JPH06212705A - Reinforcing structure for architectoral structure body - Google Patents

Reinforcing structure for architectoral structure body

Info

Publication number
JPH06212705A
JPH06212705A JP669193A JP669193A JPH06212705A JP H06212705 A JPH06212705 A JP H06212705A JP 669193 A JP669193 A JP 669193A JP 669193 A JP669193 A JP 669193A JP H06212705 A JPH06212705 A JP H06212705A
Authority
JP
Japan
Prior art keywords
deformation
column
external force
reinforcing
outer periphery
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
Application number
JP669193A
Other languages
Japanese (ja)
Inventor
Yoshihiro Nakamura
嘉宏 中村
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP669193A priority Critical patent/JPH06212705A/en
Publication of JPH06212705A publication Critical patent/JPH06212705A/en
Pending legal-status Critical Current

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  • Rod-Shaped Construction Members (AREA)

Abstract

PURPOSE:To relax the restriction of building design by fixing a reinforcing plate to ease structural-mechanical deformation around the outer periphery of a shape steel member where the structural-mechanical deformation results from external force given to a architectural structure body. CONSTITUTION:In the case where new deformation caused by external force in a steel frame column 1 is previously presumed, two sheets of deformation checking steel reinforcing plates 2 are attached to the outer periphery of the column 1 by welding so as to be located along a longitudinal direction and mutually opposite. Next, the plate 2 acts so as to increase thickness at the deforming spot of the column 1 and to check its deformation for restricting the deformation to that shown by a two-dot chain line. Thus the restriction of building design can be relaxed by fixing the plate to the outer periphery of the column 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、主としてユニット建
物などに採用される建物構造体の補強構造に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing structure for a building structure which is mainly used in a unit building or the like.

【0002】[0002]

【従来の技術】ユニット建物において、鉄骨柱と梁材
(いずれも形鋼材)とを溶接によって箱状に枠組みした
ラーメン構造の建物構造体が知られている。この種の建
物構造体では、各鉄骨柱にジョイントピース(接合部
材)を溶接固定し、この部分に梁材を挿入して二重構造
となった部分をさらに溶接固定している。また、上下階
間の連結には、ボルト締結も併用して各連結部分の連結
を確実なものとしている。
2. Description of the Related Art In a unit building, there is known a building structure having a rigid frame structure in which a steel column and a beam member (both shaped steel members) are framed into a box shape by welding. In this type of building structure, a joint piece (joint member) is welded and fixed to each steel column, and a beam member is inserted into this portion to further weld and fix a double-structured portion. In addition, bolts are also used to connect the upper and lower floors to ensure the connection of each connecting portion.

【0003】このような構造とすることにより、地震や
台風などによる外力を一ヶ所に集中させることなく構造
体全体で負担させ、その外力を積極的に基礎へ伝えて強
度の向上を図っている。ところで、建物の形態は個別的
なものであり、付加的な補強が必要なことも多い。この
ような場合、例えば特公昭61−42061号公報に示
されるように、水平ブレス(筋違)を対向しあう梁材間
に架設したり、サブラーメン構造を立設したりしてい
る。また、いわゆる中柱を立設する場合もある。あるい
は、鉄骨柱や梁材そのものの断面積を大きくして断面二
次モーメントを増加させることで補強を図る場合もあ
る。
With such a structure, the external force due to an earthquake or a typhoon is not concentrated in one place, but is carried by the entire structure, and the external force is positively transmitted to the foundation to improve the strength. . By the way, the form of the building is individual, and additional reinforcement is often necessary. In such a case, for example, as disclosed in Japanese Patent Publication No. 61-42061, a horizontal brace (brace) is installed between beam members facing each other or a sub-ramen structure is erected. In addition, a so-called center pillar may be erected. Alternatively, reinforcement may be attempted by increasing the cross-sectional area of the steel column or beam itself to increase the second moment of area.

【0004】[0004]

【発明が解決しようとする課題】しかし、上記のような
補強構造では、別途部材を用いた大がかりな施工となる
ため、トータルコストの増加が避けられない。また、別
途部材があることによって、居住空間や間取りなどにも
あらたな制約がでてくる。この発明は、このような実情
を考えあわせて創作されたもので、トータルコストの増
加を抑えるとともに、建物設計上の制約を緩和すること
のできる建物構造体の補強構造を提供することを目的と
している。
However, in the above-mentioned reinforcing structure, since a large-scale construction using a separate member is required, an increase in total cost cannot be avoided. In addition, since there are separate members, new restrictions are placed on the living space and floor plan. The present invention was created in consideration of such circumstances, and an object thereof is to provide a reinforcing structure for a building structure capable of suppressing an increase in total cost and relaxing restrictions on building design. There is.

【0005】[0005]

【課題を解決するための手段】上記の目的を達成するた
め、請求項1に記載の建物構造体の補強構造は、複数の
形鋼材を箱状に枠組みした建物構造体が受ける外力によ
って前記形鋼材のそれぞれに発生する構造力学的変形を
緩和する鋼製の補強プレートを、該当する前記形鋼材の
外周まわりに固定したことを特徴としている。
In order to achieve the above-mentioned object, the reinforcing structure for a building structure according to claim 1 is configured such that the structure is formed by an external force received by a building structure in which a plurality of shaped steel members are framed in a box shape. It is characterized in that a reinforcing plate made of steel for alleviating structural mechanical deformation occurring in each of the steel materials is fixed around the perimeter of the corresponding shaped steel material.

【0006】さらに、請求項2に記載の建物構造体の補
強構造は、前記型鋼材と前記補強プレートとを、それぞ
れの長手方向の端辺同士を揃えた状態で貼りあわせたこ
とを特徴としている。
Further, the reinforcing structure for a building structure according to a second aspect is characterized in that the shape steel material and the reinforcing plate are attached to each other in a state where their respective longitudinal ends are aligned. .

【0007】[0007]

【作用】請求項1に記載の建物構造体の補強構造によれ
ば、付加的な補強が必要な場合には、あらたな強度計算
をして補強の対象となる形鋼材を選定する。そして、そ
の補強に見合った寸法の鋼製の補強プレートを用意す
る。この補強プレートを該当する形鋼材の外周まわりに
溶接によって固定する。これによって、建物構造体が受
ける外力によって該当する形鋼材に発生する構造力学的
変形を緩和することができる。
According to the reinforcing structure for a building structure according to the first aspect, when additional reinforcement is required, a new strength calculation is performed to select a shaped steel material to be reinforced. Then, a reinforcing plate made of steel having a size suitable for the reinforcement is prepared. The reinforcing plate is fixed by welding around the outer circumference of the corresponding shaped steel material. Thereby, the structural mechanical deformation generated in the corresponding shaped steel material by the external force received by the building structure can be mitigated.

【0008】また、請求項2に記載の建物構造体の補強
構造によれば、前記型鋼材と前記補強プレートとを、そ
れぞれの長手方向の端辺同士を揃えた状態で貼りあわせ
るので、補強プレートの長手方向の端辺が、型鋼材の長
手方向の端辺から突出することがなく、納まりが良好な
ものとなり、施工上また外観上も好ましい。
Further, according to the reinforcing structure of the building structure of the present invention, since the shaped steel material and the reinforcing plate are attached to each other in a state in which their respective longitudinal ends are aligned, the reinforcing plate is formed. The longitudinal side edges of the do not project from the longitudinal side edges of the shaped steel material, resulting in good storage, which is preferable in terms of construction and appearance.

【0009】[0009]

【実施例】以下、この発明の建物構造体の補強構造の実
施例を、図面にもとづいて説明する。図1は、この発明
の第1実施例を示すもので、図中1は建物構造体の一部
を構成する形鋼材としての鉄骨柱である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of a reinforcing structure for a building structure according to the present invention will be described below with reference to the drawings. FIG. 1 shows a first embodiment of the present invention, in which 1 is a steel column as a shaped steel material forming a part of a building structure.

【0010】この鉄骨柱1は、用いる対象となる建物構
造体が要求する各種の構造力学的な諸変形、すなわち、
たわみ、ねじれ、せん断などを考慮に入れた設計がなさ
れているものであるが、前述したような事情を考えあわ
せた場合、さらなる補強が必要となる。つまり、これら
の型鋼材には、これらが構成する建物構造体の受ける外
力によってそれぞれが構造力学的にあらたな変形をきた
すことが予め想定される。(図1(C)中1点鎖線参
照)。
This steel column 1 has various structural mechanical deformations required by the building structure to be used, that is,
Although the design is made in consideration of bending, twisting, shearing, etc., further reinforcement is necessary when considering the above-mentioned circumstances. That is, it is assumed in advance that each of these mold steel materials undergoes new structural mechanical deformation due to the external force received by the building structure that constitutes them. (See the alternate long and short dash line in FIG. 1C).

【0011】このような変形を阻止する鋼製の補強プレ
ート2を、鉄骨柱1の外周面(外周まわり)に、長手方
向に沿って、しかも相対向させて2枚溶接によって取り
付けることで、これらのプレート2が、あたかも前記鉄
骨柱1の変形箇所の肉厚を増加させ、当該変形を阻止す
るふるまいをし、図1(C)中2点鎖線で示すような変
形に止めることができる。
The steel reinforcing plate 2 for preventing such deformation is attached to the outer peripheral surface (around the outer circumference) of the steel column 1 along the longitudinal direction and by facing each other by welding two plates. The plate 2 acts as if to increase the thickness of the deformed portion of the steel column 1 to prevent the deformation, and the deformation can be stopped as shown by the chain double-dashed line in FIG. 1 (C).

【0012】このとき、プレート2の寸法は、当然のこ
とながら周知の強度計算によって得られるものである。
図2は、この発明の第2実施例を示すもので、11は二
重柱である。これは、図中矢印Y示す外力の影響を考慮
にいれた構造であるが、断面コ字状のプレート12がこ
れらの外側からフランジを形成して補強しているため、
図中矢印Y方向に作用する外力に対して抵抗する強度が
向上している。
At this time, the dimensions of the plate 2 are naturally obtained by a well-known strength calculation.
FIG. 2 shows a second embodiment of the present invention, in which 11 is a double pole. This is a structure that takes into consideration the influence of the external force indicated by the arrow Y in the figure, but since the plate 12 having a U-shaped cross section forms a flange from the outside of these, it reinforces,
The strength of resisting an external force acting in the direction of the arrow Y in the figure is improved.

【0013】図3は、この発明の第3実施例を示すもの
で、21は断面コ字状の梁材である。これは、図中矢印
Zで示す外力の影響を考慮にいれた構造であるが、断面
コ字状のプレート22がこの内側から外周まわりにフラ
ンジを形成して補強しているため、図中矢印Z方向に作
用する外力に対して抵抗する強度が向上している。しか
も、その取付位置が梁材21の内側であることから、そ
の存在が建物設計上におよぼす影響も少なくて済む。
FIG. 3 shows a third embodiment of the present invention, in which 21 is a beam member having a U-shaped cross section. This is a structure that takes into consideration the influence of an external force indicated by an arrow Z in the figure, but since the plate 22 having a U-shaped cross section forms a flange from the inner side to the outer periphery to reinforce, the arrow in the figure The strength to resist the external force acting in the Z direction is improved. In addition, since the mounting position is inside the beam 21, the presence thereof is less likely to affect the building design.

【0014】つまり、型鋼材1、11、21に付加的な
補強が必要な場合には、あらたな強度計算をして補強の
対象となるそれらの形鋼材の補強に見合った寸法の鋼製
の前記補強プレートを該当する形鋼材の外周まわりに溶
接によって固定することによって、建物構造体が受ける
外力によって該当する形鋼材に発生する構造力学的変形
を緩和することができる。
In other words, when additional reinforcement is required for the shaped steel materials 1, 11, and 21, a new strength calculation is performed to make the steel products of dimensions commensurate with the reinforcement of those shaped steel materials to be reinforced. By fixing the reinforcing plate around the outer circumference of the corresponding shaped steel material by welding, it is possible to mitigate structural mechanical deformation generated in the corresponding shaped steel material by an external force received by the building structure.

【0015】なお、本発明は本実施例に限定されるもの
ではなく、建物以外の構造物(橋梁、付帯設備等)にも
広く応用することができるものである。
The present invention is not limited to this embodiment, and can be widely applied to structures other than buildings (bridges, incidental equipment, etc.).

【0016】[0016]

【発明の効果】以上説明したように、請求項1に記載の
発明によれば、建物構造体を構成する型鋼材に付加的な
補強が必要な場合には、あらたな強度計算をして補強の
対象となる形鋼材を選定する。そして、その補強に見合
った寸法の鋼製の補強プレートを用意する。この補強プ
レートを該当する形鋼材の外周まわりに溶接によって固
定する。これによって、建物構造体が受ける外力によっ
て該当する形鋼材に発生する構造力学的変形を緩和する
ことができるという効果がある。
As described above, according to the invention described in claim 1, when additional reinforcement is required for the die steel material constituting the building structure, a new strength calculation is performed to reinforce it. Select the shaped steel that is subject to. Then, a reinforcing plate made of steel having a size suitable for the reinforcement is prepared. The reinforcing plate is fixed by welding around the outer circumference of the corresponding shaped steel material. As a result, there is an effect that it is possible to mitigate the structural mechanical deformation generated in the corresponding shaped steel material by the external force received by the building structure.

【0017】また、請求項2に記載の発明によれば、前
記型鋼材と前記補強プレートとを、それぞれの長手方向
の端辺同士を揃えた状態で貼りあわせるので、補強プレ
ートの長手方向の端辺が、型鋼材の長手方向の端辺から
突出することがなく、納まりが良好なものとなり、施工
上また外観上も好ましいというさらなる効果がある。
Further, according to the second aspect of the invention, since the shaped steel material and the reinforcing plate are attached to each other in a state in which their respective longitudinal end sides are aligned, the longitudinal end of the reinforcing plate. The side does not project from the end side in the longitudinal direction of the shaped steel material, the storage is good, and there is a further effect that it is preferable in terms of construction and appearance.

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

【図1】この発明の第1実施例を示すもので、(A)は
横断面図、(B)は側面図、(C)は状態説明図であ
る。
1A and 1B show a first embodiment of the present invention, in which FIG. 1A is a cross sectional view, FIG. 1B is a side view, and FIG.

【図2】この発明の第2実施例を示す横断面図である。FIG. 2 is a cross sectional view showing a second embodiment of the present invention.

【図3】この発明の第3実施例を示す横断面図である。FIG. 3 is a cross sectional view showing a third embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 鉄骨柱(形鋼材) 2 鋼製の補強プレート。 1 Steel column (shaped steel material) 2 Reinforcement plate made of steel.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 複数の形鋼材を箱状に枠組みした建物構
造体が受ける外力によって構造力学的変形がもたらされ
る前記形鋼材の外周まわりに、前記構造力学的変形を緩
和する鋼製の補強プレートを固定したことを特徴とする
建物構造体の補強構造。
1. A reinforcing plate made of steel for alleviating the structural mechanical deformation around the outer periphery of the structural steel, which is structurally mechanically deformed by an external force received by a building structure in which a plurality of structural steel members are framed. Reinforcement structure of building structure characterized by fixing.
【請求項2】 前記型鋼材と前記補強プレートとを、そ
れぞれの長手方向の端辺同士を揃えた状態で貼りあわせ
たことを特徴とする請求項1に記載の建物構造体の補強
構造。
2. The reinforcing structure for a building structure according to claim 1, wherein the shape steel material and the reinforcing plate are attached to each other in a state where respective longitudinal edges are aligned.
JP669193A 1993-01-19 1993-01-19 Reinforcing structure for architectoral structure body Pending JPH06212705A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP669193A JPH06212705A (en) 1993-01-19 1993-01-19 Reinforcing structure for architectoral structure body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP669193A JPH06212705A (en) 1993-01-19 1993-01-19 Reinforcing structure for architectoral structure body

Publications (1)

Publication Number Publication Date
JPH06212705A true JPH06212705A (en) 1994-08-02

Family

ID=11645379

Family Applications (1)

Application Number Title Priority Date Filing Date
JP669193A Pending JPH06212705A (en) 1993-01-19 1993-01-19 Reinforcing structure for architectoral structure body

Country Status (1)

Country Link
JP (1) JPH06212705A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001288817A (en) * 2000-04-05 2001-10-19 Sekisui Chem Co Ltd Reinforcement structure of unit building
CN114541577A (en) * 2022-02-23 2022-05-27 李刚强 Fire prevention heat preservation type high strength assembly type steel structure for building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001288817A (en) * 2000-04-05 2001-10-19 Sekisui Chem Co Ltd Reinforcement structure of unit building
CN114541577A (en) * 2022-02-23 2022-05-27 李刚强 Fire prevention heat preservation type high strength assembly type steel structure for building

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