JPH07217228A - Building structure and building method - Google Patents

Building structure and building method

Info

Publication number
JPH07217228A
JPH07217228A JP1042594A JP1042594A JPH07217228A JP H07217228 A JPH07217228 A JP H07217228A JP 1042594 A JP1042594 A JP 1042594A JP 1042594 A JP1042594 A JP 1042594A JP H07217228 A JPH07217228 A JP H07217228A
Authority
JP
Japan
Prior art keywords
building
floor
roof
shed
fixing
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.)
Withdrawn
Application number
JP1042594A
Other languages
Japanese (ja)
Inventor
Yukichi Mita
諭吉 三田
Yoshiro Takahashi
吉郎 高橋
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.)
DAIKEN HOME KK
Original Assignee
DAIKEN HOME KK
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 DAIKEN HOME KK filed Critical DAIKEN HOME KK
Priority to JP1042594A priority Critical patent/JPH07217228A/en
Publication of JPH07217228A publication Critical patent/JPH07217228A/en
Withdrawn legal-status Critical Current

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  • Residential Or Office Buildings (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PURPOSE:To realize story-extension work easily, quickly, and at a low cost, while residents are successively living inside an existing building structure. CONSTITUTION:An initial building structure is made up of a two-storied building with an attic consisting of a fixed structure 1 that has been fixed to an installation ground G via a foundation part 2, and a roof-truss structure 3 that has been detachably connected to the upper part of this fixed structure. A ceiling part 13 is integrally formed on the fixed structure, while the roof-truss structure is integrally formed in such a way that the upper surface thereof is covered by a roof member 32 so as to provide an attic 36 in its inside and that it can resist lifting and transportation as a whole. The fixed structure and the foundation part are previously constructed so as to have the strength capable of resisting the load of three-storied building. When the story is extended, first, the roof-truss structure is separated from the fixed structure and held in an upper position, and next, extension members are build up on the fixed structure for constructing an extended-story structure, and then the separated roof-truss structure is again put thereon and connected thereto.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、将来の増築を容易に行
える建築構造物およびその増築の築造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building structure which can be easily expanded in the future and a method of building the expanded structure.

【0002】[0002]

【従来の技術】従来より、平屋建ての既存住宅に2階部
分を増築して階層数を増やす増階を行うことにより当初
の住宅を2階建ての建築構造物にすることが、その既存
住宅に応じて個別に行われている。この場合、まず、上
記既存住宅の屋根瓦などの屋根材をはぎ取り、ついで、
小屋組構造部材を解体しおよび天井部を切り取って開口
させる。そして、2階建て用の基礎部を新たに建て込
み、この基礎部からの柱により2階部分を増築し、この
2階部分の小屋組などに屋根材を配設することにより行
われる。
2. Description of the Related Art Conventionally, it is possible to convert an original house into a two-story building structure by adding a second floor to an existing one-story house to increase the number of floors. It is done individually according to. In this case, first strip off the roof tiles of the existing house, and then
The roof structural members are dismantled and the ceiling is cut open. Then, the foundation for the second floor is newly built, the second floor is expanded by the pillars from the foundation, and the roofing material is arranged on the roof of the second floor.

【0003】[0003]

【発明が解決しようとする課題】ところが、上記従来の
既存建築構造物およびその増築方法においては、既存住
宅の屋根から天井部までの部分を切り取る必要があるた
め、その増階工事の期間中、居住者は内部の荷物を他所
に移して他所に仮住まいすることを余儀なくされてい
る。つまり、増築するにはそれまでの生活を継続するこ
とができなくなる。しかも、既存の平屋建て用の基礎部
とは別に、もしくは、既存の基礎部を変更して2階建て
用のより強度の高い基礎部を新たに建て込む必要がある
上、既存の構造部材の配置を考慮する必要があるなど、
工事の繁雑化、工期の長大化、コストの増大化を招くこ
とが多い。このため、上記の繁雑化をさけるべく既存建
築構造物をすべて解体し、新たに2階建ての建築構造物
を建て直す方策が採用される場合が多く、この場合、そ
の解体費用と2階建て建築構造物の新築費用とが二重に
かかることになる。また、上記の増築方法の場合、およ
び、解体後の新築の場合のいずれの場合おいても、大量
の廃棄物が発生することになる。
However, in the above-mentioned conventional existing building structure and its extension method, since it is necessary to cut off the portion from the roof to the ceiling of the existing house, during the period of the floor expansion work, Residents are forced to move their internal luggage to other places and temporarily live in other places. In other words, it will not be possible to continue living until then. Moreover, it is necessary to build a stronger foundation for the two-story building separately from the existing foundation for the one-story building, or to change the existing foundation, and It is necessary to consider the placement,
This often leads to complicated construction, lengthened construction period, and increased costs. Therefore, in order to avoid the above-mentioned complication, it is often the case that the existing building structure is dismantled and a new two-story building structure is rebuilt. In this case, the dismantling cost and the two-story building are used. This will double the cost of building a new structure. In addition, a large amount of waste is generated both in the case of the above-mentioned extension method and in the case of new construction after dismantling.

【0004】本発明は、このような事情に鑑みてなされ
たものであり、その目的とするところは、第1に、建築
構造物において、将来の増階を簡易,迅速かつ低コスト
で実現することにある。第2に、増階のための築造方法
において、既設の建築構造物内での居住者の生活を継続
させつつ増階工事を可能にし、かつ、廃棄物の発生防止
を図ることにある。
The present invention has been made in view of such circumstances, and its object is, firstly, to realize future increase of floors in a building structure simply, quickly and at low cost. Especially. Secondly, in the construction method for increasing the number of floors, the number of floors can be increased while the resident lives in the existing building structure, and the waste can be prevented.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、請求項1記載の発明は、上端部に一体的に形成され
た天井部を有し、下端部が基礎部を介して設置地盤に定
着された定着構造物と、上面が屋根材により覆われて全
体として昇降搬送に耐え得るよう一体化され、下端部が
上記定着構造物の上端部に切り離し可能に連結された小
屋組構造物とを備える。そして、上記定着構造物および
その基礎部を2階建以上の構造物に対応する強度を有す
るように形成する構成とするものである。
In order to achieve the above object, the invention according to claim 1 has a ceiling portion integrally formed at an upper end portion, and the lower end portion is installed ground through a foundation portion. The roof structure which is fixed to the fixing structure and the upper surface is integrally covered with a roofing material so as to withstand vertical transportation as a whole, and the lower end is detachably connected to the upper end of the fixing structure. With. Then, the fixing structure and its foundation are formed so as to have a strength corresponding to a structure of two or more stories.

【0006】請求項2記載の発明は、請求項1記載の発
明において、定着構造物の天井部の上面部に、将来の階
層数を増加するための増階構造物の床部を予め一体的に
形成する構成とするものである。
According to a second aspect of the present invention, in the first aspect of the invention, the floor portion of the additional structure for increasing the number of floors in the future is integrally formed on the upper surface of the ceiling portion of the fixing structure in advance. It is configured to be formed in.

【0007】請求項3記載の発明は、請求項1記載の発
明において、小屋組構造物の下端部に床部を設けて内部
に小屋裏部屋を形成する。そして、定着構造物およびそ
の基礎部を3階建以上の構造物に対応する強度を有する
ように形成する構成とするものである。
According to a third aspect of the present invention, in the first aspect of the invention, a floor is provided at the lower end of the shed structure to form a shed inside. Then, the fixing structure and its foundation are formed so as to have a strength corresponding to a structure having three or more stories.

【0008】請求項4記載の発明は、請求項3記載の発
明において、小屋組構造物の床部を、小屋組構造物全体
として昇降搬送に耐え得るよう増強する構成とするもの
である。
According to a fourth aspect of the present invention, in the third aspect of the present invention, the floor portion of the shed structure is reinforced so that the shed structure as a whole can endure vertical transportation.

【0009】請求項5記載の発明は、請求項1記載の発
明において、各構造物を枠組壁構造により形成する構成
とするものである。
According to a fifth aspect of the invention, in the first aspect of the invention, each structure is formed by a frame wall structure.

【0010】請求項6記載の発明は、請求項1記載の建
築構造物に1以上の階層を増加させた建築構造物を築造
するための築造方法である。すなわち、下端部が基礎部
を介して設置地盤に定着され、上端部に天井部が一体的
に取付けられている定着構造物の上記上端部に、上面が
屋根材により覆われて全体として一体化された小屋組構
造物の下端部が切り離し可能に連結されている既存の建
築構造物を対象として、上記定着構造物の基礎部を少な
くとも増加する階層の数に対応する強度を有するように
予め形成しておく。そして、まず、小屋組構造物を上記
定着構造物の上端部から切り離す切り離し工程を行い、
次に、上記定着構造物の上に1以上の数の階層の増階構
造物を建て込む増設工程を行い、最後に、この増階構造
物の上に上記切り離した小屋組構造物を据え付けて両者
を互いに連結する小屋組連結工程を行う構成とするもの
である。
The invention according to claim 6 is a construction method for constructing a building structure in which one or more layers are added to the building structure according to claim 1. That is, the lower end is fixed to the installation ground through the foundation, and the ceiling is integrally attached to the upper end of the fixing structure. For the existing building structure in which the lower end of the built roof structure is detachably connected, the foundation of the anchoring structure is formed in advance to have a strength corresponding to at least the number of layers to be increased. I'll do it. Then, first, a separating step for separating the roof structure from the upper end of the fixing structure is performed,
Next, an expansion process is performed to build one or more levels of floor-extending structure on the above-mentioned anchoring structure, and finally the above-mentioned separated roof structure is installed on this floor-extending structure. It is configured to perform a roof-group connecting step for connecting the two to each other.

【0011】また、請求項7記載の発明は、請求項6記
載の発明において、増設工程を、切り離し工程により切
り離した小屋組構造物を定着構造物の上方位置に保持し
た状態で行う構成とするものである。
According to a seventh aspect of the present invention, in the invention according to the sixth aspect, the additional step is performed in a state where the roof frame structure separated by the disconnecting step is held above the fixing structure. It is a thing.

【0012】さらに、請求項8記載発明は、請求項6記
載の発明において、増設工程における増階構造物の建て
込みを枠組壁工法により行う構成とするものである。
Further, in the invention described in claim 8, in the invention described in claim 6, the building of the additional floor structure in the extension step is constructed by a frame wall construction method.

【0013】[0013]

【作用】上記の構成により、請求項1記載の発明では、
定着構造物の上に小屋組構造物が切り離し可能に連結さ
れているため、この小屋組構造物を切り離すことにより
上記定着構造物の上に2階部分以上の構造物の建て込み
が可能となり、その上に上記切り離した小屋組構造物を
連結することにより増階工事が終了する。この際、上記
定着構造物および基礎部が当初から2階建て以上の構造
物に対応する強度を有するように形成され、加えて、上
記定着構造物の上端部に天井部が一体的に形成されて独
立しているため、上記基礎部および上記定着構造物自体
に変更を加えることなく、加えて、上記定着構造物内の
配線,配管などに変更を加える事なく増階工事を行うこ
とが可能となる。このため、定着構造物内において、上
記配線,配管の継続使用が可能となって居住者の生活を
継続させた状態で増階工事を行うことが可能となる上、
増階に伴う廃棄物の発生が可及的に低減もしくは解消さ
れる。しかも、小屋組構造物が一体化されて全体として
昇降搬送が可能であるため、屋根材のはぎ取りなどを行
うことなく小屋組構造物全体を昇降搬送するだけで、増
階のための工事が可能となり、工事の容易化、工期の短
縮化、および、コストの低減化が図られる。従って、当
初、定着構造物と小屋組構造物とからなる1階建ての建
築構造物を建て、その後の子供の成長などの事情に応じ
て数年後の増階による床面積の拡大を既設の上記建築構
造物をそのまま用いて行うことが容易に可能となる。
With the above construction, in the invention according to claim 1,
Since the shed structure is detachably connected on the fixing structure, by separating the shed structure, it is possible to build a structure of the second floor or more on the fixing structure. The additional floor construction is completed by connecting the above-mentioned separated roof frame structure to it. At this time, the fixing structure and the base portion are formed from the beginning so as to have a strength corresponding to a structure having two or more floors, and in addition, a ceiling portion is integrally formed at an upper end portion of the fixing structure. Since it is independent of each other, it is possible to increase the number of floors without changing the above-mentioned foundation part and the above-mentioned anchoring structure itself and without changing the wiring and piping inside the above-mentioned anchoring structure. Becomes For this reason, the above wiring and piping can be continuously used in the anchoring structure, and it is possible to perform the floor increase work while the resident's life is continued.
The generation of waste due to the increase of floors will be reduced or eliminated as much as possible. Moreover, since the rooftop structure is integrated and can be moved up and down as a whole, it is possible to perform work for increasing the number of floors by simply moving up and down the entire rooftop structure without stripping off roofing materials. Therefore, the construction can be facilitated, the construction period can be shortened, and the cost can be reduced. Therefore, at the beginning, a one-story building structure consisting of a fixed structure and a shed structure was built, and the floor area was expanded by increasing the number of floors several years later depending on the circumstances such as the growth of children thereafter. It is easily possible to use the building structure as it is.

【0014】請求項2記載の発明では、上記請求項1記
載の発明による作用に加えて、定着構造物の天井部の上
面部に将来の階層数を増加するための増階構造物の床部
が一体に形成されているため、将来の増階工事に際し、
定着構造物内が上記床部により外部と確実に遮断されて
内部での生活継続がより快適となる上、上記床部を増階
構造物の建て込みのための作業台として使うことができ
作業の容易化,効率化が図られる。
According to the second aspect of the invention, in addition to the function of the first aspect of the invention, the floor portion of the additional structure for increasing the number of floors in the future is provided on the upper surface of the ceiling portion of the fixing structure. Since it is integrally formed, in the case of future expansion work,
The inside of the anchoring structure is reliably shielded from the outside by the above-mentioned floor, which makes it more comfortable to continue living inside, and the above-mentioned floor can be used as a workbench for building upstairs structures. It is easy and efficient.

【0015】請求項3記載の発明では、上記請求項1記
載の発明による作用に加えて、小屋組構造物の内部に小
屋裏部屋が形成されているため、当初の定着構造物と小
屋組構造物とからなる建築構造物が小屋裏2階建てとし
て構成される。そして、その定着構造物およびその基礎
部が3階建て以上用に当初から形成されているため、そ
の後の事情に応じて3階建てに容易に増階することが可
能となる。
According to the third aspect of the present invention, in addition to the operation according to the first aspect of the present invention, since the cabin back room is formed inside the cabin structure, the initial fixing structure and the cabin structure are formed. A building structure consisting of objects is constructed as a two-story attic. Further, since the fixing structure and the foundation portion thereof are formed for three or more stories from the beginning, it is possible to easily increase the number of stories to three stories according to the circumstances thereafter.

【0016】請求項4記載の発明では、上記請求項3記
載の発明による作用に加えて、小屋組構造物の床部が増
強されているため、既設の建築構造物に対して増階工事
を行う際に、小屋裏部屋内の道具類をそのままにした状
態で小屋組構造物の切り離して昇降搬送することが可能
となる。
According to the invention described in claim 4, in addition to the function of the invention described in claim 3, since the floor portion of the roof structure is reinforced, it is possible to increase the number of floors of the existing building structure. When carrying out, it becomes possible to separate and move up and down the shed structure while leaving the tools inside the shed.

【0017】請求項5記載の発明では、上記請求項1記
載の発明による作用に加えて、定着構造物などの各構造
物が2×4構造(ツーバイフォー構造)である枠組壁構
造により形成され、コンクリート構造のものではなく、
木造の建築構造物において、1階建てから2階建て、も
しくは2階建てから3階建てへの増階に対しての適用が
可能となる。
According to a fifth aspect of the present invention, in addition to the operation according to the first aspect of the present invention, each structure such as a fixing structure is formed by a frame wall structure of a 2 × 4 structure (two-by-four structure). Not of concrete construction,
In a wooden building structure, it can be applied to an increase of floors from one floor to two floors or from two floors to three floors.

【0018】請求項6記載の発明では、既設の建築構造
物を増階するための工事が、切り離し工程、増設工程、
小屋組連結工程の順に行われる。すなわち、定着構造物
と小屋組構造物とからなる既設の建築構造物が、切り離
し工程で小屋組構造物が定着構造物の上端部から切り離
され、増設工程で上記定着構造物の上に増階構造物が建
て込まれ、小屋組連結工程で上記増階構造物の上端部に
上記切り離し工程で切り離された小屋組構造物が連結さ
れて、上記増階構造物に相当する階層分の増築が終了す
る。この際、上記定着構造物の内部を変更する必要がな
いため、定着構造物内での居住者の生活を継続させたま
ま工事が可能となる。また、上記小屋組構造物自体に対
して変更を加えずに工事を行える上、定着構造物および
その基礎部が増階される階層数の建築構造物に対応する
強度を有するように予め形成されてその定着構造物およ
び基礎部に変更を加えずに工事を行えるため、工期の短
縮化、コストの低減化が図られる。
In the invention according to claim 6, the construction for increasing the number of floors of the existing building structure includes a separation process, an expansion process,
The steps for connecting the huts are carried out in this order. That is, the existing building structure consisting of the anchoring structure and the roof structure is separated from the upper end of the anchoring structure in the disconnecting process, and the floor is expanded above the anchoring structure in the adding process. The structure is built, and the roof structure structure separated in the separation process is connected to the upper end of the expansion structure in the roof structure connection process, and an extension of the floor corresponding to the expansion structure is completed. finish. At this time, since it is not necessary to change the inside of the fixing structure, the construction can be performed while the resident's life in the fixing structure is continued. In addition, the construction can be performed without changing the roof structure itself, and the anchoring structure and its foundation are preformed so as to have a strength corresponding to the number of floors of the building structure to be expanded. Since the work can be performed without changing the fixing structure and the foundation, the construction period and cost can be reduced.

【0019】請求項7記載の発明では、上記請求項6記
載の発明による作用に加えて、切り離し工程で切り離し
た小屋組構造物を定着構造物の上方位置に保持した状態
で増設工程を行うようにしているため、上記小屋組構造
物を切り離した後の定着構造物の上方が工事終了まで上
記小屋組構造物により常に覆われた状態となる。このた
め、上記切り離した後の小屋組構造物を利用して定着構
造物の工事中の雨対策が可能となる。
According to the seventh aspect of the invention, in addition to the operation of the sixth aspect of the invention, the additional step is performed while the roof structure structure separated in the separation step is held above the fixing structure. Therefore, the upper side of the fixing structure after separating the shed structure is always covered with the shed structure until the end of construction. For this reason, it is possible to take measures against rain during the construction of the fixing structure by using the roof structure after the separation.

【0020】請求項8記載の発明では、上記請求項6記
載の発明による作用に加えて、増設工程における増階構
造物の建て込みが枠組壁工法により行われるため、その
増階構造物の建て込みが容易かつ迅速になる。
According to the invention of claim 8, in addition to the operation according to the invention of claim 6, since the building of the expanded structure in the expansion step is carried out by the frame wall construction method, the structure of the expanded structure is built. Easy and quick to include.

【0021】[0021]

【実施例】以下、本発明の実施例を図面に基いて説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

【0022】<建築構造物の構成>図1および図2は、
本発明の実施例に係る小屋裏2階建ての建築構造物を示
す。同図において、1は基礎部2を介して地盤Gに定着
された1階部分を構成する定着構造物、3はこの定着構
造物1の上端部に連結された小屋組構造物である。
<Construction of Building Structure> FIG. 1 and FIG.
1 illustrates a two-story attic building structure according to an embodiment of the present invention. In the figure, 1 is a fixing structure that constitutes the first floor portion fixed to the ground G via a foundation 2, and 3 is a roof frame structure connected to the upper end of the fixing structure 1.

【0023】上記定着構造物1は、下端部の床部11か
ら建ち上げられた周壁部12の上端部に天井部13が一
体的に取付けられて構成されており、下端部が上記基礎
部2に固定されている。上記天井部13は、将来の増階
による増築工事のために二重構造にされて上面部に将来
の増階構造物(図6の符号4参照)のための床部41が
予め一体的に形成されている一方、上記周壁部12など
の構造部材が将来の増階予定を含んだ階層分の建築構造
物に対応する強度を備えるよう予め形成されている。そ
して、図3に間取りの一例を示すように、内部に居住空
間14が形成されている。
The fixing structure 1 is constructed by integrally mounting a ceiling portion 13 on an upper end portion of a peripheral wall portion 12 which is built up from a floor portion 11 at the lower end portion, and a lower end portion thereof is the base portion 2 described above. It is fixed to. The ceiling portion 13 has a double structure for an extension work in the future by adding floors, and a floor portion 41 for future extension structures (see reference numeral 4 in FIG. 6) is integrally formed on the upper surface in advance. On the other hand, the structural members such as the peripheral wall portion 12 are formed in advance so as to have a strength corresponding to a building structure for a floor including a plan to increase the number of floors in the future. Then, as shown in an example of the floor plan in FIG. 3, a living space 14 is formed inside.

【0024】上記基礎部2も、上記定着構造物1と同様
に、将来の増階予定を含んだ階層分の建築構造物に対応
する強度を備えるように予め形成されている。当初、小
屋裏2階建て木造建築構造物として、将来、小屋裏3階
建て木造建築構造物に増階する予定がある場合、例え
ば、3階建てに対応可能な幅15cmの基礎部が予め形
成されている。
Similar to the fixing structure 1, the foundation 2 is also formed in advance so as to have a strength corresponding to a building structure for a floor including a future floor increase plan. Initially, as a two-story wooden building structure at the back of the hut, if there is a plan to increase the number of floors to a three-story wooden structure at the back of the hut, for example, a foundation with a width of 15 cm that can accommodate three floors will be formed in advance. Has been done.

【0025】上記小屋組構造物3には、小屋組31の上
面に屋根材32が張られるとともに、下面に床部33が
一体的に設けられ、図4に間取りの一例を示すように、
この床部33と周囲の壁部34,34、35,35など
により仕切られて内部に小屋裏部屋(屋根裏部屋)36
が形成されている。この小屋裏部屋35の床部33の下
面の床組は上記小屋組構造物3の全体を昇降搬送するこ
とができるよう増強されている。この増強は、例えば上
記床部33を二重床構造にしたり、四隅などの主要箇所
に補強板を設けたりすることにより行われる。そして、
この小屋組構造物3は、その下端部が上記定着構造物1
の上端部に対して、将来の増階工事に備えて切り離し可
能に連結されている。
In the roof structure 3, the roof member 32 is stretched on the upper surface of the roof structure 31, and the floor portion 33 is integrally provided on the lower surface thereof. As shown in FIG.
The floor 33 and the surrounding walls 34, 34, 35, 35, etc., partition the interior of the attic (attic) 36.
Are formed. The floor set on the lower surface of the floor portion 33 of the attic 35 is reinforced so that the whole of the above-mentioned shed structure 3 can be vertically moved. This reinforcement is performed, for example, by providing the floor 33 with a double floor structure or providing a reinforcing plate at a main portion such as four corners. And
The lower end of the roof structure 3 has the fixing structure 1 described above.
It is detachably connected to the upper end of the building for future expansion work.

【0026】そして、上記定着構造物1および小屋組構
造物3は、2×4構造である枠組壁構造を用いて木造に
より構成されている。
The fixing structure 1 and the shed structure 3 are made of wood using a frame wall structure of 2 × 4 structure.

【0027】なお、図3および図4中15は定着構造物
1に設けられて上記居住空間14と小屋裏部屋36とを
連絡する階段部であって、この階段部15は上記天井部
13と床部33とを貫通して設けられた開口部13a,
33aに設けられている。
Reference numeral 15 in FIGS. 3 and 4 denotes a stairway portion provided in the fixing structure 1 to connect the living space 14 and the attic 36, and the stairway portion 15 is connected to the ceiling portion 13. An opening 13a provided through the floor 33,
33a.

【0028】図5および図6は、上記小屋裏2階建て建
築構造物を、その後、小屋裏3階建て建築構造物に増階
したものを示し、4は当初の定着構造物1と小屋組構造
物3との間に増築した増階構造物であり、この増階構造
物4が増階後の2階部分を構成し、同図における小屋組
構造物3の小屋裏部屋36が3階部分を構成している。
FIGS. 5 and 6 show the two-storied attic building structure, which is subsequently expanded to a three-story attic building structure, where 4 is the original anchoring structure 1 and the hut structure. It is an expanded structure that has been added to the structure 3, and the expanded structure 4 constitutes the second floor after the expansion, and the attic 36 of the roof structure 3 in the figure is the third floor. Make up part.

【0029】上記増階構造物4は、上記定着構造物1の
天井部13として一体に形成された床部41をプラット
フォームとして2×4工法により築造されたものであ
り、上記床部41の上に建ち上げられた枠組壁構造の周
壁部42や、中間壁43などから構成されて、図7に間
取りの一例を示すように、内部に居住空間44が形成さ
れている。そして、この増階構造物4の上端部には小屋
組構造物3の下端部が当初の小屋裏2階建ての場合と同
様に切り離し可能に連結されている。なお、図7中45
は階段部であり、定着構造物1の天井部13の開口部1
3aと、小屋組構造物3の床部33の開口部33aとの
間に介装されて小屋裏部屋36までの各階層の階段部1
5,45が連続するようになっている。
The floor-extending structure 4 is constructed by the 2 × 4 method using the floor 41 integrally formed as the ceiling 13 of the fixing structure 1 as a platform. It is composed of a peripheral wall portion 42 of a framed wall structure built up in, a middle wall 43, etc., and a living space 44 is formed inside, as shown in an example of a floor plan in FIG. 7. Then, the lower end of the shed structure 3 is detachably connected to the upper end of the increased floor structure 4 as in the case of the original two-storey attic. In addition, 45 in FIG.
Is a staircase, and the opening 1 of the ceiling 13 of the fixing structure 1
3a and the opening 33a of the floor 33 of the shed structure 3 interposed between the stairs 1 of each floor up to the attic 36.
5,45 are continuous.

【0030】<築造方法の構成>次に、図1に示す当初
の小屋裏2階建て建築構造物から、図5に示す小屋裏3
階建て建築構造物に増階する築造方法について、図8お
よび図9に基いて説明する。
<Structure of Construction Method> Next, from the original two-story attic building structure shown in FIG. 1 to the attic 3 shown in FIG.
A construction method for increasing the number of stories in a story building structure will be described with reference to FIGS. 8 and 9.

【0031】この築造方法は、切り離し工程、増設工
程、および、小屋組連結工程からなり、まず、切り離し
工程において、図8に示すように、小屋組構造物3の下
端部と定着構造物1の上端部との連結を外して、上記小
屋組構造物3を定着構造物1から切り離す。次に、増設
工程において、図9に示すように、小屋組構造物3が切
り離された定着構造物1の上に増階構造物4を建て込
み、そして、小屋組連結工程において、上記切り離し工
程で切り離した小屋組構造物3を上記増階構造物4の上
に載せて、この小屋組構造物3の下端部と増階構造物4
の上端部とを連結する。これにより、小屋裏3階建て建
築構造物が完成する。
This building method comprises a separating process, an adding process, and a shed connecting process. First, in the separating process, as shown in FIG. 8, the lower end of the shed structure 3 and the fixing structure 1 are separated. The roof structure 3 is separated from the fixing structure 1 by disconnecting it from the upper end. Next, in the expansion step, as shown in FIG. 9, the expanded structure 4 is built on the anchoring structure 1 from which the shed structure 3 has been separated, and in the shed connection step, the separation step is performed. The roof structure 3 cut off in step 3 is placed on the above-mentioned floor structure 4, and the lower end of this roof structure 3 and the floor structure 4 are added.
And the upper end of the. This completes the three-story building structure behind the hut.

【0032】上記の小屋組構造物3の切り離しには、ジ
ャッキを用いたジャッキアップ法が主として用いられる
が、クレーンを用いたリフトアップ法を用いてもよい。
ジャッキアップ法を採る場合、地盤Gから所定高さまで
井桁を組んだ上にジャッキを載せて行う井桁組方式の
他、揚程能率の観点からより好ましい方式である順次継
ぎ足しを行うサポートクライミング方式などにより行わ
れる。
A jack-up method using a jack is mainly used for separating the above-mentioned shed structure 3, but a lift-up method using a crane may be used.
When adopting the jack-up method, in addition to the double girder method in which a jack is placed on the ground G up to a predetermined height and the jack is placed on top of it, a support climbing method in which sequential addition is performed, which is a more preferable method from the viewpoint of lift efficiency, is performed. Be seen.

【0033】そして、上記増設工程における増階構造物
4の定着構造物1に対する建て込みは、切り離し工程に
より切り離した小屋組構造物3をジャッキアップ法によ
り定着構造物1の上方の所定位置に保持した状態で、予
め工場製作された枠組壁構造の単位壁部などの増階用部
材が床部41上に搬入されこれらが組み立てられて周壁
部42などの形成が行われる。
In order to build the expanded structure 4 into the fixing structure 1 in the addition process, the roof structure 3 separated in the separating process is held at a predetermined position above the fixing structure 1 by the jack-up method. In this state, the members for increasing the floor, such as the unit wall parts of the framed wall structure, which have been factory manufactured in advance, are carried onto the floor part 41 and assembled to form the peripheral wall part 42 and the like.

【0034】<実施例の作用・効果>次に、上記の建築
構造物および築造方法による作用・効果を説明する。
<Operation / Effect of Embodiment> Next, the operation / effect of the above-mentioned building structure and construction method will be described.

【0035】上記の図1の建築構造物の場合、小屋組構
造物3に小屋裏部屋36が形成されているため、当初建
築するものが小屋裏2階建て構造物とされる。その後、
子供の成長などの事情に応じて図5の小屋裏3階建てに
増階して床面積の拡大を図る場合、定着構造物1および
その基礎部2が当初から3階建て構造物を支持し得る強
度に形成されている上、上記定着構造物1の上に小屋組
構造物3が切り離し可能に連結され、かつ、その小屋組
構造物3が一体化されて全体として昇降搬送が可能に構
成されているため、上記小屋組構造物3を切り離すこと
により上記定着構造物1の上に2階部分以上の構造物の
建て込みをそのままの状態で行うことができ、その建て
込んだ2階部分の上に上記切り離した小屋組構造物3を
そのまま連結することにより増階工事を終了させること
ができる。つまり、新たに定着構造物1における強度部
材や基礎を建て込んだり当初の定着構造物1自体や基礎
部2自体に変更を加えたりする必要がなく、また、屋根
材32のはぎ取りなどを行う必要もなく、当初の定着構
造物1および小屋組構造物3をそのまま用いて増階工事
を行うことができる上、定着構造物1内の電気配線や水
回りの配管を分断することなく増階工事を行うことがで
き、工期の短縮化、増階のためのコストの低減化を図る
ことができる。また、定着構造物1の天井部13によっ
て増階のための工事空間と遮断されているため、上記定
着構造物1内での居住者の生活を継続した状態で増階工
事を行うことができ、増階工事に伴う居住者の負担を大
幅に軽減することができる。さらに、小屋組構造物3の
全体を定着構造物1から引き離すだけで増階工事が可能
で、上述のごとく既存のもの1,2,3に変更を加える
ことなく増階工事が可能であるため、従来の増築もしく
は解体後新築などの場合と比べ、廃棄物の発生を大幅に
低減化もしくは無くすことができる。
In the case of the building structure shown in FIG. 1, since the attic 36 is formed in the shed structure 3, the building initially constructed is a two-story attic structure. afterwards,
In order to expand the floor space by increasing the number of floors to three floors in the attic according to circumstances such as the growth of children, the anchoring structure 1 and its foundation 2 support the three-story structure from the beginning. The roof structure 3 is detachably connected to the fixing structure 1, and the roof structure 3 is integrated so that it can be moved up and down as a whole. Therefore, by separating the roof structure 3 from above, it is possible to build the structure of the second floor and above on the fixing structure 1 as it is. By connecting the above-mentioned shed structure 3 separated as it is to the above, it is possible to finish the work of increasing the number of stories. In other words, it is not necessary to newly build a strong member or foundation in the fixing structure 1 or to change the initial fixing structure 1 itself or the base portion 2 itself, and to remove the roofing material 32. In addition, it is possible to use the original anchoring structure 1 and the roof structure 3 as they are to perform the floor increase work, and also to increase the floor increase work without dividing the electrical wiring and water pipes inside the anchorage structure 1. Therefore, the construction period can be shortened and the cost for increasing the number of floors can be reduced. Further, since the ceiling portion 13 of the fixing structure 1 blocks the construction space for increasing the number of floors, it is possible to perform the increasing floor construction while the resident's life in the fixing structure 1 is continued. , It is possible to significantly reduce the burden on the residents due to the construction of additional floors. Furthermore, since it is possible to increase the number of floors by simply separating the entire roof structure 3 from the anchoring structure 1, the number of floors can be increased without changing the existing ones 1, 2 and 3 as described above. Compared with the case of conventional extension or new construction after dismantling, the generation of waste can be greatly reduced or eliminated.

【0036】また、上記定着構造物1などの各構造物が
2×4構造による枠組壁構造により形成されているた
め、コンクリート構造でなくても木造の建築構造物にお
いて、1階建てから2階建て、もしくは、2階建てから
3階建てへの増階を可能とすることができる。
Further, since each structure such as the fixing structure 1 is formed by the frame wall structure of 2 × 4 structure, even if it is not a concrete structure, in a wooden construction structure, from the first floor to the second floor. It is possible to build or increase the number of floors from two to three.

【0037】一方、上記図1のものから図5のものへ増
階するための本実施例の築造方法の場合、上記のごと
く、小屋組構造物3が変更を加える必要なく全体として
搬送することができるため、切り離し工程ではこの小屋
組構造物3を定着構造物1から上方に単に切り離せば、
定着構造物1に対する増設工程を開始させることができ
る。そして、増設工程では、上記定着構造物1の上に増
階構造物の建て込みを行うだけで済み、最後に小屋組連
結工程でこの増階構造物4の上に小屋組構造物3を据え
付けるだけで、従来の増築方法と比べて極めて容易に小
屋裏3階建てに増築することができる。
On the other hand, in the case of the construction method of this embodiment for increasing the number of floors from that of FIG. 1 to that of FIG. 5, as described above, the roof structure 3 must be transported as a whole without any change. Therefore, in the separating step, if the roof structure 3 is simply separated from the fixing structure 1 upward,
The extension process for the fixing structure 1 can be started. Then, in the expansion step, it is only necessary to build the floor-extending structure on the anchoring structure 1, and finally, in the roof-group connecting step, the roof-structure structure 3 is installed on the floor-extending structure 4. Only by doing so, it is possible to add a three-story attic to the building very easily compared to the conventional extension method.

【0038】そして、上記増設工程の際、小屋組構造物
3の床部33が増強されているため、小屋裏部屋36内
の道具類をそのままにした状態で小屋組構造物3を切り
離して昇降搬送することができ、また、上記定着構造物
1の天井部13に増階構造物4のための床部41が予め
一体的に形成されているため、小屋組構造物3の切り離
し後の増設工程などをその床部41の上で作業すること
ができ、工事のための作業を容易に行うことができる
上、定着構造物1内の生活に支承を与えることもない。
Since the floor 33 of the shed structure 3 is strengthened during the above-mentioned expansion process, the shed structure 3 is separated and lifted while the tools in the attic 36 are left as they are. It can be transported, and since the floor portion 41 for the additional structure 4 is integrally formed in advance on the ceiling portion 13 of the fixing structure 1, the expansion after the separation of the roof structure 3 is performed. The steps and the like can be performed on the floor portion 41, the work for construction can be easily performed, and the life in the fixing structure 1 is not supported.

【0039】また、切り離し工程で切り離した小屋組構
造物3を定着構造物1の上方位置に保持した状態で増設
工程を行う場合、その定着構造物1の上方が工事終了ま
で上記小屋組構造物3により常に覆われた状態となるた
め、上記定着構造物1の主たる雨対策を上記小屋組構造
物3によって行うことができ、補助的に防水シートなど
を被せるだけで済み、省力化を図ることができる。
Further, when the expansion process is carried out in a state in which the shed structure 3 separated in the separation process is held above the fixing structure 1, the above-mentioned shed structure is kept above the fixing structure 1 until the completion of construction. Since it is always covered with 3, the main measures against rain of the fixing structure 1 can be taken by the roof structure 3 and only a waterproof sheet or the like needs to be supplementarily added, thus saving labor. You can

【0040】さらに、上記図1の2階建て建築構造物を
図5に示す3階建て以上の建築構造物への増階を行う場
合、本実施例では、増階部分に予め工場製作により形成
された枠組壁構造の増階用部材を用い、床部41上をプ
ラットフォームとしてその増階用部材を組み立てるだけ
で工事が完了するため、工期のより短縮化、工事のより
容易化を図ることができる。
Further, when the two-story building structure shown in FIG. 1 is expanded to a three-story or more building structure shown in FIG. 5, in this embodiment, the additional floor is formed in advance by factory production. Since the work is completed only by assembling the floor-extending member having the above-mentioned frame wall structure and using the floor 41 as the platform, the construction period can be shortened and the construction can be facilitated more easily. it can.

【0041】<他の態様例>なお、本発明は上記実施例
に限定されるものではなく、その他種々の変形例を包含
するものである。すなわち、上記実施例では、小屋組構
造物3を内部に小屋裏部屋36が形成されたものにし
て、当初の建築構造物を小屋裏2階建てに構成している
が、これに限らず、床部33などを省略して屋根として
の機能を有する小屋組構造物として、当初の建築構造物
を1階建てのものに構成してもよい。この場合、将来の
増階予定に応じて当初の定着構造物1および基礎部2を
予め2階建て用もしくは3階建て以上用のものに対応す
る強度を有するように形成してもよい。
<Other Embodiments> The present invention is not limited to the above embodiments, but includes various other modifications. That is, in the above-described embodiment, the hut structure 3 has the hut attic 36 formed therein, and the original building structure is configured as a two-story attic, but the present invention is not limited to this. The floor structure 33 and the like may be omitted, and the original building structure may be configured as a one-story building structure having a roof function. In this case, the initial fixing structure 1 and the foundation portion 2 may be formed in advance to have a strength corresponding to that for a two-story building or one for a three-story building or more, depending on a plan for increasing the number of floors in the future.

【0042】上記実施例では、小屋裏2階建てから小屋
裏3階建てへの増階を示したが、これに限らず、上記小
屋裏2階建てから例えば4階建て以上の建築構造物への
増階を行ってもよい。この場合、定着構造物1や基礎部
2をその増階する予定の建築構造物に対応する強度を有
するものに予め形成しておけばよい。これにより、その
後の事情に応じて当初の階層数以上に容易に増階するこ
とが可能となる。
In the above embodiment, the number of floors from the second floor of the attic to the third floor of the attic has been increased. However, the present invention is not limited to this, and from the second floor of the attic to a building structure of, for example, four or more floors. You may go upstairs. In this case, the fixing structure 1 and the foundation 2 may be formed in advance to have a strength corresponding to the building structure to be expanded. This makes it possible to increase the number of floors more easily than the initial number of floors, depending on the circumstances thereafter.

【0043】上記実施例では、増設工程における増階構
造物4の建て込みを2×4工法により行う場合を示した
が、これに限らず、従来の木造建築工法を用いてもよ
い。
In the above-mentioned embodiment, the case where the expanded structure 4 is built in the extension process by the 2 × 4 construction method is shown, but the construction is not limited to this, and a conventional wooden construction method may be used.

【0044】また、上記実施例では、増設工程における
増階構造物の築造を定着構造物1の上で組み立て,建て
込みを行っているが、これに限らず、例えば上記増階構
造物を予め工場製作した箱型ユニット構造物により構成
してもよい。この場合、増設工程を例えば図10に示す
ように、切り離し工程により切り離した小屋組構造物3
をジャッキアップ法もしくはリフトアップ法により定着
構造物1の上方の所定位置に保持した状態で、箱型ユニ
ット構造物4を横から両者1,3間に横移動させて上記
定着構造物1の上に据え付け、この後、上記小屋組構造
物3を降下させて箱型ユニット構造物4の上に据え付け
るようにすればよい。また、例えば図11に示すよう
に、上記の切り離した小屋組構造物3を地盤Gに仮置き
した状態で、箱型ユニット構造物4をクレーンなどによ
り吊り上げて定着構造物1の上に据え付け、この後、上
記の仮置きした小屋組構造物3を吊り上げて上記箱型ユ
ニット構造物4の上に据え付けるようにしてもよい。
Further, in the above-mentioned embodiment, the building of the expanded structure in the addition process is assembled and built on the fixing structure 1, but the invention is not limited to this, and the expanded structure is preliminarily prepared. It may be configured by a box-shaped unit structure manufactured at the factory. In this case, as shown in FIG. 10, for example, the additional steps are separated by the separating step.
Is held at a predetermined position above the fixing structure 1 by the jack-up method or the lift-up method, and the box-type unit structure 4 is moved laterally between the two 1 and 3 so that the box-type unit structure 4 is moved above the fixing structure 1. After that, the roof structure 3 may be lowered and installed on the box-type unit structure 4. In addition, as shown in FIG. 11, for example, in a state where the separated shed structure 3 is temporarily placed on the ground G, the box-shaped unit structure 4 is lifted by a crane or the like and installed on the fixing structure 1, Thereafter, the temporarily placed shed structure 3 may be hoisted and installed on the box-shaped unit structure 4.

【0045】さらに、上記実施例では、枠組壁構造を用
いた木造の建築を示したが、これに限らず、在来工法に
よる木造建築による1階建てから2階建てへの増階に適
用しても良く、さらに、定着構造物、増階構造物、およ
び、小屋組構造物などをPCコンクリート造のボックス
プレハブ構造により形成してもよい。
Further, in the above-mentioned embodiment, the wooden construction using the framed wall structure is shown, but the present invention is not limited to this, and it is applied to an increase in the number of floors from one floor to two floors by the conventional construction method. Alternatively, the fixing structure, the floor-extending structure, and the shed structure may be formed by a PC concrete box prefabricated structure.

【0046】[0046]

【発明の効果】以上説明したように、請求項1記載の発
明における建築構造物によれば、定着構造物の上に小屋
組構造物を切り離し可能に連結しているため、この小屋
組構造物を切り離すことにより上記定着構造物の上に2
階部分以上の構造物の建て込みを行うことができ、その
上に上記切り離した小屋組構造物を再び連結することで
増階工事を終了することができる。この際、上記定着構
造物および基礎部を当初から2階建て以上の構造物に対
応する強度を有するように形成し、加えて、上記定着構
造物の上端部に天井部を一体的に形成して独立させてい
るため、上記定着構造物自体や内部の配線,配管などお
よび基礎部に変更を加えずにそのまま継続使用すること
ができる。このため、上記定着構造物内の居住者の生活
を継続させた状態で増階工事を行うことができ、増階工
事に伴う居住者の負担を大幅に軽減することができる
上、増階に伴う廃棄物の発生を可及的に低減もしくは解
消することができる。しかも、小屋組構造物を一体化し
て全体として昇降搬送可能にしているため、屋根材のは
ぎ取りなどを行うことなく小屋組構造物全体を昇降搬送
するだけで、増階のための工事が可能となり、工事の容
易化、工期の短縮化、および、コストの低減化を図るこ
とができる。従って、当初、定着構造物と小屋組構造物
とからなる例えば1階建ての建築構造物を建て、その後
の子供の成長などの事情に応じて数年後の増階による床
面積の拡大を既設の上記建築構造物をそのまま用いて行
うことができる。
As described above, according to the building structure of the invention of claim 1, since the roof structure structure is detachably connected to the fixing structure, the roof structure structure is detachable. 2 on top of the fixing structure by disconnecting
It is possible to build a structure above the floor portion, and by connecting the separated rooftop structure to the structure again, it is possible to finish the work of increasing the number of stories. At this time, the fixing structure and the foundation are formed from the beginning so as to have a strength corresponding to a structure of two or more stories, and in addition, a ceiling is integrally formed at the upper end of the fixing structure. Since they are independent, the fixing structure itself, internal wiring, piping, etc. and the foundation can be used as they are without modification. For this reason, it is possible to perform the additional floor construction while the resident in the anchoring structure continues to live, and it is possible to significantly reduce the burden on the resident due to the additional floor construction and to increase the number of floors. It is possible to reduce or eliminate the accompanying waste generation as much as possible. Moreover, since the rooftop structure is integrated and can be moved up and down as a whole, the entire rooftop structure can be moved up and down without stripping the roofing material, etc. It is possible to facilitate the construction, shorten the construction period, and reduce the cost. Therefore, initially, for example, a one-story building structure consisting of a fixed structure and a roof structure is built, and the floor area is expanded by increasing the number of floors several years later according to the circumstances such as the growth of children thereafter. The above building structure can be used as it is.

【0047】請求項2記載の発明によれば、上記請求項
1記載の発明による効果に加えて、定着構造物の天井部
の上面部に将来の階層数を増加するための増階構造物の
床部を一体に形成しているため、将来の増階工事に際
し、定着構造物の内部を上記床部により外部と確実に遮
断して内部での生活継続をより快適にすることができる
上、上記床部を増階構造物の建て込みのための作業台と
して使うことができ作業の容易化,効率化を図ることが
できる。
According to the second aspect of the present invention, in addition to the effect of the first aspect of the present invention, in the upper structure of the ceiling portion of the fixing structure, a structure for increasing the number of floors for increasing the number of floors in the future is provided. Since the floor is integrally formed, the floor of the anchoring structure can be reliably cut off from the outside when the floor is expanded in the future, making it more comfortable to continue living inside. The floor can be used as a workbench for building an expanded structure, which facilitates work and improves efficiency.

【0048】請求項3記載の発明によれば、上記請求項
1記載の発明による効果に加えて、小屋組構造物の内部
に小屋裏部屋を形成しているため、当初の定着構造物と
小屋組構造物とからなる建築構造物を小屋裏2階建てと
して構成することができ、しかも、その定着構造物およ
びその基礎部が3階建て以上用に当初から形成されてい
るため、その後の事情に応じて当初の2階建てを3階建
て以上のものに容易に増階することができる。
According to the third aspect of the present invention, in addition to the effect of the first aspect of the invention, since the back room is formed inside the shed structure, the initial fixing structure and the shed. It is possible to construct a building structure consisting of a group structure as a two-story attic, and the anchoring structure and its foundation are formed from the beginning for three or more floors, so the situation after that Depending on the situation, it is possible to easily increase the original two-story building to a three-story building or more.

【0049】請求項4記載の発明によれば、上記請求項
3記載の発明による効果に加えて、小屋組構造物の床部
を増強しているため、既設の建築構造物に対して増階工
事を行う際に、小屋裏部屋内の道具類をそのままにした
状態で小屋組構造物の切り離しおよび昇降搬送を行うこ
とができる。
According to the invention described in claim 4, in addition to the effect of the invention described in claim 3, since the floor portion of the roof structure is reinforced, the number of floors of the existing building structure is increased. At the time of construction work, it is possible to separate the shed structure and carry it up and down while leaving the tools inside the shed.

【0050】請求項5記載の発明によれば、上記請求項
1記載の発明による効果に加えて、定着構造物などの各
構造物を枠組壁構造により形成しているため、木造の建
築構造物における1階建てから2階建て、もしくは2階
建てから3階建てへの増階に対して適用することができ
る。
According to the invention of claim 5, in addition to the effect of the invention of claim 1, since each structure such as a fixing structure is formed by a frame wall structure, a wooden building structure. It can be applied to the increase of the number of floors from one floor to two floors or from two floors to three floors.

【0051】請求項6記載の発明によれば、既設の建築
構造物を増階するための工事を、切り離し工程、増設工
程、小屋組連結工程により容易かつ迅速に行うことがで
きる。すなわち、定着構造物と小屋組構造物とからなる
既設の建築構造物について、切り離し工程で小屋組構造
物を定着構造物の上端部から切り離し、増設工程で増階
構造物を上記定着構造物の上に建て込み、小屋組連結工
程で上記増階構造物の上端部に上記切り離し工程で切り
離した小屋組構造物を連結するだけで、上記増階構造物
に相当する階層分の増階を容易に行うことができる。こ
の際、上記小屋組構造物自体に対して変更を加える必要
がない上、定着構造物およびその基礎部を増階される階
層数の建築構造物に対応する強度を有するように予め形
成して定着構造物や基礎部に変更を加えることなく工事
が可能であるため、工期の短縮化、コストの低減化を図
ることができる上、増階に伴う廃棄物の発生を可及的に
低減もしくは解消することができる。加えて上記定着構
造物の配線や配管など内部を変更する必要がないため、
定着構造物内での居住者の生活を継続させたまま工事を
行うことができる。
According to the sixth aspect of the present invention, the work for increasing the number of floors of the existing building structure can be easily and quickly performed by the separating process, the adding process, and the shed assembly connecting process. That is, for an existing building structure consisting of a fixing structure and a shed structure, the shed structure is separated from the upper end of the fixing structure in a cutting process, and the upstairs structure is added to the above-mentioned fixing structure in an expansion process. It is easy to increase the number of floors corresponding to the above-mentioned floor-extending structure simply by connecting it to the upper end of the above-mentioned floor-extending structure in the roof-joining process by building it on top Can be done. At this time, it is not necessary to make changes to the above-mentioned shed structure itself, and the anchoring structure and its foundation are formed in advance so as to have strength corresponding to the number of stories of the building structure to be expanded. Since it is possible to carry out the construction without changing the anchoring structure and foundation, it is possible to shorten the construction period and cost, and also to reduce the waste generation due to the increase in floor space as much as possible or It can be resolved. In addition, since it is not necessary to change the inside of the fixing structure such as wiring and piping,
Construction can be performed while the resident's life in the anchorage structure is continued.

【0052】請求項7記載の発明によれば、上記請求項
6記載の発明による効果に加えて、切り離し工程で切り
離した小屋組構造物を定着構造物の上方位置に保持した
状態で増設工程を行うようにしているため、上記小屋組
構造物を切り離した後の定着構造物の上方を工事終了ま
で上記小屋組構造物により常に覆われた状態とすること
ができる。このため、上記切り離した小屋組構造物によ
って定着構造物の雨対策を行うことができ、その分省力
化を図ることができる。
According to the invention of claim 7, in addition to the effect of the invention of claim 6, an additional step is carried out in a state in which the roof frame structure separated in the disconnecting step is held above the fixing structure. Since this is done, the upper part of the fixing structure after separating the shed structure can be always covered by the shed structure until the end of the construction. Therefore, it is possible to take measures against rain in the fixing structure by the separated rooftop structure, and labor saving can be achieved accordingly.

【0053】請求項8記載の発明によれば、上記請求項
6記載の発明による効果に加えて、増設工程における増
階構造物の建て込みを枠組壁工法により行うようにして
いるため、増階構造物の建て込みを容易かつ迅速に行う
ことができる。
According to the invention described in claim 8, in addition to the effect of the invention described in claim 6, since the structure for increasing the number of floors is built by the frame wall construction method in the additional process, the number of floors is increased. The structure can be built easily and quickly.

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

【図1】本発明の実施例を示す正面図である。FIG. 1 is a front view showing an embodiment of the present invention.

【図2】図1のA−A線における一部省略断面図であ
る。
FIG. 2 is a partially omitted cross-sectional view taken along the line AA of FIG.

【図3】図1のB−B線における一部省略断面図であ
る。
3 is a partially omitted cross-sectional view taken along line BB of FIG.

【図4】図1のC−C線における一部省略断面図であ
る。
4 is a partially omitted cross-sectional view taken along the line CC of FIG.

【図5】図1の建築構造物を増階したものの正面図であ
る。
FIG. 5 is a front view of the building structure of FIG. 1 with an expanded floor.

【図6】図5のD−D線における一部省略断面図であ
る。
6 is a partially omitted cross-sectional view taken along the line DD of FIG.

【図7】図5のE−E線における一部省略断面図であ
る。
7 is a partially omitted cross-sectional view taken along the line EE of FIG.

【図8】切り離し工程を示す図1対応図である。FIG. 8 is a view corresponding to FIG. 1 showing a separating step.

【図9】増設工程および小屋組連結工程を示す図5対応
図である。
FIG. 9 is a view corresponding to FIG. 5 showing an extension process and a shed assembly connection process.

【図10】増設工程の一態様を示す工程説明図である。FIG. 10 is a process explanatory view showing an aspect of an addition process.

【図11】増設工程の他の態様を示す工程説明図であ
る。
FIG. 11 is a process explanatory view showing another aspect of the addition process.

【符号の説明】[Explanation of symbols]

1 定着構造物 2 基礎部 3 小屋組構造物 4 増階構造物 13 定着構造物の天井部 33 小屋組構造物の床部 36 小屋裏部屋 41 増階構造物のための床部 G 地盤 1 Anchored structure 2 Foundation 3 Shed structure 4 Expanded structure 13 Ceiling of anchored structure 33 Floor of shed structure 36 Back room 41 Floor for expanded structure G Ground

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 上端部に一体的に形成された天井部を有
し、下端部が基礎部を介して設置地盤に定着された定着
構造物と、 上面が屋根材により覆われて全体として昇降搬送に耐え
得るよう一体化され、下端部が上記定着構造物の上端部
に切り離し可能に連結された小屋組構造物とを備えてお
り、 上記定着構造物およびその基礎部が2階建以上の構造物
に対応する強度を有するように形成されていることを特
徴とする建築構造物。
1. A fixing structure having a ceiling portion integrally formed at an upper end portion, and a lower end portion fixed to an installation ground through a foundation portion, and an upper surface covered with a roofing material to ascend and descend as a whole. A roofing structure that is integrated so as to withstand conveyance and has a lower end portion detachably connected to an upper end portion of the fixing structure, and the fixing structure and its base portion have two or more stories. A building structure characterized by being formed so as to have a strength corresponding to that of the structure.
【請求項2】 請求項1において、 定着構造物の天井部には、その上面部に、将来の階層数
を増加するための増階構造物の床部が予め一体に形成さ
れている建築構造物。
2. The building structure according to claim 1, wherein a ceiling portion of the anchoring structure is integrally formed in advance with a floor portion of the floor-extending structure for increasing the number of floors in the future. object.
【請求項3】 請求項1において、 小屋組構造物は下端部に床部を有して内部に小屋裏部屋
が形成されており、 定着構造物およびその基礎部が3階建以上の構造物に対
応する強度を有するように形成されている建築構造物。
3. The structure according to claim 1, wherein the shed structure has a floor at the lower end and a shed interior is formed inside, and the anchoring structure and its foundation have three or more stories. A building structure formed to have strength corresponding to.
【請求項4】 請求項3において、 小屋組構造物の床部が、小屋組構造物全体として昇降搬
送に耐え得るよう増強されている建築構造物。
4. The building structure according to claim 3, wherein the floor portion of the shed structure is reinforced so that the shed structure as a whole can endure up-and-down transportation.
【請求項5】 請求項1において、 各構造物が枠組壁構造により形成されている建築構造
物。
5. The building structure according to claim 1, wherein each structure is formed by a frame wall structure.
【請求項6】 下端部が基礎部を介して設置地盤に定着
され、上端部に天井部が一体的に取付けられている定着
構造物の上記上端部に、上面が屋根材により覆われて全
体として一体化された小屋組構造物の下端部が切り離し
可能に連結されている既存の建築構造物に対して、1以
上の数の階層を増加する築造方法であって、 上記定着構造物およびその基礎部を少なくとも上記増加
する階層の数に対応する強度を有するように予め形成し
ておき、 まず、小屋組構造物を上記定着構造物の上端部から切り
離す切り離し工程を行い、次に、上記定着構造物の上に
1以上の数の階層の増階構造物を建て込む増設工程を行
い、最後に、この増階構造物の上に上記切り離した小屋
組構造物を据え付けて両者を互いに連結する小屋組連結
工程を行うことを特徴とする建築構造物の築造方法。
6. The entire upper surface of the fixing structure, the lower end of which is fixed to the installation ground through the foundation, and the ceiling of which is integrally attached to the upper end, is covered with a roof material on the upper surface. A method for increasing the number of floors by one or more with respect to an existing building structure in which the lower end of the roof structure structure integrated as a unit is detachably connected. The base portion is formed in advance so as to have a strength corresponding to at least the increasing number of layers, and first, a separating step of separating the roof structure from the upper end portion of the fixing structure is performed, and then the fixing is performed. An expansion process is carried out to build one or more floors of upstory structure above the structure, and finally, the above-mentioned separated roof structure is installed on this upstory structure to connect them to each other. Specializing in carrying out a hut group connection process Construction method of building structures to be.
【請求項7】 請求項6において、 増設工程を、切り離し工程により切り離した小屋組構造
物を定着構造物の上方位置に保持した状態で行う建築構
造物の築造方法。
7. The method for constructing a building structure according to claim 6, wherein the adding step is performed in a state in which the shed structure separated by the separating step is held at a position above the fixing structure.
【請求項8】 請求項6において、 増設工程における増階構造物の建て込みを枠組壁工法に
より行う建築構造物の築造方法。
8. The method of building a building structure as claimed in claim 6, wherein the building with the expanded floor structure is built in the adding step by a frame wall construction method.
JP1042594A 1994-02-01 1994-02-01 Building structure and building method Withdrawn JPH07217228A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1042594A JPH07217228A (en) 1994-02-01 1994-02-01 Building structure and building method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1042594A JPH07217228A (en) 1994-02-01 1994-02-01 Building structure and building method

Publications (1)

Publication Number Publication Date
JPH07217228A true JPH07217228A (en) 1995-08-15

Family

ID=11749806

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1042594A Withdrawn JPH07217228A (en) 1994-02-01 1994-02-01 Building structure and building method

Country Status (1)

Country Link
JP (1) JPH07217228A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020186520A (en) * 2019-05-09 2020-11-19 株式会社サクシス Construction method, building, construction method of main structure of skeleton of building, main structure of skeleton of building, and method of building extension to upward floor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020186520A (en) * 2019-05-09 2020-11-19 株式会社サクシス Construction method, building, construction method of main structure of skeleton of building, main structure of skeleton of building, and method of building extension to upward floor

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