beam member
JP2003049410A (en) Reinforcing structure for corner part of steel rigid- frame bridge pier
JP3144077B2 (en) How to join columns and beams
JP2018059319A (en) Brace fitting structure and brace fitting method
JP3520488B2 (en) Building frame reinforcement structure
JPH04141B2 (en)
JP2539986B2 (en) Building unit
JP3423745B2 (en) Upper and lower joint structure between unit boxes
JP2000054502A (en) Building unit
JP2022139732A (en) Column base reinforcement structure and column base reinforcement method of existing building
JPH06220938A (en) Construction of form panel for placement of concrete, employing board doubling as form
JP3293085B2 (en) Concrete panel joint hardware
JP2004143921A (en) Beam structure
JP2018145744A (en) Seismic reinforcement structure

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090418

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120418

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120418

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150418

Year of fee payment: 12

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term