JPH0978692A - Square column connection block and beam for architectural frame and connection structure by use thereof - Google Patents
Square column connection block and beam for architectural frame and connection structure by use thereofInfo
- Publication number
- JPH0978692A JPH0978692A JP25696095A JP25696095A JPH0978692A JP H0978692 A JPH0978692 A JP H0978692A JP 25696095 A JP25696095 A JP 25696095A JP 25696095 A JP25696095 A JP 25696095A JP H0978692 A JPH0978692 A JP H0978692A
- Authority
- JP
- Japan
- Prior art keywords
- main body
- connection block
- block
- plate
- prismatic
- 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
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、ビル、工場などの
鉄骨高層建築における柱を連結する建築骨組用の角柱連
結ブロック、梁、およびそれらを用いた連結構造に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rectangular column connecting block for a building frame for connecting columns in a steel high-rise building such as a building or a factory, a beam, and a connecting structure using them.
【0002】[0002]
【従来の技術】高層建築を作るときには、まず、骨組を
正確に組んでいく必要がある。この骨組みが正確でなけ
れば、どんなに強固な鋼材を用いても、構造計算によっ
て割り出された以上の応力が部材に加わることになり、
非常に危険である。このため、応力が集中している部
分、すなわち、部材と部材が直交して連結されている部
分については、高い組立て精度が求められる。2. Description of the Related Art When making a high-rise building, it is necessary to first assemble the frame accurately. If this skeleton is not accurate, no matter how strong steel material is used, the stress more than that calculated by the structural calculation will be applied to the member,
Very dangerous. Therefore, high assembling accuracy is required for the portion where the stress is concentrated, that is, the portion where the members are connected orthogonally to each other.
【0003】図6は従来の建築骨組用の連結構造の概略
斜視図である。同図に示すように、従来の建築骨組用の
連結構造は複数本の柱2が立設されており、隣接する2
本の柱2の間には所望の間隔で、梁3を架け渡してい
る。梁3を接続するための梁連結部材102 が1カ所に4
本ずつ、柱2に取り付けられており、この梁連結部材10
2 を介して柱2と梁3とを連結している。FIG. 6 is a schematic perspective view of a conventional connecting structure for a building frame. As shown in the figure, in the conventional connecting structure for building frames, a plurality of pillars 2 are erected and adjacent to each other.
Beams 3 are bridged between the columns 2 of the book at desired intervals. There are four beam connecting members 102 for connecting the beams 3 in one place.
This beam connecting member 10 is attached to the pillar 2 one by one
The pillar 2 and the beam 3 are connected to each other via 2.
【0004】次に柱2および梁3の詳細を説明する。図
7は従来の建築骨組用の連結構造の概略斜視図、図8は
同正面断面図である。図7〜8に示すように、柱2は、
中空角柱5が立てて上下に配設され、この中空角柱5は
連結ブロック101 によって連結されており、この連結ブ
ロック101 の側壁には前後左右それぞれに梁連結部材10
2 が取り付けられている。この連結ブロック101 は、中
空角柱状の本体103 の上下に板状のダイヤフラム104 が
取り付けられ、本体103 の上下の内周に沿ってそれぞれ
にあて板108 が取り付けられたものであり、このあて板
108 の外周には中空角柱5が嵌合されている。梁連結部
材102 は、前記本体103 に開先を溶接されており、他端
は梁3と接続させるためのボルト挿通孔107 が穿孔され
ている。105 はあて板、106 は溶接部である。上記の従
来例では、事前に柱2の連結ブロック101 に多数の前記
梁連結部材102 を工場で溶接しておき、この柱2をトラ
ックに積んで現場まで輸送している。そして、トラック
によって現場に運ばれた柱2は立設され、前記梁3は柱
2に接続される。そして、多数のスプライスプレート11
0 が柱2の梁連結部材102 と前記梁3とを連結してお
り、このスプライスプレート110 には複数のボルト挿通
孔111 が穿孔されており、現場でボルト挿通孔111 に高
力ボルト15を通して締め付ける。Next, the details of the columns 2 and the beams 3 will be described. FIG. 7 is a schematic perspective view of a conventional connecting structure for a building frame, and FIG. 8 is a front sectional view of the same. As shown in FIGS. 7 to 8, the pillar 2 is
Hollow prisms 5 are erected vertically and arranged vertically. The hollow prisms 5 are connected by a connecting block 101. The side walls of the connecting block 101 are connected to the beam connecting members 10 in the front, rear, left and right respectively.
2 is installed. This connecting block 101 is composed of a hollow prismatic main body 103 having plate-like diaphragms 104 attached to the upper and lower sides thereof, and an attaching plate 108 attached to the upper and lower inner peripheries of the main body 103, respectively.
A hollow prism 5 is fitted around the outer circumference of 108. The beam connecting member 102 has a groove welded to the main body 103, and a bolt insertion hole 107 for connecting the beam connecting member 102 to the beam 3 is bored at the other end. Reference numeral 105 is a backing plate, and 106 is a welded portion. In the above-mentioned conventional example, a large number of beam connecting members 102 are welded to the connecting block 101 of the pillar 2 in advance at the factory, and the pillar 2 is loaded on a truck and transported to the site. Then, the pillar 2 carried to the site by the truck is erected, and the beam 3 is connected to the pillar 2. And a large number of splice plates 11
0 connects the beam connecting member 102 of the pillar 2 to the beam 3, and a plurality of bolt insertion holes 111 are bored in the splice plate 110, and the high-strength bolts 15 are passed through the bolt insertion holes 111 on the spot. tighten.
【0005】[0005]
【発明が解決しようとする課題】しかるに、梁連結部材
102 、梁3、およびスプライスプレート110 に穿孔され
ている全てのボルト挿通孔は工場で穿孔され、現場で挿
通されているが、これらのボルト挿通孔に大量の高力ボ
ルト15を通して締め付ける作業が繰り返し行われてお
り、現場で作業しやすくするために、ボルト挿通孔は高
力ボルト15よりも大きめに穿孔されている。このため、
締め付けたときの誤差を生じさせ、さらに、スプライス
プレート110 が両側から梁3や梁連結部材102 を挟着し
ているので、誤差のバラツキが大きくなる。とくに、梁
連結部材102 と梁3の連結部分は応力集中によって変形
しやすい箇所なので、中空角柱5や梁3がねじれたり傾
いたりして設計誤差を生じさせている。このため、正確
に梁3と柱2とを連結させることができないので連結構
造1の組立精度が悪いといった問題がある。SUMMARY OF THE INVENTION However, a beam connecting member
All the bolt insertion holes drilled in the 102, the beam 3 and the splice plate 110 are drilled at the factory and inserted in the field, but the work of tightening a large amount of high-strength bolts 15 in these bolt insertion holes is repeated. The bolt insertion holes are made larger than the high-strength bolts 15 in order to facilitate work in the field. For this reason,
An error occurs when tightened, and further, since the splice plate 110 sandwiches the beam 3 and the beam connecting member 102 from both sides, the error variation becomes large. In particular, since the connecting portion between the beam connecting member 102 and the beam 3 is a portion that is easily deformed by stress concentration, the hollow prism 5 and the beam 3 are twisted or tilted, causing a design error. For this reason, the beam 3 and the column 2 cannot be accurately connected to each other, and there is a problem that the assembly accuracy of the connection structure 1 is poor.
【0006】また、この柱2は梁連結部材102 が突起物
となって非常に邪魔になっており、運ぶのに危険であ
り、また、この突起が嵩張ってトラックに多くの柱2を
載せることができないという問題がある。[0006] In addition, since the beam connecting member 102 acts as a protrusion on the column 2 and is extremely obstructive, it is dangerous to carry the column 2. Also, since the column is bulky, many columns 2 are placed on the truck. There is a problem that you can not.
【0007】さらに、工場では連結ブロック101 を作る
ために、中空角柱状の本体103 と前記ダイヤフラム104
とを溶接し、その後で、本体103 の上下の内周に沿って
それぞれにあて板108 を溶接している。このように、従
来においては溶接すべき部分が多く、また、溶接は仮
組、仮溶接、本溶接の複数の工程を通らねばならないの
で、工場での溶接作業に多くの手間と時間がかかってい
る。なお、溶接部分のチェックにはU.T検査を行って
いたので検査費用が高くつき、さらに溶接欠陥が見つか
れば、手直し後、またU.T検査を繰り返えさなくては
ならない。一方、現場では、前記梁連結部材102 と前記
梁3とを固持させるために、多数のスプライスプレート
110 が使用されており、このスプライスプレート110 の
ボルト挿通孔111 と梁3や梁連結部材102 のボルト挿通
孔107 を締め付ける高力ボルト15はさらに多くの本数を
要しているので、部品の数が非常に多く、現場での連結
組立作業に手間と時間がかかっている。上記のごとく、
溶接作業や組立作業に非常に多くの工数を費やしている
という問題がある。Further, in the factory, in order to make the connecting block 101, the hollow prismatic body 103 and the diaphragm 104 are used.
Are welded to each other, and then the contact plates 108 are welded to the respective upper and lower inner circumferences of the main body 103. In this way, conventionally, there are many parts to be welded, and since welding must go through multiple steps of temporary assembly, temporary welding, and main welding, it takes a lot of time and labor for the welding work in the factory. There is. In addition, U. Since the T inspection was performed, the inspection cost is high, and if a welding defect is found, after repairing it, U. The T-test must be repeated. On the other hand, in the field, in order to firmly hold the beam connecting member 102 and the beam 3, a large number of splice plates are used.
110 is used, and the high-strength bolt 15 that tightens the bolt insertion hole 111 of the splice plate 110 and the bolt insertion hole 107 of the beam 3 or the beam connecting member 102 requires a larger number, so the number of parts is increased. There are so many, and it takes a lot of time and effort to carry out on-site connection and assembly work. As mentioned above,
There is a problem that a great number of man-hours are spent on welding work and assembly work.
【0008】本発明はかかる事情に鑑み、骨組みの精度
を向上させ、柱や梁などの部品を危険なくトラックに積
み込め、トラックに積載する柱の数を増やすことがで
き、ブロックの強度を増加させ、部品数を少なくし組立
作業工数および溶接作業工数を削減させる建築骨組用の
角柱連結ブロック、梁、およびそれらを用いた連結構造
を提供させることを目的とする。In view of the above circumstances, the present invention improves the accuracy of the frame, allows parts such as columns and beams to be loaded on a truck without danger, increases the number of columns loaded on the truck, and increases the strength of the block. It is an object of the present invention to provide a prismatic connection block for a building frame, a beam, and a connection structure using the same, which reduces the number of parts and reduces the number of assembly work and welding work.
【0009】[0009]
【課題を解決するための手段】請求項1の角柱連結ブロ
ックは、建築構造用の中空角柱を連結するためのブロッ
クであって、本体と挿入部とからなり、該本体は、前記
ブロックの軸心に平行であり、各面が直角に交わる4つ
の側壁を有し、該側壁にはそれぞれボルト結合孔が穿孔
されており、前記挿入部は、前記本体の上部に形成され
た上端挿入部と、前記本体の下部に形成された下端挿入
部とからなり、前記上端挿入部と前記下端挿入部は、い
ずれも、前記中空角柱の内周に密に挿入される外形形状
に形成されていることを特徴とする。請求項2の角柱連
結ブロックは、前記本体の内部であって、前記本体の長
手方向に沿って平面視格子状の隔壁が設けられているこ
とを特徴とする。請求項3の梁は、前記角柱連結ブロッ
クに連結するための梁であって、横梁の端面にプレート
が取り付けられており、該プレートには、前記本体の前
記結合孔に対応する位置に、ボルト挿通孔が穿孔されて
いることを特徴とする。請求項4の連結構造は、請求項
1または2記載の角柱連結ブロックと、該角柱連結ブロ
ックの側壁に請求項3記載の梁のプレートを突き合わ
せ、ボルトを該プレートのボルト挿通孔に通し、前記本
体の結合孔に螺合したことを特徴とする。A prism connecting block according to claim 1 is a block for connecting a hollow prism for a building structure, which comprises a main body and an insertion portion, and the main body is a shaft of the block. It has four sidewalls that are parallel to the center and intersect at right angles with each other, and each of the sidewalls is provided with a bolt coupling hole, and the insertion portion has an upper end insertion portion formed at an upper portion of the main body. A lower end insertion portion formed in a lower portion of the main body, and the upper end insertion portion and the lower end insertion portion are both formed in an outer shape that is densely inserted into an inner circumference of the hollow prism. Is characterized by. According to a second aspect of the present invention, the prismatic connection block is characterized in that inside the main body, partition walls having a lattice shape in plan view are provided along the longitudinal direction of the main body. The beam according to claim 3 is a beam for connecting to the prism connection block, and a plate is attached to an end surface of the horizontal beam, and the plate has a bolt at a position corresponding to the coupling hole of the main body. The insertion hole is perforated. According to a fourth aspect of the present invention, there is provided the connection structure according to the first aspect, wherein the prismatic connection block according to the first or second aspect of the invention and the side wall of the prismatic connection block are abutted with the plate of the beam according to the third aspect, and a bolt is passed through a bolt insertion hole of the plate. It is characterized by being screwed into a coupling hole of the main body.
【0010】[0010]
【発明の実施の形態】つぎに、本発明の実施形態を図面
に基づき説明する。図1は本発明の建築骨組用の角柱連
結ブロックおよび梁を用いた一実施形態に係わる組立
図、図2は同正面断面図である。図1〜2に示すよう
に、建築骨組用の連結構造は立設された柱2と、この柱
2に連結された梁23とから構成されている。柱2は、中
空角柱5が角柱連結ブロック4によって交互に連結され
たものである。この角柱連結ブロック4は、本体8が中
空角柱状に形成され、この本体8の上部には上端挿入部
6が形成され、下部には下端挿入部7が形成されてお
り、これらはいづれも前記中空角柱5の内周に密に挿入
できるように形成されている。このため、中空角柱5の
上端挿入部6および下端挿入部7に前記柱2を密に連結
させることができるので、中空角柱5と角柱連結ブロッ
ク4とを交互につぎつぎと連結させれば、所望の複数階
建て高層建築物の骨組みの柱2にすることができる。な
お、角柱連結ブロック4の上端挿入部6と下端挿入部7
は実質同一なので、角柱連結ブロック4の上下を逆さに
配設して、中空角柱5に連結させてもよい。また、従来
中空角柱5と角柱連結ブロックを連結させるために必要
であった前記ダイヤフラム104 や前記あて板108 が必要
なくなるので、部品が少なくて済み、ダイヤフラム104
やあて板108 を溶接する手間や時間をなくすことができ
る。BEST MODE FOR CARRYING OUT THE INVENTION Next, an embodiment of the present invention will be described with reference to the drawings. FIG. 1 is an assembly view of an embodiment using a prismatic connection block and a beam for a building frame of the present invention, and FIG. 2 is a front sectional view of the same. As shown in FIGS. 1 and 2, the connection structure for the building frame is composed of a pillar 2 standing upright and a beam 23 connected to the pillar 2. The columns 2 are hollow prisms 5 that are alternately connected by the prism connection blocks 4. In this prismatic connection block 4, a main body 8 is formed into a hollow prismatic shape, an upper end insertion portion 6 is formed in an upper portion of the main body 8, and a lower end insertion portion 7 is formed in a lower portion thereof. It is formed so that it can be densely inserted into the inner periphery of the hollow prism 5. Therefore, the columns 2 can be densely connected to the upper end insertion portion 6 and the lower end insertion portion 7 of the hollow prism 5, so that if the hollow prism 5 and the prism connection block 4 are alternately connected one after another, It can be the pillar 2 of the frame of a multi-storey high-rise building. In addition, the upper end insertion portion 6 and the lower end insertion portion 7 of the prismatic connection block 4
Since they are substantially the same, the prism connecting blocks 4 may be arranged upside down and connected to the hollow prism 5. Further, since the diaphragm 104 and the contact plate 108, which are conventionally required to connect the hollow prism 5 and the prism connecting block, are not necessary, the number of parts can be reduced, and the diaphragm 104
The labor and time for welding the touch plate 108 can be saved.
【0011】図1〜2に示すように、前記角柱連結ブロ
ック4の本体8の4面の側壁には、結合孔としてそれぞ
れ多数の雌ネジ孔10が穿孔されている。そして、梁23は
横梁17の端面にプレート12が取り付けられてものであ
り、このプレート12には前記雌ネジ孔10に対応する位置
にボルト挿通孔13が穿孔されており、このボルト挿通孔
13と前記雌ネジ孔10に高力ボルト15を連通させて角柱連
結ブロック4の本体8と梁23のプレート12とを締め付け
ることができる。前記角柱連結ブロック4の雌ネジ孔10
およびプレート12のボルト挿通孔13はいずれも工場で正
確に穿孔することができるので、柱2と梁23との連結部
分の精度が向上し、連結構造1の傾きや歪みを減少させ
ることができる。As shown in FIGS. 1 and 2, a large number of female screw holes 10 are formed as coupling holes on the four side walls of the main body 8 of the prismatic connection block 4. Further, the beam 23 is such that the plate 12 is attached to the end surface of the horizontal beam 17, and the plate 12 is formed with a bolt insertion hole 13 at a position corresponding to the female screw hole 10.
A high-strength bolt 15 can be connected to 13 and the female screw hole 10 to fasten the main body 8 of the prismatic connection block 4 and the plate 12 of the beam 23. Female screw hole 10 of the prismatic connection block 4
Since both the bolt insertion holes 13 of the plate 12 can be accurately drilled at the factory, the accuracy of the connecting portion between the pillar 2 and the beam 23 can be improved, and the inclination and distortion of the connecting structure 1 can be reduced. .
【0012】なお、角柱連結ブロック4の結合孔は雌ネ
ジ孔に限ることなく、貫通孔を用い、次に説明するごと
き締結ボルトを用いて締結してもよい。図3に示すよう
に、角柱連結ブロック4の本体8には、雌ネジが設けら
れていない貫通孔19が4つの側面に、多数穿孔されてお
り、それぞれの貫通孔19には締結ボルト40が挿入されて
いる。この締結ボルト40は、ボルト41に、中空状の屈曲
性座金45が貫入されており、さらに中空状のカラー44が
貫入されているものであり、43は座金、42はナットであ
る。この屈曲性座金45は、使用される前には、伸長した
状態であり、力を受けると変形するものである。The connecting hole of the prismatic connecting block 4 is not limited to the female screw hole, but may be a through hole and may be tightened by a tightening bolt as described below. As shown in FIG. 3, the main body 8 of the prismatic connection block 4 has a large number of through holes 19 provided with no female screw on its four side surfaces, and each of the through holes 19 has a fastening bolt 40. Has been inserted. In this fastening bolt 40, a hollow flexible washer 45 is inserted into a bolt 41, and further a hollow collar 44 is inserted, 43 is a washer, and 42 is a nut. Before being used, the flexible washer 45 is in a stretched state and deforms when subjected to a force.
【0013】角柱連結ブロック4の本体8にプレート12
を結合させるために、ナット42を回して螺合していく
と、ナット42がカラー44の位置まで移動してカラー44を
押すので、このカラー44が屈曲性座金45を押す。この力
によって、屈曲性座金45は、外側に張り出して折り曲げ
られて変形し、くさび効果によって、角柱連結ブロック
4とプレート12を強固に締め付けさせることができる。A plate 12 is attached to the main body 8 of the prismatic connection block 4.
When the nut 42 is turned and screwed in order to connect the two, the nut 42 moves to the position of the collar 44 and pushes the collar 44, and the collar 44 pushes the flexible washer 45. Due to this force, the flexible washer 45 projects outward and is bent and deformed, so that the prismatic coupling block 4 and the plate 12 can be firmly clamped by the wedge effect.
【0014】つぎに、角柱連結ブロックの隔壁を説明す
る。図1に示すように、前記角柱連結ブロック4の本体
8の中空部分には、平面視十字状の隔壁11を設けておく
のがよく、また、隔壁11を設けた場合には、角柱連結ブ
ロック4の強度が増し、角柱連結ブロック4の変形を抑
えることできるので、中空角柱5のねじりや梁23の傾き
を抑えることができる。図4〜5は本発明の連結ブロッ
クの他の実施形態の概略斜視図である。図4に示すよう
に、角柱連結ブロック20の中空部分に平面視井の字型の
隔壁21を設けてもよい。第一実施形態よりも、隔壁の数
が増えているので、より強固となっている。さらに、図
5に示すように、角柱連結ブロック30の中空部分に対角
線上に隔壁31を設けてもよい。このようにすれば少ない
隔壁で強度を高めることができる。すなわち、隔壁の数
は強度が得られれば何本であってもよいし、直交してい
なくてもよい。したがって、建築する骨組みの要求され
る強度に応じて、この強度に耐えうる隔壁が設けられた
連結ブロックを用いるとよい。なお、角柱連結ブロック
の強度が十分であれば、隔壁はなくてもよい。Next, the partition wall of the prismatic connecting block will be described. As shown in FIG. 1, a partition 11 having a cross shape in a plan view may be provided in the hollow portion of the main body 8 of the prismatic connecting block 4, and when the partitioning 11 is provided, the prismatic connecting block is provided. Since the strength of No. 4 is increased and the deformation of the prismatic connecting block 4 can be suppressed, the torsion of the hollow prism 5 and the inclination of the beam 23 can be suppressed. 4 to 5 are schematic perspective views of other embodiments of the connection block of the present invention. As shown in FIG. 4, a square-shaped partition wall 21 in plan view may be provided in the hollow portion of the prismatic connection block 20. Since the number of partition walls is larger than that in the first embodiment, it is stronger. Further, as shown in FIG. 5, partition walls 31 may be provided diagonally in the hollow portion of the prismatic connection block 30. By doing so, the strength can be increased with a small number of partition walls. That is, the number of partition walls may be any number as long as the strength is obtained, and may not be orthogonal. Therefore, depending on the required strength of the frame to be constructed, it is preferable to use a connecting block provided with a partition wall that can withstand this strength. The partition may be omitted as long as the strength of the prismatic connecting block is sufficient.
【0015】上記のごとく、本発明の建築骨組用の連結
ブロック、梁、および連結構造を用いれば、従来必要で
あった梁連結部材102 が必要なくなり、突起がなくなる
ので運びやすくなり、嵩張らないので多くの部品をトラ
ックに積むことができ、安全である。そして、従来必要
であった多くのスプライスプレート110 がまったく必要
なくなるのみならず、このスプライスプレート110 を締
着していた非常に多くの高力ボルト15が必要なくなるの
で、高力ボルト15の数は格段に減少する。このように、
部品の数を大幅に減少させることができるので、組立作
業時間を減少させることができる。また、溶接箇所が減
少するので、溶接作業時間に要していた時間が減少す
る。実際に、本発明者は本発明の角柱連結ブロック4や
梁23を用いて溶接作業した結果、建築骨組を組み立てる
ために要する全溶接時間の約50%を減少させることがで
きている。さらに、プレート12のボルト挿通孔13や角柱
連結ブロック4の結合孔を工場で正確に穿孔できるの
で、組み立てた上がった連結構造1は非常に精度の高い
ものとなる。したがって、建築骨組みの精度を向上さ
せ、かつトータルの作業時間を減少させることができ
る。As described above, when the connecting block, beam and connecting structure for the building frame of the present invention are used, the beam connecting member 102 which has been conventionally required is not required and the protrusion is eliminated, so that it is easy to carry and bulky. Many parts can be loaded on the truck and it is safe. And, not only the many splice plates 110 that were necessary in the past are not needed at all, but the very many high-strength bolts 15 that fasten the splice plate 110 are not necessary. Markedly reduced. in this way,
Since the number of parts can be significantly reduced, the assembly work time can be reduced. Further, since the number of welding points is reduced, the time required for the welding work time is reduced. In fact, as a result of welding work using the prismatic connection block 4 and the beam 23 of the present invention, the present inventor has been able to reduce approximately 50% of the total welding time required to assemble a building frame. Furthermore, since the bolt insertion hole 13 of the plate 12 and the coupling hole of the prismatic coupling block 4 can be accurately drilled at the factory, the assembled coupling structure 1 is highly accurate. Therefore, the accuracy of the building frame can be improved and the total working time can be reduced.
【0016】[0016]
【発明の効果】請求項1の角柱連結ブロックによれば、
高層建築物であって何階建てであっても、交互に中空角
柱を連結すれば、柱を高く何階にも積み上げることがで
き、また、梁連結部材を必要としないので、柱の突起物
がなくなり嵩ばらないので、安全にトラックに積み込み
やすく、トラックに積載する部品の数を増やすことがで
き、さらに、ダイヤフラムやあて板が必要なくなるの
で、溶接箇所が減って溶接作業工数を削減させることが
できる。請求項2の角柱連結ブロックによれば、格子状
の隔壁によって角柱連結ブロックの強度を増加させるこ
とができるので、応力集中に耐えて変形せず中空角柱や
梁の歪みや傾きを抑えることができる。請求項3の梁に
よれば、角柱連結ブロックの結合孔の位置に対応させ
て、プレートのボルト挿通孔を工場で正確に穿孔できる
ので、非常に精度の高い建築用骨組みを作ることができ
る。請求項4の連結構造によれば、数多く必要であった
スプライスプレートをなくすことができ、高力ボルトな
どの部品数を格段に少なくすることができ、また、角柱
連結ブロックと梁を少ない高力ボルトで簡単に連結させ
ることができるので、組立作業工数を削減させることで
きる。According to the prism connection block of claim 1,
No matter how many floors are high-rise buildings, if you connect the hollow prisms alternately, you can stack the pillars high up to many floors, and you do not need a beam connecting member. Since it does not become bulky, it can be safely loaded on the truck, the number of parts loaded on the truck can be increased, and since the diaphragm and the touch plate are not required, the number of welding points can be reduced and the welding man-hours can be reduced. You can According to the prismatic connection block of the second aspect, since the strength of the prismatic connection block can be increased by the lattice-shaped partition wall, it is possible to suppress distortion and inclination of the hollow prismatic or beam without resisting stress concentration and deformation. . According to the beam of the third aspect, since the bolt insertion holes of the plate can be accurately drilled in the factory in correspondence with the positions of the coupling holes of the prismatic connection block, it is possible to make a very accurate building frame. According to the connection structure of claim 4, it is possible to eliminate a large number of splice plates, and it is possible to significantly reduce the number of parts such as high-strength bolts, and to reduce the number of prismatic connection blocks and beams to high strength. Since they can be easily connected by bolts, the number of assembly work steps can be reduced.
【図1】本発明の一実施形態に係わる角柱連結ブロック
および梁の組立図である。FIG. 1 is an assembly view of a prismatic connection block and a beam according to an embodiment of the present invention.
【図2】本発明の一実施形態に係わる角柱連結ブロック
および梁の正面断面図である。FIG. 2 is a front sectional view of a prismatic connection block and a beam according to an embodiment of the present invention.
【図3】本発明の他の実施形態に係わる角柱連結ブロッ
クの断面図である。FIG. 3 is a sectional view of a prismatic connection block according to another embodiment of the present invention.
【図4】本発明の一実施形態に係わる一例の角柱連結ブ
ロックの概略斜視図である。FIG. 4 is a schematic perspective view of an example prismatic connection block according to the embodiment of the present invention.
【図5】本発明の一実施形態に係わる他の例の角柱連結
ブロックの概略斜視図である。FIG. 5 is a schematic perspective view of another example prismatic connection block according to the embodiment of the present invention.
【図6】従来の建設構造用の連結構造の概略斜視図であ
る。FIG. 6 is a schematic perspective view of a conventional connecting structure for a construction structure.
【図7】従来の建設構造用の連結構造の説明図である。FIG. 7 is an explanatory view of a conventional connecting structure for a construction structure.
【図8】従来の建設構造用の角柱連結ブロックおよび梁
の正面断面図である。FIG. 8 is a front cross-sectional view of a conventional prismatic connection block and a beam for a construction structure.
1 連結構造 2 柱 3 梁 4 角柱連結ブロック 5 中空角柱 6 上端挿入部 7 下端挿入部 8 本体 10 雌ネジ孔 11 隔壁 12 プレート 13 ボルト挿通孔 17 横梁 20 角柱連結ブロッ
ク 21 隔壁 23 梁 30 角柱連結ブロック 31 隔壁DESCRIPTION OF SYMBOLS 1 Connection structure 2 Pillar 3 Beam 4 Square column connection block 5 Hollow prism 6 Upper end insertion part 7 Lower end insertion part 8 Main body 10 Female screw hole 11 Partition wall 12 Plate 13 Bolt insertion hole 17 Horizontal beam 20 Rectangular column connection block 21 Partition wall 23 Beam 30 Rectangular column connection block 31 partitions
Claims (4)
ロックであって、本体と挿入部とからなり、該本体は、
前記ブロックの軸心に平行であり、各面が直角に交わる
4つの側壁を有し、該側壁にはそれぞれボルト結合孔が
穿孔されており、前記挿入部は、前記本体の上部に形成
された上端挿入部と、前記本体の下部に形成された下端
挿入部とからなり、前記上端挿入部と前記下端挿入部
は、いずれも、前記中空角柱の内周に密に挿入される外
形形状に形成されていることを特徴とする建築骨組用の
角柱連結ブロック。1. A block for connecting hollow prisms for a building structure, comprising a main body and an insertion portion, the main body comprising:
The block has four side walls that are parallel to the axis of the block and that intersect at right angles with each other. Bolt coupling holes are formed in the side walls, respectively, and the insertion portion is formed on the upper portion of the main body. It is composed of an upper end insertion portion and a lower end insertion portion formed in the lower portion of the main body, and both the upper end insertion portion and the lower end insertion portion are formed in an outer shape that is densely inserted into the inner circumference of the hollow prism. A prismatic connection block for architectural frames, which is characterized by being
方向に沿って平面視格子状の隔壁が設けられていること
を特徴とする請求項1記載の建築骨組用の角柱連結ブロ
ック。2. The prismatic connection block for a building frame according to claim 1, wherein partition walls having a lattice shape in plan view are provided inside the main body along the longitudinal direction of the main body.
であって、横梁の端面にプレートが取り付けられてお
り、該プレートには、前記本体の前記結合孔に対応する
位置に、ボルト挿通孔が穿孔されていることを特徴とす
る建築骨組用の梁。3. A beam for connecting to the prism connecting block, wherein a plate is attached to an end face of the horizontal beam, and the plate has a bolt insertion hole at a position corresponding to the coupling hole of the main body. Beams for architectural frames, characterized by being perforated.
と、該角柱連結ブロックの側壁に請求項3記載の梁のプ
レートを突き合わせ、ボルトを該プレートのボルト挿通
孔に通し、前記本体の結合孔に螺合したことを特徴とす
る建築骨組用の連結構造。4. The prismatic connection block according to claim 1 or 2, and the side wall of the prismatic connection block, the plate of the beam according to claim 3 is abutted, and a bolt is passed through a bolt insertion hole of the plate to connect the main body. A connection structure for an architectural frame characterized by being screwed into a hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25696095A JPH0978692A (en) | 1995-09-08 | 1995-09-08 | Square column connection block and beam for architectural frame and connection structure by use thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25696095A JPH0978692A (en) | 1995-09-08 | 1995-09-08 | Square column connection block and beam for architectural frame and connection structure by use thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0978692A true JPH0978692A (en) | 1997-03-25 |
Family
ID=17299768
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP25696095A Pending JPH0978692A (en) | 1995-09-08 | 1995-09-08 | Square column connection block and beam for architectural frame and connection structure by use thereof |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0978692A (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
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CN102312486A (en) * | 2011-07-13 | 2012-01-11 | 宝钢钢构有限公司 | Large cast steel node and application in superhigh building structure |
WO2012149829A1 (en) * | 2011-05-05 | 2012-11-08 | Yang Dongzuo | Beam column connector, forming method therefor, building frame structure, and installation method |
JP2013057233A (en) * | 2011-08-17 | 2013-03-28 | Yasuyuki Hara | Column-beam joint bracket |
CN104153517A (en) * | 2014-07-07 | 2014-11-19 | 张跃 | Structure column |
WO2018080619A1 (en) * | 2016-10-28 | 2018-05-03 | Bull Moose Tube Company | Hss connector with swaged interface |
US10676914B2 (en) | 2018-10-22 | 2020-06-09 | Bull Moose Tube Company | Structural support member having a tapered interface |
US10907345B2 (en) | 2018-10-22 | 2021-02-02 | Bull Moose Tube Company | Structural support member having a tapered interface |
WO2022217762A1 (en) * | 2021-04-13 | 2022-10-20 | 青岛理工大学 | Modular building integrated connection device and mounting method |
US11802401B2 (en) | 2017-04-03 | 2023-10-31 | Bull Moose Tube Company | Structural support member with swaged female interface |
-
1995
- 1995-09-08 JP JP25696095A patent/JPH0978692A/en active Pending
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2012149829A1 (en) * | 2011-05-05 | 2012-11-08 | Yang Dongzuo | Beam column connector, forming method therefor, building frame structure, and installation method |
CN102312486A (en) * | 2011-07-13 | 2012-01-11 | 宝钢钢构有限公司 | Large cast steel node and application in superhigh building structure |
JP2013057233A (en) * | 2011-08-17 | 2013-03-28 | Yasuyuki Hara | Column-beam joint bracket |
CN104153517A (en) * | 2014-07-07 | 2014-11-19 | 张跃 | Structure column |
WO2018080619A1 (en) * | 2016-10-28 | 2018-05-03 | Bull Moose Tube Company | Hss connector with swaged interface |
US11802401B2 (en) | 2017-04-03 | 2023-10-31 | Bull Moose Tube Company | Structural support member with swaged female interface |
US10676914B2 (en) | 2018-10-22 | 2020-06-09 | Bull Moose Tube Company | Structural support member having a tapered interface |
US10907345B2 (en) | 2018-10-22 | 2021-02-02 | Bull Moose Tube Company | Structural support member having a tapered interface |
US11299881B2 (en) | 2018-10-22 | 2022-04-12 | Bull Moose Tube Company | Structural support member having a tapered interface |
WO2022217762A1 (en) * | 2021-04-13 | 2022-10-20 | 青岛理工大学 | Modular building integrated connection device and mounting method |
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