JP2000080758A - Earthquake-resistant uncollapsible column for building - Google Patents
Earthquake-resistant uncollapsible column for buildingInfo
- Publication number
- JP2000080758A JP2000080758A JP10265672A JP26567298A JP2000080758A JP 2000080758 A JP2000080758 A JP 2000080758A JP 10265672 A JP10265672 A JP 10265672A JP 26567298 A JP26567298 A JP 26567298A JP 2000080758 A JP2000080758 A JP 2000080758A
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- JP
- Japan
- Prior art keywords
- column
- wire
- building
- holes
- earthquake
- 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.)
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- Rod-Shaped Construction Members (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、木造住宅等の建築
における耐震性柱及び該柱を構成する構造部材に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic column in a building such as a wooden house and a structural member constituting the column.
【０００２】[0002]
【従来の技術】従来は、柱と梁を固定する方法として、
柱にはホゾを切り、梁にはホゾ穴を穿って、両者を嵌合
し、次いで柱と梁との接合する側面に、補強のためにカ
スガイを打ちつけたり、釘やネジで止めるようにした金
具を用いて固定する方法が古来から広く行われていた。
しかしながら、上記方法は経済性、迅速性、及び強度に
欠けるため、柱と梁を結合するのに、近年は、いわゆる
ホゾパイプと通称される鋼板からなる金具を使用して柱
と梁をボルトとドリフトピンで止める方法が公知の方法
として行われている。2. Description of the Related Art Conventionally, as a method of fixing a column and a beam,
A mortise is cut into the pillar, a mortise is drilled into the beam, and the two are fitted together. Then, on the side where the pillar and beam are joined, a scab is used for reinforcement, or a nail or screw is used to fix it. The fixing method using metal fittings has been widely used since ancient times.
However, since the above method lacks economy, speed, and strength, in recent years, when joining columns and beams, bolts and bolts have been used for bolts and columns using metal fittings made of steel plates commonly called so-called mortar pipes. The method of fixing with a pin is performed as a known method.
【０００３】[0003]
【発明が解決しようとする課題】しかしながら、ホゾパ
イプを使用する方法であっても経済性、迅速性、及び強
度、特に耐震性という点で不充分なものであった。即
ち、柱と梁の結合箇所は建物全体で相当数あり、これら
に対応する数量を使用しなければならないホゾパイプの
コストは多大である。又、ホゾパイプは全て手作業で止
めなければならないので多大な労働力、時間を必要と
し、更には耐震性等の強度の向上という点についても、
強い力が建物にかかった場合、ホゾパイプを止めるため
にボルトをねじ込んだ部分に応力集中が起こり、該部分
から破壊するおそれがあるという問題点も有していた。However, even the method using a mortise pipe is insufficient in terms of economy, quickness, and strength, particularly, earthquake resistance. That is, there are considerable numbers of joints between columns and beams in the whole building, and the cost of the mortise pipe for which a corresponding quantity must be used is enormous. Also, since all the hozo pipes must be manually stopped, a large amount of labor and time are required, and further, regarding the improvement of strength such as earthquake resistance,
When a strong force is applied to a building, stress concentration occurs in a portion where a bolt is screwed in order to stop a mortise pipe, and there is a problem that the portion may be broken from the portion.
【０００４】本発明はこのような従来から行われてきた
柱と梁を固定する部材、方法の欠点に鑑みてなされたも
のであって、経済性、作業の迅速性に富み、且つ地震等
によって建物にかかる外力を柔軟に吸収し建築物を破壊
から防ぐことができる建築用柱を提供することを目的と
する。SUMMARY OF THE INVENTION The present invention has been made in view of the above-described drawbacks of members and methods for fixing a column and a beam, and has high economic efficiency, quick operation, and has been developed due to an earthquake or the like. An object of the present invention is to provide a building column capable of flexibly absorbing external force applied to a building and preventing the building from being destroyed.
【０００５】[0005]
【課題を解決するための手段】本発明は、貫通孔を有す
る複数の柱構成部材が該貫通孔の中に挿通されたワイヤ
ーで連結されてなることを特徴とする建築用耐震性不倒
壊柱を要旨とする。本発明においては、貫通孔に挿通さ
れたワイヤーが土台と梁に固着することが好ましく、各
柱構成部材がピン孔を有し、且つ該ピン孔に嵌入したピ
ンを介して各柱構成部材を相互に固定することが更に好
ましい。According to the present invention, there is provided an earthquake-resistant non-collapse column for a building, characterized in that a plurality of column members having a through hole are connected by a wire inserted into the through hole. Is the gist. In the present invention, it is preferable that the wire inserted into the through-hole is fixed to the base and the beam, and each column-constituting member has a pin hole, and each column-constituting member is inserted through a pin fitted into the pin hole. More preferably, they are fixed to each other.
【０００６】[0006]
【発明の実施の形態】以下、本発明を実施例に基づき詳
細に説明する。図１は本発明の建築用耐震性不倒壊柱を
構成する柱構成部材の一例を示す図面であって、図１
（ａ）は平面図、図１（ｂ）は縦断面図である。図１に
おいて、１は柱構成部材、２は上下方向の貫通孔、７は
ピン穴である。該柱構成部材１の形状には特に制限はな
く、例えば正方形の角柱、多角形の角柱、円柱等が挙げ
られるが、正方形の角柱が一般的である。又、該柱構成
部材の上部と下部が同一形状である必要もなく、例えば
円錐等の形状であっても構わない。又、各柱構成部材ご
との形状が一定である必要はなく、例えば、円柱と角柱
の組み合わせや横断面の面積が異なる角柱の組み合わせ
等であっても構わない。DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail based on embodiments. FIG. 1 is a drawing showing an example of a pillar constituting member constituting a building earthquake-resistant collapsed pillar according to the present invention.
1A is a plan view, and FIG. 1B is a longitudinal sectional view. In FIG. 1, reference numeral 1 denotes a pillar component, 2 denotes a vertical through hole, and 7 denotes a pin hole. There is no particular limitation on the shape of the pillar constituent member 1, and examples thereof include a square prism, a polygonal prism, and a cylinder. A square prism is generally used. Also, the upper and lower portions of the column member need not be of the same shape, and may be, for example, a cone. Further, the shape of each pillar component does not need to be constant, and for example, a combination of a cylinder and a prism or a combination of prisms having different cross-sectional areas may be used.
【０００７】上記柱構成部材１の上下方向の長さも特に
制限はなく、地震時の耐衝撃吸収性や柱構成部材を製作
する際の加工性、柱を組み立てる際の作業性を考慮し
て、適宜選択することができる。尚、各柱構成部材ごと
の長さは一定である必要はなく、異なる長さの部材を組
み合わせることもできる。又、該柱構成部材１の材質も
特に制限はなく、木材、金属等を使用することができる
が、木材が一般的である。又、柱全体を同一の材質で構
成する必要はなく、例えば木材の柱であっても檜、杉等
の異なる素材を使用することができ、更には端材であっ
ても使用することができる。The length of the column member 1 in the vertical direction is not particularly limited. Considering the shock absorption during an earthquake, the workability in manufacturing the column member, and the workability in assembling the column, It can be selected as appropriate. Note that the length of each pillar component need not be constant, and members of different lengths may be combined. The material of the column member 1 is not particularly limited, and wood, metal and the like can be used, but wood is generally used. Further, it is not necessary that the entire column is made of the same material. For example, even a wooden pillar can use different materials such as cypress and cedar, and can also be used as a scrap material. .
【０００８】上記柱構成部材１は、上下方向に貫通孔２
を有することを特徴とする。貫通孔２の数には特に制限
はなく、後述するワイヤー３の必要とする本数に対応し
て定められ、複数個の孔が貫通していても構わないが、
孔を貫通させる加工性、柱の組立作業が容易であるとい
う点から通常は１個である。貫通孔２の形状も特に制限
はなく、後述するワイヤー３を挿通することができれば
どの様な形状であっても構わないが、通常は加工性の点
から円形の形状が一般的である。尚、貫通孔２の位置
は、孔が一個の場合は柱の横断面の中心を貫通している
ことが好ましいが、強度さえ確保できれば中心からずれ
ていても構わない。又、孔が複数の場合は横断面の中心
に対して対象的に孔の位置を設けるのが通常ではある
が、非対象の位置としても構わない。The column member 1 is provided with a through hole 2 in the vertical direction.
It is characterized by having. The number of the through holes 2 is not particularly limited, and is determined according to the required number of the wires 3 described later, and a plurality of holes may be penetrated.
Usually, the number is one in view of the workability of penetrating the hole and the ease of assembling the column. The shape of the through-hole 2 is not particularly limited, and any shape may be used as long as the wire 3 described later can be inserted. However, a circular shape is generally used from the viewpoint of workability. In the case of a single hole, the position of the through hole 2 preferably passes through the center of the cross section of the column, but may be off the center as long as the strength can be ensured. Further, when there are a plurality of holes, the positions of the holes are usually provided symmetrically with respect to the center of the cross section, but they may be asymmetrical.
【０００９】上記構成部材１は、図１（ｂ）に示すよう
なピン穴を有することが望ましい。図２に示す様に、上
下に位置する各構成部材１，１の対応するピン穴７にピ
ン６を挿入し嵌合することにより両柱構成部材１，１を
連結すれば、各構成部材１，１が横方向にずれるのを防
ぐことができるからである。It is desirable that the constituent member 1 has a pin hole as shown in FIG. As shown in FIG. 2, if the two pillar components 1 and 1 are connected by inserting and fitting the pins 6 into the corresponding pin holes 7 of the upper and lower components 1, 1, the respective components 1 , 1 can be prevented from shifting in the horizontal direction.
【００１０】図２は、本発明における前記構成部材、前
記貫通孔２に挿通されたワイヤー３、建物の土台、建物
の梁の関係の一例を示す斜視図であって、４は土台、５
は梁である。FIG. 2 is a perspective view showing an example of the relationship among the components in the present invention, the wires 3 inserted into the through holes 2, the foundation of the building, and the beams of the building.
Is a beam.
【００１１】本発明は、前記各構成部材の上下方向に設
けられた貫通孔２にワイヤー３を挿通し、各構成部材を
連結することを特徴とする。このように別々に切り離さ
れた各構成部材をワイヤー３で連結する構造とすること
により、地震等による強い力が加わってもワイヤー３が
該応力を柔軟に吸収し、柱が倒壊するのを防ぐことがで
きる。上記ワイヤー３の材質は、強度、柔軟性、及び耐
久性を有するものであれば、鉄、ステンレス等の金属や
アラミド繊維等を使用できるが、一般的には価格、加工
性等の点から鉄が使用される。該ワイヤー３は、構成部
材１個に対して１本挿通されているのが通常であるが、
構成部材１個に複数のワイヤーを挿通しても構わない。
該ワイヤーは建物全体を支えることができる強度を必要
とし、該ワイヤーの強度は、建物の高さ、総重量、地震
等による瞬間的な揺れの加動力、安全係数を考慮して定
められる。該ワイヤーは、ＪＩＳＧ３５０６のＳＷＲＨ
５２〜８２と同等以上の線材を使用したものを選択し、
該ワイヤーの径は、要求される破断荷重から破断荷重と
ロープ径の関係について規定するＪＩＳＧ３５２５−１
９８８の規格に基いて定められる。具体的には、通常は
５〜２５ｍｍの範囲以内のワイヤーを使用するが、建物
が大きい場合等であって柱が長く太い場合等は、上記の
要素を考慮して強度を定め、その数値に対応した太さ、
本数のワイヤーを使用しなければならない。尚、ワイヤ
ーは施工後の伸びを防止するため、プリテンション加工
が施されたものが好ましい。尚、プリテンション加工と
は、予めワイヤーの伸びる部分を機械で伸ばしてそれ以
上伸びないような加工を施すことをいう。The present invention is characterized in that a wire 3 is inserted into a through hole 2 provided in a vertical direction of each of the constituent members, and the respective constituent members are connected. The structure in which the separately separated components are connected by the wire 3 in this manner allows the wire 3 to flexibly absorb the stress even when a strong force due to an earthquake or the like is applied and prevent the column from collapsing. be able to. As long as the material of the wire 3 has strength, flexibility, and durability, metals such as iron and stainless steel, and aramid fibers can be used. Is used. Usually, one wire 3 is inserted into one component member,
A plurality of wires may be inserted into one component member.
The wire needs to have a strength capable of supporting the entire building, and the strength of the wire is determined in consideration of the height of the building, the total weight, the momentary shaking force due to an earthquake or the like, and a safety factor. The wire is SWRH of JISG3506.
Select one using a wire material equivalent to or greater than 52-82,
The diameter of the wire is defined by JIS G3525-1, which defines the relationship between the breaking load and the rope diameter from the required breaking load.
It is determined based on the 988 standard. Specifically, wires within the range of 5 to 25 mm are usually used, but when the building is large and the columns are long and thick, etc. Corresponding thickness,
The number of wires must be used. Note that the wire is preferably pre-tensioned to prevent elongation after construction. Note that the pretensioning means that a portion where the wire is stretched is stretched by a machine in advance and a process is performed so that the wire is no longer stretched.
【００１２】本発明における耐震性不倒壊柱は、図３に
示すように、各構成部材を連結したワイヤー３の下端を
木又は金属等からなる建物の土台４に固定し、該ワイヤ
ー３の上端を建物の天井を構成し屋根を支える梁１１に
固定することが好ましい。このような構造とすることに
より、該柱は建物全体を支えることができ、又、地震等
により建物に強い外力が加わった場合に、該外力を柔軟
に吸収し建物を倒壊から防ぐことができる。As shown in FIG. 3, the quake-resistant collapse column of the present invention fixes the lower end of a wire 3 connecting each component to a base 4 of a building made of wood, metal, or the like. Is preferably fixed to a beam 11 that forms the ceiling of the building and supports the roof. With such a structure, the pillar can support the entire building, and when a strong external force is applied to the building due to an earthquake or the like, the column can flexibly absorb the external force and prevent the building from collapsing. .
【００１３】図３は、本発明の耐震性不倒壊柱を用いて
二階建ての建物を組み立てた場合の一例を示す縦断面図
である。８は建物全体を支える通し柱、９は一階と二階
を結合する管柱、１０はコンクリート等から成る建物全
体の基礎、５は建物の二階を構成し床を支える梁、１２
はワイヤーの下端を土台に固定する固定部材、１３はワ
イヤーの上端を梁に固定する固定部材、１４はアンカー
ボルトである。FIG. 3 is a longitudinal sectional view showing an example of a case where a two-story building is assembled using the earthquake-resistant collapsed column according to the present invention. Numeral 8 is a through column supporting the whole building, 9 is a column connecting the first floor and the second floor, 10 is a foundation of the whole building made of concrete or the like, 5 is a beam constituting the second floor of the building and supporting the floor, 12
Is a fixing member for fixing the lower end of the wire to the base, 13 is a fixing member for fixing the upper end of the wire to the beam, and 14 is an anchor bolt.
【００１４】上記ワイヤー３を土台１１等に固定する方
法には特に制限はなく、吊り橋等において橋梁を支える
ワイヤーを固定する方法等の公知の方法や、ワイヤーロ
ープの端末を止めるために通常行われている方法、即
ち、図４（ａ）〜（ｄ）に示す （ａ）アイスプライスの加工を施す方法、（ｂ）圧縮止
め法、（ｃ）ソケット止め法、（ｄ）クリップ止め法等
の技法を使用することができる。又、例えば図３に示す
ように、柱の下端を止める方法として、ボルト１２１、
ナット１２２、コイルスプリング１２３、ワッシャー１
２４からなる固定部材１２を用い、コイルスプリング１
２３、ワッシャー１２４を介して、ワイヤー３に装着さ
れたボルト１２１をナット１２２で締め付けて柱を固定
する方法が挙げられる。本発明の柱においては、このよ
うにコイルスプリング１２３を取り付けて外力を柔軟に
吸収できる構造とすることが好ましい。柱の上端を固定
する方法として、ボルト１２１、ナット１２２、ワッシ
ャー１２４からなる固定部材１３を用いて、ワッシャー
１２４を介して、ワイヤー３に装着されたボルト１２１
をナット１２２で締め付けて固定する方法が挙げられ
る。尚、該固定部材１３においても、コイルスプリング
１２３を介在させることができる。又、図５に示す柱固
定部の様に、末端が輪状になっている図４に示す各種の
ワイヤーを使用し、建築物に固定された鉄棒等を上記輪
に挿入して固定する方法も挙げられる。The method for fixing the wire 3 to the base 11 or the like is not particularly limited, and is generally performed by a known method such as a method for fixing a wire for supporting a bridge in a suspension bridge or the like, or a method for stopping a terminal of a wire rope. 4 (a) to (d) shown in FIGS. 4 (a) to 4 (d), such as (a) a method for processing an ice price, (b) a compression stop method, (c) a socket stop method, and (d) a clip stop method. Techniques can be used. As shown in FIG. 3, for example, bolts 121,
Nut 122, coil spring 123, washer 1
24, the coil spring 1 is used.
23, a method of fastening the bolt 121 attached to the wire 3 with the nut 122 via the washer 124 to fix the column. In the column of the present invention, it is preferable that the coil spring 123 is attached in this manner to have a structure capable of flexibly absorbing external force. As a method of fixing the upper end of the column, a bolt 121 attached to the wire 3 via the washer 124 using a fixing member 13 including a bolt 121, a nut 122, and a washer 124.
Is fixed by tightening with a nut 122. Note that the coil spring 123 can be interposed also in the fixing member 13. In addition, as in the column fixing portion shown in FIG. 5, various types of wires shown in FIG. 4 having a ring-shaped end are used, and a method of inserting an iron bar or the like fixed to a building into the above-mentioned ring and fixing the same is also available. No.
【００１５】本発明における不倒壊柱は、建物全体を支
える通し柱としてだけでなく、２階建以上の建物の場
合、例えば１階と２階を結合する管柱８等としても使用
することができる。The collapsed pillar in the present invention can be used not only as a through pillar for supporting the whole building, but also as a pillar 8 connecting the first floor and the second floor in the case of a building having two or more floors. .
【００１６】本発明の他の実施例を図６に示す。本発明
においては、図７に示す様に柱構成部材を割型２１，２
１にすることができる。即ち、両割型２１，２１をビス
孔２２に挿通したビス２３で締め付けて固定することに
より柱を構成することができる。このような構造にする
ことにより、各構成部材が白蟻等により侵食された場合
であっても、該侵食された構成部材を除去し、該侵食さ
れた構成部材の替わりに上記割型をはめ込み固定して柱
の一部とすることができ、柱の修理が容易である。FIG. 6 shows another embodiment of the present invention. In the present invention, as shown in FIG.
Can be 1. That is, a pillar can be formed by fastening and fixing the split molds 21 and 21 with the screws 23 inserted into the screw holes 22. With such a structure, even when each component is eroded by termites or the like, the eroded component is removed, and the split mold is inserted and fixed in place of the eroded component. And can be part of a pillar, making repair of the pillar easier.
【００１７】[0017]
【発明の効果】以上説明したように、本発明の柱は耐震
性に極めて優れている。又、各構成部材の貫通孔にワイ
ヤーを挿通して各構成部材を組み上げ、該ワイヤーの上
端、下端を固定するだけで柱を建てることができるの
で、柱を建てるのが容易な上に工期を短縮し、建築費を
安くすることもできる。又、本発明には、構成部材の
数、長さ、及びワイヤーの長さを変えるだけで通し柱の
長さを自由に変えることができる他、柱の構成部材とし
て端材であっても使用することができ、更に容易に階層
を積み重ねることができるという利点もある。As described above, the column of the present invention is extremely excellent in earthquake resistance. In addition, a pillar can be built only by fixing the upper and lower ends of the wire by inserting a wire into the through hole of each component and assembling each component. It can also reduce construction costs. Further, in the present invention, the length of the through column can be freely changed only by changing the number, length, and length of the wire of the constituent members. In addition, even a scrap material is used as a constituent member of the column. There is also an advantage that the layers can be easily stacked.
【図１】本発明の耐震性不倒壊柱の構成部材の一例を示
す図面であって、（ａ）は平面図、（ｂ）は縦断面図で
ある。BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a drawing showing an example of components of an earthquake-resistant collapsed column according to the present invention, wherein (a) is a plan view and (b) is a longitudinal sectional view.
【図２】本発明の実施例を示す分解斜視図である。FIG. 2 is an exploded perspective view showing an embodiment of the present invention.
【図３】図３は、本発明の耐震性不倒壊柱を組み立てた
状態の一例を示す縦断面図である。FIG. 3 is a longitudinal sectional view showing an example of a state in which an earthquake-resistant collapsed column according to the present invention is assembled.
【図４】図４（ａ）〜（ｄ）は、ワイヤーの端末を止め
るために通常行われている方法の斜視図である。 （ａ）アイスプライス加工法 （ｂ）圧縮止め法 （ｃ）ソケット止め法 （ｄ）クリップ止め法FIGS. 4 (a) to 4 (d) are perspective views of a conventional method for stopping a wire terminal. (A) Ice price processing method (b) Compression stop method (c) Socket stop method (d) Clip stop method
【図５】図５は、柱固定部にアイスプライス加工を施さ
れたワイヤーを用いて、本発明の耐震性不倒壊柱を組み
立てた状態の一例を示す縦断面図である。FIG. 5 is a vertical cross-sectional view showing an example of a state in which an earthquake-resistant collapse column according to the present invention is assembled using a wire having a pillar fixing portion subjected to an ice price process.
【図６】二つ割りにした割型構成部材である。FIG. 6 is a diagram illustrating a split-type component member divided into two parts.
１ 耐震性不倒壊柱の構成部材 ２ 長手方向の貫通孔 ３ ワイヤー ４ 建物の土台 ５ 建物の梁 ６ ピン ７ ピン穴 ８ 建物全体を支える通し柱 ９ 一階と二階の管柱 １０ 建物全体の基礎 １１ 建物の天井を構成し屋根を支える梁 １２ ワイヤーの下部を土台に固定する治
具 １２１ ボルト １２２ ナット １２３ コイルスプリング １２４ ワッシャー １３ ワイヤーの上部を梁に固定する治
具。 １４ アンカーボルト ２１ 二つ割りにした構成部材 ２２ ビス穴 ２３ ビス ３１ 鉄棒 ３２ ワイヤー末端のアイスプライス加工
を施された部分DESCRIPTION OF SYMBOLS 1 Constituent member of earthquake-resistant collapsed column 2 Longitudinal through-hole 3 Wire 4 Building base 5 Building beam 6 Pin 7 Pin hole 8 Through column supporting the whole building 9 Tube column on the first and second floor 10 Foundation of the whole building 11 Beam that constitutes the ceiling of the building and supports the roof 12 A jig for fixing the lower part of the wire to the base 121 Bolt 122 Nut 123 Coil spring 124 Washer 13 A jig for fixing the upper part of the wire to the beam. 14 Anchor bolt 21 Divided component member 22 Screw hole 23 Screw 31 Iron bar 32 Ice-priced part of wire end
フロントページの続き Ｆターム(参考） 2E125 AA04 AA08 AA13 AB12 AC23 AG03 AG04 AG38 AG60 BA42 BB08 BB30 BD01 BE05 BF03 CA05 CA09 CA13 CA57 CA64 EA17 EA33 EB08 2E163 FA02 FA12 FB06 FB31 FB34 FB43 FB44 FB46 FC01 FC23 FC31 FC38 FC41 FF02 Continued on the front page F-term (reference) 2E125 AA04 AA08 AA13 AB12 AC23 AG03 AG04 AG38 AG60 BA42 BB08 BB30 BD01 BE05 BF03 CA05 CA09 CA13 CA57 CA64 EA17 EA33 EB08 2E163 FA02 FA12 FB06 FB31 FB34 FB43 FB44 FC41 FC38
Claims (3)
通孔の中に挿通されたワイヤーで連結されてなることを
特徴とする建築用耐震性不倒壊柱。1. An earthquake-resistant collapsed column for building, wherein a plurality of column members having through holes are connected by wires inserted into the through holes.
に固着されてなることを特徴とする請求項１記載の建築
用耐震性不倒壊柱。2. The quake-resistant collapse column for building according to claim 1, wherein the wire inserted into the through hole is fixed to the base and the beam.
ン孔に嵌入したピンを介して各柱構成部材が相互に固定
してなることを特徴とする請求項１記載の建築用耐震性
不倒壊柱。3. The architectural structure according to claim 1, wherein each of the column members has a pin hole, and the respective column members are fixed to each other via a pin fitted into the pin hole. Earthquake resistant collapse column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10265672A JP2000080758A (en) | 1998-09-03 | 1998-09-03 | Earthquake-resistant uncollapsible column for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10265672A JP2000080758A (en) | 1998-09-03 | 1998-09-03 | Earthquake-resistant uncollapsible column for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2000080758A true JP2000080758A (en) | 2000-03-21 |
Family
ID=17420398
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10265672A Pending JP2000080758A (en) | 1998-09-03 | 1998-09-03 | Earthquake-resistant uncollapsible column for building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2000080758A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2003038202A2 (en) * | 2001-11-02 | 2003-05-08 | Express Building Systems Limited | Building construction and method of manufacturing same |
| KR101072007B1 (en) | 2011-04-12 | 2011-10-10 | 조주영 | Pillar for landscaping structure including pavilion and pergola |
| JP2018162590A (en) * | 2017-03-25 | 2018-10-18 | 株式会社アイタ工業 | Wooden cylindrical member and structure formed using the same |
| KR102237910B1 (en) * | 2020-04-29 | 2021-04-08 | 휴인 주식회사 | Module unit of modular building |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06117021A (en) * | 1992-01-17 | 1994-04-26 | Senji Okuda | Pillar body connecting structure in wooden architecture |
| JPH09256467A (en) * | 1996-03-18 | 1997-09-30 | Hidetoshi Okawa | Framework structure for wooden building |
-
1998
- 1998-09-03 JP JP10265672A patent/JP2000080758A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06117021A (en) * | 1992-01-17 | 1994-04-26 | Senji Okuda | Pillar body connecting structure in wooden architecture |
| JPH09256467A (en) * | 1996-03-18 | 1997-09-30 | Hidetoshi Okawa | Framework structure for wooden building |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2003038202A2 (en) * | 2001-11-02 | 2003-05-08 | Express Building Systems Limited | Building construction and method of manufacturing same |
| WO2003038202A3 (en) * | 2001-11-02 | 2004-03-04 | Express Building Systems Ltd | Building construction and method of manufacturing same |
| KR101072007B1 (en) | 2011-04-12 | 2011-10-10 | 조주영 | Pillar for landscaping structure including pavilion and pergola |
| JP2018162590A (en) * | 2017-03-25 | 2018-10-18 | 株式会社アイタ工業 | Wooden cylindrical member and structure formed using the same |
| JP7070884B2 (en) | 2017-03-25 | 2022-05-18 | 株式会社アイタ工業 | Wooden tubular member and structure formed by using it |
| KR102237910B1 (en) * | 2020-04-29 | 2021-04-08 | 휴인 주식회사 | Module unit of modular building |
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