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JP2596323B2 - Expansion columns and connection structure for additional frames - Google Patents

Expansion columns and connection structure for additional frames

Info

Publication number
JP2596323B2
JP2596323B2 JP16530793A JP16530793A JP2596323B2 JP 2596323 B2 JP2596323 B2 JP 2596323B2 JP 16530793 A JP16530793 A JP 16530793A JP 16530793 A JP16530793 A JP 16530793A JP 2596323 B2 JP2596323 B2 JP 2596323B2
Authority
JP
Japan
Prior art keywords
column
existing
pillar
expansion
connection structure
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.)
Expired - Fee Related
Application number
JP16530793A
Other languages
Japanese (ja)
Other versions
JPH0718879A (en
Inventor
隆 小山
眞 安藤
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP16530793A priority Critical patent/JP2596323B2/en
Publication of JPH0718879A publication Critical patent/JPH0718879A/en
Application granted granted Critical
Publication of JP2596323B2 publication Critical patent/JP2596323B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Description

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

【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 application field] In general, when adding a frame to an existing building such as a building with a high floor, such as a mezzanine floor or a corridor,
The present invention relates to expansion columns and connection structures 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 floor or a corridor is added to a building or the like, a new pillar is newly provided near an existing pillar so as not to adversely affect an existing building, and an independent frame is formed. However, after the expansion, pillars increase in the lower floor space, making it difficult to use as a work space or a living space. Fig. 4 shows an example.
(A) and (b) show. FIGS. 4A and 4B are plan views showing a case where a column for an additional building is newly added to an 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。
When a mezzanine floor or a corridor is added to a building or the like, the existing building can be used as it is.
In many cases, it cannot withstand a load from an additional floor or a load due to an external force such as an earthquake. Therefore, a new pillar will be added near the existing pillar to make an independent frame. in this case,
The lower floor has more pillars, making it inconvenient to use as both a work space and a living space. Therefore, in order to be able to use the pillar without newly adding it, a pillar can be newly installed at the position of the existing pillar. The present invention provides a new column to cover an existing column, and joins the newly-created column and the newly-installed beam to form an independent frame. Provide expansion pillars and connection structure to avoid.

【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。
When a frame is added on a higher floor of a building having a higher floor, a space is provided between the existing column and the same column so as to include the existing column. It is possible to construct an expansion column while maintaining the space, and to use the space on the lower floor effectively by joining the beam and the outer diaphragm method. Also, when adding a frame to the higher floor of a building with a higher floor,
The column is composed of four reinforced concrete pillars at the same position as the existing column so as to include the existing column, keeping a space between the column and the existing column. Even in reinforced concrete, expansion columns and outer diaphragms can be joined to make effective use of the lower floor space.

【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。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS As shown in FIG. 1 (a), a new column 1 including an existing column 2 is provided while maintaining a space between the column 2 and the existing column 2. In this example, the column 1 to be newly installed is vertically divided into two parts, and is integrated by combining with bolts at the site to facilitate assembly on site. Fig. 1 (b)
Shown in In addition, the connection structure between the girder 3 and the column is an outer diaphragm 4 type so that a force can be smoothly transmitted from the outside of the column 1 to the opposing girder and independently of the existing column 2, and joined by bolts. Therefore, the present invention can be said to be a pillar to which the expansion joint is applied. Since the outer diaphragm 4 is also welded to the column member 1 in advance at the factory and brought to the site, the outer diaphragm 4 is divided into two parts. However, in order to integrate the column 1 and the diaphragm 4 with high accuracy, a position slightly away from the corner of the column. Then, the diaphragms 4 are bolted to each other. All of these connections can be made by welding. This invention is illustrated in FIG.
FIG. 3 shows a comparison with FIG. FIG. 2 shows a connection structure between the pillar 1 and the girder 3 separately.

【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。
[0006] An expansion column made of reinforced concrete is also possible, and the column may be formed as an aggregate of four wall columns while keeping the space with the existing column.

【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 with a floor height, the existing pillars are made into a double structure to form an expansion structure, so that a new position in the space on the lower floor can be obtained. The space can be widely used without providing extra pillars.

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

【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 pillar and an expansion pillar. (B) It is a cross-sectional view of an expansion pillar.

【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 diagram showing a connection structure between 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 provided. (B) It is a figure which shows another example when the conventional pillar is newly installed.

【符号の説明】[Explanation of symbols]

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 pillar, 2 ... Existing pillar, 3 ...
・ Large beam, 4 ・ ・ ・ Outer diaphragm

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 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。
When an additional frame is installed on a higher floor of a building with a floor height, a pillar is provided at the same position as the existing pillar so as to include the existing pillar, while maintaining a space between the existing pillar and the existing pillar. To build
Expansion columns and connection structure with additional frames, which are joined by beams and outer diaphragms.
【請求項2】 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 floor height, reinforced concrete is provided at the same position as the existing column so as to include the existing column, while maintaining a space between the existing columns. The expansion column and the connection structure of the extension of the frame, characterized in that the column is constituted by four wall columns made of steel, and the beam and the outer diaphragm are joined together.
JP16530793A 1993-07-05 1993-07-05 Expansion columns and connection structure for additional frames Expired - Fee Related JP2596323B2 (en)

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 JPH0718879A (en) 1995-01-20
JP2596323B2 true 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)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
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
JPH0718879A (en) 1995-01-20

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A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19961112

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