JPH0718879A - Expansion column and joint structure for frame expansion - Google Patents
Expansion column and joint structure for frame expansionInfo
- Publication number
- JPH0718879A JPH0718879A JP16530793A JP16530793A JPH0718879A JP H0718879 A JPH0718879 A JP H0718879A JP 16530793 A JP16530793 A JP 16530793A JP 16530793 A JP16530793 A JP 16530793A JP H0718879 A JPH0718879 A JP H0718879A
- Authority
- JP
- Japan
- Prior art keywords
- pillar
- existing
- expansion
- column
- frame
- 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
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
(57)【要約】 (修正有)
【目的】 階高の建造物の高階に架構を増設する場合、
既存建家とは独立した新たな柱を増設するが、下階に柱
が増えて、利用空間が狭くならないようにする。
【構成】 既存の柱2を内包するように、エクスパンシ
ョン柱1を構築し、大梁3とは外ダイヤフラム方式4で
接合し、増設架構の負荷が既存の柱2にかからないよう
にする。
(57) [Summary] (Corrected) [Purpose] When adding a frame to a higher floor of a building with a higher floor,
A new pillar will be added independently of the existing building, but the usage space will not be narrowed due to the increase of pillars on the lower floor. [Structure] The expansion pillar 1 is constructed so as to include the existing pillar 2 and is connected to the girder 3 by the outer diaphragm method 4 so that the load of the additional frame is not applied to the existing pillar 2.
Description
【0001】[0001]
【産業上の利用分野】一般にビル等の階高が高い既存建
造物に中二階或いは渡り廊下等で架構を増設する場合、
構造耐力を増強するために応用するエクスパンション柱
と仕口構造に関する。[Industrial field of application] When adding a frame to an existing building, such as a building, which has a high floor, such as a mezzanine or a corridor,
The present invention relates to an expansion column and a joint structure which are applied to enhance structural strength.
【0002】[0002]
【従来の技術】従来、ビル等に中二階或いは渡り廊下を
増設する場合、既存建家に悪影響を与えないように既存
の柱の近傍に新たに柱を設け、独立した架構を作る。し
かし増設後には、階下の空間に柱が増加し作業空間、居
住空間として使用し難いものになる。その例を図4
(a)、(b)に示す。図4(a)、(b)は共に既存
の柱に新たに付加建造物用の柱を追加した場合の平面図
を示す。2. Description of the Related Art Conventionally, when a mezzanine or a corridor is added to a building or the like, a new pillar is provided near the existing pillar so that an independent frame is formed so as not to adversely affect the existing building. However, after the expansion, the number of columns will increase in the space below, making it difficult to use as a work space or living space. An example of this is shown in FIG.
Shown in (a) and (b). 4 (a) and 4 (b) are plan views showing the case where a column for additional building is newly added to the existing column.
【0003】[0003]
【発明が解決しようとする課題】ビル等に中二階或いは
渡り廊下を増設する場合、そのままでは既存建造物は、
増設する床からの負荷或いは地震等の外力による負荷に
耐力的に負担出来ない場合が多い。そこで既存の柱の近
傍に新たに柱を増設し独立した架構を作る。この場合、
下階は柱が増え作業空間としても居住空間としても使い
勝手の悪いものになってしまう。そこで柱を新たに増設
せずに使用できるようにするためには、既存の柱の位置
に柱が新設出来ることである。この発明は、既存の柱を
蓋覆するように柱を新設し新設した柱と新設する梁を接
合して、独立した架構を構成し、新たに追加した構造物
の負荷が既存の柱に及ばないようエクスパンション柱と
仕口構造を提供する。[Problems to be Solved by the Invention] When a mezzanine or a corridor is to be added to a building, etc.
In many cases, it is not possible to bear the load from the floor to be added or the load due to external force such as an earthquake. Therefore, new columns will be added near the existing columns to create an independent frame. in this case,
The lower floor will have more pillars and will be inconvenient to use as a work space or living space. Therefore, in order to be able to use the pillar without newly adding it, it is possible to newly install the pillar at the position of the existing pillar. The present invention constructs a new pillar so as to cover the existing pillar, joins the newly installed pillar and the newly installed beam to form an independent frame, and the load of the newly added structure is applied to the existing pillar. Providing expansion column and connection structure so as not to.
【0004】[0004]
【課題を解決するための手段】階高の建造物の高階に架
構を増設する場合、既存の柱を内包するように、前記既
存の柱と同一位置に、前記既存の柱との間に空間を保っ
てエクスパンション柱を構築し、梁と外ダイヤフラム方
式で接合して下階の空間を有効に利用する事が実現出来
る。また、階高の建造物の高階に架構を増設する場合、
既存の柱を内包するように、前記既存の柱と同一位置
に、前記既存の柱との間に空間を保って、鉄筋コンクリ
ート造の4枚の壁柱で柱を構成し、梁と外ダイヤフラム
方式で接合し鉄筋コンクリート造でもエクスパンション
柱と外ダイヤフラムを接合して下階の空間の有効利用が
出来る。[Means for Solving the Problems] When a frame is added to a higher floor of a building with a higher floor, a space is provided between the existing pillar and the same position as the existing pillar so as to include the existing pillar. It is possible to construct an expansion column while maintaining the above, and to effectively utilize the space on the lower floor by connecting it to the beam using the outer diaphragm method. Also, when adding a frame to a higher floor of a building with a higher floor,
A beam and an outer diaphragm method, in which the pillar is composed of four wall pillars made of reinforced concrete, maintaining a space between the existing pillar and the same position as the existing pillar so as to include the existing pillar. Even with reinforced concrete construction, the expansion columns and outer diaphragm can be joined to effectively use the space on the lower floor.
【0005】[0005]
【実施例】図1(a)に示すように既存の柱2との間に
空間を保った状態で、該既存の柱2を内包した新たな柱
1を設ける。現場での組み立てを容易にするために、こ
の例では新設する柱1は縦に2分割し、現場で組み合わ
せボルトで締結して一体化する。その様子を図1(b)
に示す。また、大梁3と柱の仕口構造は柱1の外側から
力が相対する大梁に円滑に、かつ既存の柱2と独立して
伝達出来るように外ダイヤフラム4方式とし、ボルトで
接合する。従ってこの発明はエクスパンション・ジョイ
ントを応用した柱といえる。前記外ダイヤフラム4も予
め工場で柱部材1に溶接されて現場に持ち込まれるので
2分割されているが、柱1とダイヤフラム4を精度よく
一体化するために、柱隅角部より少し離れた位置で該ダ
イヤフラム4を互いにボルト接合する。これらの接合は
全て溶接でも可能である。この発明を図4(a)、
(b)と比較すると図3のようになる。別に柱1と大梁
3の仕口構造を図2に示す。EXAMPLE As shown in FIG. 1A, a new column 1 including the existing column 2 is provided in a state where a space is maintained between the column 2 and the existing column 2. In order to facilitate the assembly at the site, in this example, the newly-installed pillar 1 is vertically divided into two parts, and they are fastened together by a combination bolt at the site to be integrated. Figure 1 (b)
Shown in. Further, the connection structure of the girder 3 and the pillar is an outer diaphragm 4 system so that the force can be smoothly transmitted from the outside of the pillar 1 to the girder facing the pillar 1 and independently of the existing pillar 2, and is joined with a bolt. Therefore, it can be said that the present invention is a pillar to which the expansion joint is applied. The outer diaphragm 4 is also welded to the pillar member 1 at the factory in advance and brought into the site, so it is divided into two parts. However, in order to integrate the pillar 1 and the diaphragm 4 accurately, a position slightly separated from the corner portion of the pillar Then, the diaphragms 4 are bolted to each other. All of these joints can be made by welding. This invention is shown in FIG.
FIG. 3 shows a comparison with (b). Separately, the joint structure of the pillar 1 and the girder 3 is shown in FIG.
【0006】また鉄筋コンクリート造のエクスパンショ
ン柱も可能で、既存の柱と空間を保って4枚の壁柱の集
合体として柱を構成すればよい。Further, expansion columns made of reinforced concrete are also possible, and the columns may be constructed as an assembly of four wall columns while maintaining a space with the existing columns.
【0007】[0007]
【発明の効果】この発明の効果は、階高の既存建造物に
新たに建造物を増設する場合、既存の柱を2重構造にし
てエクスパンション構造にすることにより、下階の空間
の新しい位置に余分に柱を設けずに空間を広く利用する
ことが出来る。The effect of the present invention is that, when a new building is added to an existing building of a higher floor, the existing pillars are made into a double structure to form an expansion structure, so that a new position of the space on the lower floor can be obtained. The space can be widely used without providing additional columns.
【図1】(a)既存柱とエクスパンション柱の関係を示
す図である。 (b)エクスパンション柱の横断面図である。FIG. 1A is a diagram showing a relationship between an existing column and an expansion column. (B) It is a cross-sectional view of the expansion column.
【図2】エクスパンション柱と大梁の仕口構造を示す図
である。FIG. 2 is a view showing a joint structure of an expansion column and a girder.
【図3】エクスパンション柱を利用した場合の平面図で
ある。FIG. 3 is a plan view when an expansion column is used.
【図4】(a)従来の柱を新設した場合の一例を示す図
である。 (b)従来の柱を新設した場合の別例を示す図である。FIG. 4A is a diagram showing an example of a case where a conventional pillar is newly installed. (B) It is a figure which shows another example at the time of newly installing the conventional pillar.
1・・・エクスパンション柱、2・・・既存柱、3・・
・大梁、4・・・外ダイヤフラム1 ... Expansion column, 2 ... Existing column, 3 ...
・ Large beams, 4 ... Outer diaphragm
Claims (2)
合、既存の柱を内包するように、前記既存の柱と同一位
置に、前記既存の柱との間に空間を保って柱を構築し、
梁と外ダイヤフラム方式で接合してなることを特徴とす
る架構増設のエクスパンション柱と仕口構造。1. When a frame is added to a higher floor of a building with a higher floor, a pillar is provided at the same position as the existing pillar so as to include the existing pillar, with a space between the pillar and the existing pillar. Build
Expansion column and joint structure for frame expansion, which is characterized in that it is connected to the beam using an outer diaphragm method.
合、既存の柱を内包するように、前記既存の柱と同一位
置に、前記既存の柱の間に空間を保って、鉄筋コンクリ
ート造の4枚の壁柱で柱を構成し、梁と外ダイヤフラム
方式で接合してなることを特徴とする架構増設のエクス
パンション柱と仕口構造。2. When a frame is added to a higher floor of a building with a higher floor, reinforced concrete is provided at the same position as the existing pillars so as to include the existing pillars and to keep a space between the existing pillars. An expansion column and a joint structure for additional frame construction, characterized in that the column is constructed with four wall columns that are constructed, and is joined to the beam by an outer diaphragm method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16530793A JP2596323B2 (en) | 1993-07-05 | 1993-07-05 | Expansion columns and connection structure for additional frames |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16530793A JP2596323B2 (en) | 1993-07-05 | 1993-07-05 | Expansion columns and connection structure for additional frames |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0718879A true JPH0718879A (en) | 1995-01-20 |
JP2596323B2 JP2596323B2 (en) | 1997-04-02 |
Family
ID=15809853
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16530793A Expired - Fee Related JP2596323B2 (en) | 1993-07-05 | 1993-07-05 | Expansion columns and connection structure for additional frames |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2596323B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10455831B2 (en) * | 2013-03-15 | 2019-10-29 | Dmr International, Inc. | Liquid material systems with multifunctional organometallic additives |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5732184B2 (en) | 2012-02-14 | 2015-06-10 | 京セラドキュメントソリューションズ株式会社 | Color image forming apparatus and image forming program |
-
1993
- 1993-07-05 JP JP16530793A patent/JP2596323B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10455831B2 (en) * | 2013-03-15 | 2019-10-29 | Dmr International, Inc. | Liquid material systems with multifunctional organometallic additives |
Also Published As
Publication number | Publication date |
---|---|
JP2596323B2 (en) | 1997-04-02 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19961112 |
|
LAPS | Cancellation because of no payment of annual fees |