JP2012184641A5 - - Google Patents

Download PDF

Info

Publication number
JP2012184641A5
JP2012184641A5 JP2011089785A JP2011089785A JP2012184641A5 JP 2012184641 A5 JP2012184641 A5 JP 2012184641A5 JP 2011089785 A JP2011089785 A JP 2011089785A JP 2011089785 A JP2011089785 A JP 2011089785A JP 2012184641 A5 JP2012184641 A5 JP 2012184641A5
Authority
JP
Japan
Prior art keywords
grid
floor
basic
basic grid
connection
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
Application number
JP2011089785A
Other languages
Japanese (ja)
Other versions
JP5705005B2 (en
JP2012184641A (en
Filing date
Publication date
Application filed filed Critical
Priority to JP2011089785A priority Critical patent/JP5705005B2/en
Priority claimed from JP2011089785A external-priority patent/JP5705005B2/en
Publication of JP2012184641A publication Critical patent/JP2012184641A/en
Publication of JP2012184641A5 publication Critical patent/JP2012184641A5/ja
Application granted granted Critical
Publication of JP5705005B2 publication Critical patent/JP5705005B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Description

上記の課題を解決するために、本発明は、所定の床高さを有する基準床と、当該基準床とは異なる床高さを有するスキップ床を有するラーメン構造の建物であって、所定の階層の床が基準床で構成された第一基本グリッドと、前記所定の階層の床がスキップ床で構成された第二基本グリッドと、前記第一基本グリッドと第二基本グリッドとを連結し、前記基準床と前記スキップ床とが混在して前記所定の階層の床段差部が形成された連結グリッドと、を有し、前記第一基本グリッド、第二基本グリッド、及び連結グリッドは、夫々4本の通し柱とこれらに剛接合された各階層の大梁とからなり、前記連結グリッドは、前記第一基本グリッドと共通の構成部材である通し柱と各階層の大梁、前記第二基本グリッドと共通の構成部材である通し柱と各階層の大梁、及び、前記第一基本グリッド及び第二基本グリッドと接しない面において、一方の基本グリッドの大梁と高さが一致するように通し柱に剛接合された連結大梁、をグリッド構成部材としており、前記基準床とスキップ床との段差部は、一端が前記連結グリッドを構成する通し柱に接合され他端が当該段差部近傍まで延伸するとともに、前記連結グリッドを構成する大梁または連結大梁に平面視で重なるように配置された部分梁を用いて構成されたことを特徴とする建物を提案する。
In order to solve the above-described problems, the present invention provides a building having a ramen structure having a reference floor having a predetermined floor height and a skip floor having a floor height different from the reference floor. Connecting the first basic grid in which the floor is a reference floor, the second basic grid in which the floor of the predetermined layer is a skip floor, the first basic grid and the second basic grid , A reference grid and a skipped floor mixed to form a floor step portion of the predetermined level, and each of the first basic grid, the second basic grid, and the connected grid is four The connecting grid is a component common to the first basic grid and the common beam and the second basic grid. Through pillars that are members A grid constituent member includes a large beam in each layer, and a connecting large beam rigidly joined to a through column so that the height of the large beam of one of the basic grids coincides with that of the first basic grid and the second basic grid. The step portion between the reference floor and the skip floor has one end joined to a through column constituting the connection grid and the other end extending to the vicinity of the step portion, and a large beam or a connection large beam constituting the connection grid. We propose a building characterized by using partial beams arranged so as to overlap in plan view .

前記連結グリッドは、第一、第二基本グリッドと接する面における第一、第二基本グリッドを構成する通し柱及び第一、第二基本グリッドの各階層床を支持する大梁、並びに第一、第二基本グリッドと接しない面において一方の基本グリッドの大梁と高さが一致するように通し柱に接合された連結大梁をグリッド構成部材とし、前記基準床とスキップ床との段差部は、一端が前記通し柱に接合され、他端が前記大梁または連結大梁から起立いは垂下した束柱に接合された部分梁を用いて構成してよい。
また、第一基本グリッド、第二基本グリッド、及び連結グリッドの床は、その一部に吹き抜けや階段室などの開口が形成されたものでもよい。
The connected grid includes first and second through pillars that constitute the first and second basic grids on the surface in contact with the first and second basic grids, a large beam that supports each floor of the first and second basic grids, and the first and second grids. a connecting girder joined to continuous columns as girders and the height of one of the base grid is to match the surface not in contact with the base grid and grid component, the step portion of the reference floor and skip floor has one end the is joined to the continuous columns, the other end standing some have from the girder or connecting girders can be constructed using bonded to pendent beam column portions beam.
The first base grid, the second basic grid, and floor of the connecting grid may be one opening, such as a blow or staircases in part of which is formed.

また、本発明は、所定の床高さを有する基準床と、当該基準床とは異なる床高さを有するスキップ床を有するラーメン構造の建物の設計方法であって、所定の階層の床が基準床で構成された第一基本グリッドと、前記所定の階層の床がスキップ床で構成された第二基本グリッドと、前記第一基本グリッドと第二基本グリッドとを連結し、前記基準床と前記スキップ床とが混在して前記所定の階層の床段差部が形成された連結グリッドと、を有し、前記第一基本グリッド、第二基本グリッド、及び連結グリッドは、夫々4本の通し柱とこれらに剛接合された各階層の大梁とからなり、前記連結グリッドは、前記第一基本グリッドと共通の構成部材である通し柱と各階層の大梁、前記第二基本グリッドと共通の構成部材である通し柱と各階層の大梁、及び、前記第一基本グリッド及び第二基本グリッドと接しない面において、一方の基本グリッドの大梁と高さが一致するように通し柱に剛接合された連結大梁、をグリッド構成部材としており、前記基準床とスキップ床との段差部は、一端が前記連結グリッドを構成する通し柱に接合され他端が当該段差部近傍まで延伸するとともに、前記連結グリッドを構成する大梁または連結大梁に平面視で重なるように配置された部分梁を用いて構成されたことを特徴とする建物の設計方法を提案する。
The present invention is also a method for designing a ramen structure building having a reference floor having a predetermined floor height and a skip floor having a floor height different from the reference floor, wherein the floor of the predetermined hierarchy is the reference floor. A first basic grid configured with a floor; a second basic grid in which the floor of the predetermined hierarchy is configured with a skip floor; and the first basic grid and the second basic grid, and the reference floor and the A connected grid in which skip floors are mixed to form a floor step portion of the predetermined level, and each of the first basic grid, the second basic grid, and the connected grid includes four through pillars and these The connecting grid is a through-column that is a common member of the first basic grid and a through-column that is a common member of the second basic grid. And large in each hierarchy And a connecting large beam rigidly joined to a through column so that the height of the large beam of one of the basic grids coincides with the first basic grid and the second basic grid, the grid constituting member, The step portion between the reference floor and the skip floor has one end joined to the through pillar constituting the connection grid and the other end extending to the vicinity of the step portion, and overlaps the large beam or the connection large beam constituting the connection grid in plan view. propose a design method of a building to be placed, it characterized that it has been constructed using a partial beam as.

また、連結グリッドが連結大梁を備えているのでラーメン架構の連続性が保持される。従って、常に安定した架構を構成することができ、また、ラーメンの主架構に手を加えることなく、部分梁の長さや配置を適宜変更するだけで夫々の高さの床の領域を容易に(大掛りな構造計算のやり直しをすることなく)変更することができる。
In addition, since the connecting grid is provided with connecting beams, the continuity of the frame structure is maintained . Therefore , a stable frame can be constructed at all times, and the floor area of each height can be easily changed by simply changing the length and arrangement of the partial beams without changing the main frame of the ramen ( Without having to redo a large structural calculation.

また、天井高の小さい、基準床とスキップ床との平面視において重なり合う部分を収納スペース等に利用することができる。
In addition, the overlapping portion in the plan view of the reference floor and the skip floor having a small ceiling height can be used as a storage space or the like.

請求項2の建物の設計方法によれば、連結グリッド内に限定して立体的な意匠設計や複雑な架構の設計を行うことができるので、熟練度の低い設計者であっても構造的に問題のないスキップ床を有する建物を比較的簡便に設計することができる。
According to the building design method of claim 2, since it is possible to design a three-dimensional design or a complicated frame only within the connection grid, even a less skilled designer structurally. It is possible to design a building having a problem-free skip floor relatively easily.

(第2実施例)
第1実施例と同一の構成については説明を省略する。第2実施例の建物は、図4に示すように、第1実施例と同じ高さに大梁3が接合された(同じ高さに床B2,B3が設定された)第一基本グリッドA1と第二基本グリッドA2が、連結グリッドA3を介して平面視でL字状となるように構成されている。ここで、3つのグリッドの接点となる入隅部の通し柱2´は3つのグリッド全てに共通する構成部材となっている。
(Second embodiment)
The description of the same configuration as that of the first embodiment is omitted. As shown in FIG. 4, the building of the second embodiment has a first basic grid A1 in which the large beams 3 are joined at the same height as the first embodiment (the floors B2 and B3 are set at the same height). The second basic grid A2 is configured to be L-shaped in plan view via the connection grid A3. Here, the through-column 2 ′ at the corner that becomes the contact point of the three grids is a component common to all three grids.

本実施例での連結グリッドA3の構成は、上記入隅部の対角線上に位置し第一基本グリッドA1や第二基本グリッドA2とは接しない隅部に通し柱2´´が配置され、二つの基本グリッドA1やA2とは接しない面の各階層には、連結グリッドA3の二つの基本グリッドA1,A2のいずれかの大梁3と等しい高さとなるように連結大梁6が通し柱2、2´´間に架け渡され、剛接合されている。
The configuration of the connection grid A3 in the present embodiment is such that a through column 2 ″ is arranged at a corner that is located on the diagonal line of the above-mentioned corner and does not contact the first basic grid A1 or the second basic grid A2, In each level of the surface not in contact with the basic grids A1 and A2, the connecting girder 6 has through-columns 2, 2 ″ so that the height is equal to that of either of the two basic grids A1, A2 of the connecting grid A3. It is bridged between and rigidly joined.

第2実施例の第2層では、2本の連結大梁6の一方(第一基本グリッドA1側の)6´は第一基本グリッドA1の大梁3と等しい高さとなるように、他方(第二基本グリッドA2側)6´´は第二基本グリッドA2の大梁3と等しい高さとなるように設置されている。そして、部分梁8´は、第一基本グリッドA1と共通の構成部材である大梁3の中間部から起立した束9と通し柱2´によって第二基本グリッドA2側の連結大梁6´´と等しい高さとなるように支持され、部分梁8´´は第二基本グリッドA2側の連結大梁6´´から垂下した吊束7と通し柱2´´によって第一基本グリッドA1の大梁3と等しい高さとなるように支持されている。
ここで、部分梁8´は、一端が通し柱2´に接合され、他端が床B2a´と床B2b´との段差部近傍まで延伸するとともに、連結グリッドA3を構成する大梁3に平面視で重なるように配置されている。
また、部分梁8´´は、一端が通し柱2´´に接合され、他端が前記段差部近傍まで延伸するとともに、連結グリッドA3を構成する連結大梁6´´に平面視で重なるように配置されている。
In the second layer of the second embodiment, one of the two connecting girder beams 6 (on the first basic grid A1 side) 6 ′ has the same height as the girder 3 of the first basic grid A1 (the second second beam The basic grid A2 side) 6 ″ is installed so as to have a height equal to the large beam 3 of the second basic grid A2. The partial beam 8 ′ has a height equal to the connecting large beam 6 ″ on the second basic grid A 2 side by the bundle 9 erected from the middle portion of the large beam 3 which is a common component with the first basic grid A 1 and the through column 2 ′. The partial beam 8 ″ has a height equal to the large beam 3 of the first basic grid A1 by the hanging bundle 7 suspended from the connecting large beam 6 ″ on the second basic grid A2 side and the through column 2 ″ . So that it is supported.
Here, the partial beam 8 ′ has one end joined to the through pillar 2 ′ and the other end extended to the vicinity of the stepped portion between the floor B2a ′ and the floor B2b ′, and in plan view to the large beam 3 constituting the connection grid A3. They are arranged so as to overlap.
Further, the partial beam 8 ″ is arranged so that one end is joined to the through column 2 ″, the other end extends to the vicinity of the stepped portion, and overlaps the connecting large beam 6 ″ constituting the connecting grid A3 in plan view. Has been.

また第3層では、2本の連結大梁6の双方が第一基本グリッドA1の大梁3と等しい高さとなるように設置されている。そして、2つの部分梁8は、第一基本グリッドA1と共通の構成部材である大梁3、及びこれに対向する連結大梁6の上フランジ中間部から起立した束9と第二基本グリッドA2側の通し柱2、2´によって第二基本グリッドの大梁3と等しい高さとなるように支持されている。
In the third layer, both of the two connecting girders 6 are disposed so as to be equal to the height and girder 3 of the first base grid A1. The two partial beams 8 are composed of a large beam 3 that is a common component with the first basic grid A1, and a bundle 9 that rises from the middle of the upper flange of the connecting large beam 6 opposite to the large beam 3 and the second basic grid A2 side. The through pillars 2 and 2 ′ are supported so as to have the same height as the large beam 3 of the second basic grid.

Claims (2)

所定の床高さを有する基準床と、当該基準床とは異なる床高さを有するスキップ床を有するラーメン構造の建物であって、
所定の階層の床が基準床で構成された第一基本グリッドと、
前記所定の階層の床がスキップ床で構成された第二基本グリッドと、
前記第一基本グリッドと第二基本グリッドとを連結し、前記基準床と前記スキップ床とが混在して前記所定の階層の床段差部が形成された連結グリッドと、を有し、
前記第一基本グリッド、第二基本グリッド、及び連結グリッドは、夫々4本の通し柱とこれらに剛接合された各階層の大梁とからなり、
前記連結グリッドは、
前記第一基本グリッドと共通の構成部材である通し柱と各階層の大梁、
前記第二基本グリッドと共通の構成部材である通し柱と各階層の大梁、
及び、前記第一基本グリッド及び第二基本グリッドと接しない面において、一方の基本
グリッドの大梁と高さが一致するように通し柱に剛接合された連結大梁、をグリッド構成部材としており、
前記基準床とスキップ床との段差部は、一端が前記連結グリッドを構成する通し柱に接合され他端が当該段差部近傍まで延伸するとともに、前記連結グリッドを構成する大梁または連結大梁に平面視で重なるように配置された部分梁を用いて構成されたことを特徴とする建物。
A ramen structure building having a reference floor having a predetermined floor height and a skip floor having a floor height different from the reference floor,
A first basic grid in which a floor of a predetermined level is composed of a reference floor;
A second basic grid in which the floor of the predetermined hierarchy is composed of a skip floor;
The first basic grid and the second basic grid are connected, and the reference floor and the skip floor are mixed to form a connection grid in which a floor step portion of the predetermined layer is formed ,
Each of the first basic grid, the second basic grid, and the connection grid is composed of four through pillars and a large beam of each layer rigidly joined thereto.
The connected grid is
Through pillars and large beams in each layer, which are components common to the first basic grid,
A through pillar and a large beam at each level, which are components common to the second basic grid,
And one of the basics in a plane not in contact with the first basic grid and the second basic grid
The grid component is a connecting beam that is rigidly joined to the through column so that the height of the grid beam matches the height of the grid beam.
The step portion between the reference floor and the skip floor has one end joined to a through pillar that constitutes the connection grid and the other end extends to the vicinity of the step portion, and a plan view of the large beam or the connection large beam that constitutes the connection grid. A building characterized by using partial beams arranged to overlap .
所定の床高さを有する基準床と、当該基準床とは異なる床高さを有するスキップ床を有するラーメン構造の建物の設計方法であって、
所定の階層の床が基準床で構成された第一基本グリッドと、
前記所定の階層の床がスキップ床で構成された第二基本グリッドと、
前記第一基本グリッドと第二基本グリッドとを連結し、前記基準床と前記スキップ床とが混在して前記所定の階層の床段差部が形成された連結グリッドと、を有し、
前記第一基本グリッド、第二基本グリッド、及び連結グリッドは、夫々4本の通し柱とこれらに剛接合された各階層の大梁とからなり、
前記連結グリッドは、
前記第一基本グリッドと共通の構成部材である通し柱と各階層の大梁、
前記第二基本グリッドと共通の構成部材である通し柱と各階層の大梁、
及び、前記第一基本グリッド及び第二基本グリッドと接しない面において、一方の基本
グリッドの大梁と高さが一致するように通し柱に剛接合された連結大梁、をグリッド構成部材としており、
前記基準床とスキップ床との段差部は、一端が前記連結グリッドを構成する通し柱に接合され他端が当該段差部近傍まで延伸するとともに、前記連結グリッドを構成する大梁または連結大梁に平面視で重なるように配置された部分梁を用いて構成されたことを特徴とする建物の設計方法。
A method for designing a ramen structure building having a reference floor having a predetermined floor height and a skip floor having a floor height different from the reference floor,
A first basic grid in which a floor of a predetermined level is composed of a reference floor;
A second basic grid in which the floor of the predetermined hierarchy is composed of a skip floor;
The first basic grid and the second basic grid are connected, and the reference floor and the skip floor are mixed to form a connection grid in which a floor step portion of the predetermined layer is formed ,
Each of the first basic grid, the second basic grid, and the connection grid is composed of four through pillars and a large beam of each layer rigidly joined thereto.
The connected grid is
Through pillars and large beams in each layer, which are components common to the first basic grid,
A through pillar and a large beam at each level, which are components common to the second basic grid,
And one of the basics in a plane not in contact with the first basic grid and the second basic grid
The grid component is a connecting beam that is rigidly joined to the through column so that the height of the grid beam matches the height of the grid beam.
The step portion between the reference floor and the skip floor has one end joined to a through pillar that constitutes the connection grid and the other end extends to the vicinity of the step portion, and a plan view of the large beam or the connection large beam that constitutes the connection grid. A method for designing a building, characterized by comprising partial beams arranged so as to overlap each other .
JP2011089785A 2011-02-18 2011-04-14 Skip floor type building Active JP5705005B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2011089785A JP5705005B2 (en) 2011-02-18 2011-04-14 Skip floor type building

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP2011034021 2011-02-18
JP2011034021 2011-02-18
JP2011089785A JP5705005B2 (en) 2011-02-18 2011-04-14 Skip floor type building

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2015033732A Division JP2015127503A (en) 2011-02-18 2015-02-24 Skip-floor type building

Publications (3)

Publication Number Publication Date
JP2012184641A JP2012184641A (en) 2012-09-27
JP2012184641A5 true JP2012184641A5 (en) 2014-05-29
JP5705005B2 JP5705005B2 (en) 2015-04-22

Family

ID=47014933

Family Applications (2)

Application Number Title Priority Date Filing Date
JP2011089785A Active JP5705005B2 (en) 2011-02-18 2011-04-14 Skip floor type building
JP2015033732A Pending JP2015127503A (en) 2011-02-18 2015-02-24 Skip-floor type building

Family Applications After (1)

Application Number Title Priority Date Filing Date
JP2015033732A Pending JP2015127503A (en) 2011-02-18 2015-02-24 Skip-floor type building

Country Status (1)

Country Link
JP (2) JP5705005B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5705005B2 (en) * 2011-02-18 2015-04-22 旭化成ホームズ株式会社 Skip floor type building

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5545973A (en) * 1978-09-29 1980-03-31 Nat Jutaku Kenzai House
JPS61176768A (en) * 1985-01-30 1986-08-08 株式会社竹中工務店 Self-running three-dimensional parking area
JP2860499B2 (en) * 1990-04-25 1999-02-24 積水ハウス株式会社 Skip floor type building
JP4056137B2 (en) * 1998-07-30 2008-03-05 ミサワホーム株式会社 Unit building
JP3854133B2 (en) * 2001-11-30 2006-12-06 積水ハウス株式会社 Skip floor structure
JP5705005B2 (en) * 2011-02-18 2015-04-22 旭化成ホームズ株式会社 Skip floor type building

Similar Documents

Publication Publication Date Title
JP6573625B2 (en) Adapter for formwork support structure
KR101236592B1 (en) Steel frame joint structure of unit modular house
JP2012184641A5 (en)
JP5362333B2 (en) Unit building
JP5237575B2 (en) Unit building
JP5705005B2 (en) Skip floor type building
JP5290116B2 (en) Skip floor type building
JP6649681B2 (en) Assembly type building
JP5711067B2 (en) Treadboard support structure and stairs construction method
JP6075341B2 (en) Wooden frame building
JP2010018964A (en) Balcony equipment and unit building equipped with the same
JP6238437B2 (en) Work scaffold installation structure
JP2016118047A (en) Floor slab concrete plate and floor slab
JP6270415B2 (en) Building unit
JP2012233403A (en) Structure annexed to building
JP2011084904A5 (en)
RU2387770C1 (en) Collapsible scaffold
JP2014141882A (en) Balcony device and unit building with balcony device
JP7031820B2 (en) Unit building
CN109057021B (en) Steel column box bracket and assembly welding process thereof
RU2008122780A (en) METHOD FOR EXTENDING AN EXISTING BUILDING AND BUILDING EXTENDED WITH THIS METHOD
JP6655883B2 (en) Building frame structure
JP6696775B2 (en) Unit building
JP6990066B2 (en) Building balcony structure
JP2003239389A (en) Large-span structure building