JPS58204247A - Construction of reinforced concrete structure - Google Patents

Construction of reinforced concrete structure

Info

Publication number
JPS58204247A
JPS58204247A JP8838982A JP8838982A JPS58204247A JP S58204247 A JPS58204247 A JP S58204247A JP 8838982 A JP8838982 A JP 8838982A JP 8838982 A JP8838982 A JP 8838982A JP S58204247 A JPS58204247 A JP S58204247A
Authority
JP
Japan
Prior art keywords
work
construction
beams
reinforced concrete
materials
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
JP8838982A
Other languages
Japanese (ja)
Other versions
JPS6333542B2 (en
Inventor
二階 盛
小島 雄
水原 研三
襄 藤居
恵二 氷見
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 JP8838982A priority Critical patent/JPS58204247A/en
Publication of JPS58204247A publication Critical patent/JPS58204247A/en
Publication of JPS6333542B2 publication Critical patent/JPS6333542B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は鉄筋コンクリートによる構造物の構築工法に
関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing a structure using reinforced concrete.

鉄筋コンクリート工事lこは、型枠工事、鉄筋工事、お
よびコンクリート工事があり、どの工事も多大な暇・手
間を必要とする。また前記各種工事のいくつかははt!
並行して実施されるため非常に膨大な量の建築資材や材
料が一度に建築現場に搬入されることとなり、材料の手
配・加工および管理が非常に面倒になるばかりでなく相
当広いスペースが建築資材や材料の置場で占められてし
まう。
Reinforced concrete work involves form work, reinforcing steel work, and concrete work, all of which require a great deal of time and effort. Also, some of the various construction works mentioned above are t!
As these projects are carried out in parallel, a huge amount of construction materials and materials are delivered to the construction site at once, which not only makes arranging, processing and managing the materials extremely troublesome, but also takes up a considerable amount of space during construction. It will be occupied by the storage area for supplies and materials.

この発明は、前記事情に鑑みて提案されたもので鉄筋コ
ンクIJ−)fこよる構造物を構築するに際し、型枠工
事、鉄筋工事およびコンクリート工事の工事量並びlこ
前記各種工事lこ使用する建築資材および材料の使用量
を平均化させつつ工事を進めるととIこより工事の円滑
な進行を図るとともに建築資材および材料の手配・加工
および管理をきわめて容易にした鉄筋コンクリートによ
る構造物の構築工法を提供することを目的とする。
This invention was proposed in view of the above-mentioned circumstances, and when constructing a reinforced concrete structure, the amount of work required for formwork work, reinforcing steel work, and concrete work, as well as the amount of work required for the various types of work described above, are used. A construction method for constructing structures using reinforced concrete that allows construction to progress smoothly while equalizing the amount of construction materials and materials used, and that makes it extremely easy to arrange, process, and manage construction materials and materials. The purpose is to provide

この発明に係る鉄筋コンクリートによる構造物の構築工
法は、共用施設や設備施設として配置されたコア部分よ
りウィング部分を複数棟突出させて十字型ないしはY字
型平面形に計画きれた構造物を鉄筋コンクリートより構
築するEこ際し、コア部分および各ウィング部分におけ
る柱部分の鉄筋組立て作業、柱・梁・床部分の型枠組立
て作業、梁・床部分の鉄筋組立て作業およびコンクリー
ト打設作業の一連の各種作業をコア部分次いで各ウィン
グ部分の順にずらしつつ構造物の上階方向に同じ作業量
ずつ順送りに実施して鉄筋コンクリートによる多層階構
造物を構築するものである。そしで、この発明に係る構
造物の構築工法によれば、コア部分およびウィング部分
における前記一連の各種作業が同じ仕事量ずつ実施され
るので暇・手間および資材や材料が一部の作業に集中す
るようなことは。
The method for constructing a structure using reinforced concrete according to the present invention is to construct a structure planned in a cross-shaped or Y-shaped plan shape by having a plurality of wing parts protrude from a core part arranged as a common facility or equipment using reinforced concrete. During the construction, a series of various tasks were carried out, including assembling reinforcing bars for columns in the core and each wing section, assembling formwork for columns, beams, and floors, assembling reinforcing bars for beams and floors, and placing concrete. A multi-story structure made of reinforced concrete is constructed by shifting the work to the core section, then to each wing section, and then sequentially moving the same amount of work toward the upper floors of the structure. Therefore, according to the structure construction method according to the present invention, the series of the above-mentioned various operations in the core part and the wing part are performed with the same amount of work, so that time, effort, materials, and materials are concentrated on a part of the operations. Things like that.

おこらず全体の工事を円滑に進行させることができる。This allows the entire construction work to proceed smoothly.

また、建築資材や材料も一部のもののみが大量に搬入さ
れたり使用されたりするようなことはおこらないので建
築資材および材料の手配・加工および管理がしやすい。
Further, since only some of the building materials and materials are brought in and used in large quantities, it is easy to arrange, process, and manage the building materials and materials.

また、和尚広いスペースが建築資材や材料の置場で占め
られるようなこともない。
Also, the large space of the priest is not taken up by the storage of building materials and materials.

以下、この発明に係る鉄筋コンクリートによる構造物の
構築工法をY字型平面形に計画された鉄筋コンクリート
構造物tこ基いて説明する。
Hereinafter, the method for constructing a reinforced concrete structure according to the present invention will be explained based on a reinforced concrete structure planned in a Y-shaped plan view.

図は、Y字型平面形に計画された中高層の建築物の平面
図であって、共用施設や設備施設が配置されるコア部分
Aと居室等が配置されるウィング部分B、O,Dとから
計画されている。コア部分ムは、ウィング部分B、(1
,Dより1〜2階程度先行させて工事を進める。
The figure is a plan view of a mid-to-high-rise building planned in a Y-shaped plan, with a core part A where common facilities and equipment are located, and wing parts B, O, and D where living rooms, etc. are located. It is planned from The core part is the wing part B, (1
, D will proceed with construction one or two floors ahead of D.

ウィング部分B、O,Dでは、柱部分の鉄筋組立て作業
、柱・梁・床部分の型枠組立て作業。
In wing sections B, O, and D, reinforcing bars were assembled for the columns, and formwork was assembled for the columns, beams, and floors.

梁・床部分の鉄筋組立て作業およびコンクリートの打設
作業の一連の作業を柱部分の鉄筋組立て作業および柱部
分の型枠組立て作業と梁・床部分の型枠組立て作業およ
び梁・床部分の鉄筋組立て作業とコンクリート打設作業
との6作業に別け、この6作業をウィング部分B、次い
でウィング部分0.Dの順に順送りにずらしつつ建築物
の上階方向Iこ実施する。すなわち、ライ(6) ング部分Bで梁・床部分の型枠組立て作業および梁・床
部分の鉄筋組立て作業を実施するとき。
A series of operations including reinforcing bar assembly work for beams and floors and concrete pouring work, reinforcing bar assembling work for columns, formwork assembly work for columns, formwork assembly work for beams and floors, and reinforcing bars for beams and floors. Divided into 6 tasks: assembly work and concrete pouring work, these 6 tasks are carried out on wing section B, then wing section 0. The process is carried out in the direction of the upper floors of the building while shifting sequentially in the order of D. In other words, when assembling formwork for beams and floors and assembling reinforcing bars for beams and floors at lying section B.

ウィング部分Oでは梁・床部分の型枠組立て作業および
梁・床部分の鉄筋組立て作業はすでに完了してあり、コ
ンクリートの打設作業を実施する。また、ウィング部分
りではコンクリートの打設作業は、すでに完了してあり
、直上階の柱部分の鉄筋組立て作業および柱部分の型枠
組立て作業を実施する0次の段階では、ウィング部分B
でコンクリートの打設作業を実施し、これに並行させて
ウィング部分Oで直上階の柱部分の鉄筋の組立て・作業
および柱部分の型枠組立て作業を冥施し、ウィング部分
りで梁・床部分の型枠組立て作業および鉄筋組立て作業
を実施する。
In the wing section O, the formwork assembly work for the beams and floor sections and the reinforcing bar assembly work for the beams and floor sections have already been completed, and concrete pouring work will be carried out. In addition, concrete pouring work has already been completed at the wing section, and the next step, which involves assembling reinforcing bars for the pillars on the floor directly above and assembling the formwork for the columns, will be carried out at the wing section B.
Concrete pouring work was carried out at the wing section O, and in parallel with this, the reinforcing bars for the columns on the floor directly above were assembled and the formwork for the column sections were assembled at the wing section O, and the beams and floor sections were constructed at the wing section O. Perform formwork assembly work and reinforcing bar assembly work.

更に2次の段階ではウィング部分Bで直上階の柱部分の
鉄筋組立て作業および型枠組立て作業1!i−実施し5
これに並行させてウィング部分0で梁・床部分の型枠組
立て作業および鉄筋組立て作業を実施しウィング部分り
でコンクリート(4) の打設作業を実施する。
Furthermore, in the second stage, the reinforcement work and formwork assembly work for the column part on the floor directly above in wing part B is carried out 1! i-implementation 5
In parallel with this, formwork assembly work and reinforcing bar assembly work for beams and floors will be carried out at wing section 0, and concrete (4) pouring work will be carried out at wing section 0.

以下、同様にして前記6作業を建物の上階方向に順送り
に実施する。
Thereafter, in the same manner, the above six operations are carried out sequentially in the direction of the upper floors of the building.

次に、コア部分Aよりウィング部分を4棟突出させて十
字型平面形に計画された建築物を構築する場合には柱部
分の鉄筋組立て作業、柱・梁・床部分の型枠組立て作業
、梁・床部分の鉄筋組立て作業およびコンクリート打設
作業の4作業を各ウィング部分において順送りにずらし
つつ建築物の上階方向暑こ実施する。なお、実施例では
コア部分Aをウィング部分B、O,Dより1〜2階程度
先行させて実施することにより。
Next, when constructing a building planned in a cross-shaped plan with four wing parts protruding from the core part A, assembling the reinforcing bars for the columns, assembling the formwork for the columns, beams, and floors, The four tasks of assembling reinforcing bars for beams and floors and concrete pouring are carried out in the upper floors of the building while shifting them sequentially in each wing section. In addition, in the embodiment, the core part A precedes the wing parts B, O, and D by about 1 to 2 floors.

建築資材や材料の運搬通路とするとともに工事中のウィ
ング部B、O,Dの支持−とすることにより作業性およ
び作業の安全性を高めた。
By using it as a transportation route for construction materials and materials and supporting wing sections B, O, and D during construction, work efficiency and work safety were improved.

以上、この発明に係る構造物の構築工法によれば型枠工
事、鉄筋工事およびコンクリート工事の工事量並びに各
種工事に使用する建築資材および材料の使用量を平均化
させつつ工事を進めることにより工事の円滑な進行が図
れる。また、建築資材および材料の手配・加工および管
理もきわめて容易にできる。
As described above, according to the method for constructing a structure according to the present invention, construction can be carried out by averaging the amount of work for formwork work, reinforcing steel work, and concrete work, as well as the amount of construction materials and materials used for various works. This will allow for smooth progress. Furthermore, the arrangement, processing, and management of building materials and materials can be made extremely easy.

【図面の簡単な説明】[Brief explanation of the drawing]

図面はY字型平面形に計画された建築物のブロック平面
図である。 A・ ・ ・ コア部分、B、O,D  ・ ・ウィン
グ部分。 (7)
The drawing is a block plan of a building planned in a Y-shaped plan. A... Core part, B, O, D... Wing part. (7)

Claims (1)

【特許請求の範囲】[Claims] コア部分よりウィング部分を複数棟突出させて十字型な
いしはY字型平面形に計画された構造物を鉄筋コンクリ
ートより構築するに際し、コア部分および各ウィング部
分における柱部分の鉄筋組立て作業、柱・梁・床部外の
型枠組立て作業、梁・床部外の鉄筋組立て作業およびコ
ンクリート打設作業の一連の各種作業をコア部分1次い
で各ウィング部分の順fc順送9fこすらしつつ構造物
の上階方向に実施することを特徴とする鉄筋コンクリー
トlこよる構造物の構築工法。
When constructing a structure with reinforced concrete that has multiple wing sections protruding from the core section and is planned to have a cross-shaped or Y-shaped planar shape, it is necessary to assemble reinforcing bars for the columns in the core section and each wing section, as well as for columns, beams, etc. A series of various operations such as assembling formwork outside the floor, assembling reinforcing bars outside the floor and beams, and pouring concrete were carried out on the upper floors of the structure while rubbing the core first, then each wing section sequentially fc 9f. A method for constructing structures made of reinforced concrete, which is characterized by being constructed in the same direction.
JP8838982A 1982-05-25 1982-05-25 Construction of reinforced concrete structure Granted JPS58204247A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8838982A JPS58204247A (en) 1982-05-25 1982-05-25 Construction of reinforced concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8838982A JPS58204247A (en) 1982-05-25 1982-05-25 Construction of reinforced concrete structure

Publications (2)

Publication Number Publication Date
JPS58204247A true JPS58204247A (en) 1983-11-28
JPS6333542B2 JPS6333542B2 (en) 1988-07-06

Family

ID=13941433

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8838982A Granted JPS58204247A (en) 1982-05-25 1982-05-25 Construction of reinforced concrete structure

Country Status (1)

Country Link
JP (1) JPS58204247A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011241607A (en) * 2010-05-19 2011-12-01 Sumitomo Mitsui Construction Co Ltd Building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011241607A (en) * 2010-05-19 2011-12-01 Sumitomo Mitsui Construction Co Ltd Building

Also Published As

Publication number Publication date
JPS6333542B2 (en) 1988-07-06

Similar Documents

Publication Publication Date Title
JP3069753B2 (en) Construction method of framed reinforced concrete structure
JPS58204247A (en) Construction of reinforced concrete structure
JPS6367349A (en) New construction on existing facilities
JPH10159344A (en) Building method of multi-layered structure provided with a plurality of super beam
JPS6020541B2 (en) Reinforcement assembly method for reinforced concrete frame structures
JPS6314937A (en) Reinforcing bar composite pillar
Choi et al. Case study of the core structure succeeding method for tall building construction
JPS62141242A (en) Construction of concrete floor panel
JP3187618B2 (en) How to assemble beam reinforcement
JPH04131428A (en) Construction of underground structure
JPS61211435A (en) Long span non-timbering slab construction method
JPH07279247A (en) Skeleton of building consisting of concrete core wall and structural steel frame
JPH08193422A (en) Construction method for building
JPS6210349A (en) Construction of body of multi-stair building
JPS634168A (en) Concrete execution of structure on site
JPS60109450A (en) Formation of boundary wall of door
JPS6013148A (en) Building constructing method
JPS58218535A (en) Construction of reinforced concrete building
JPS58164866A (en) Continuous layer earthquake-proof wall by h-pc construction method
JPH0468419B2 (en)
JPS61237737A (en) Reinforcing bar and iron skeletal composite pillar
JPH0460183B2 (en)
JPH0441866A (en) Compounding method for rc construction
JPS6255377A (en) Steel bar assembling construction method of reinforced concrete structure
JPS59130955A (en) Pillar member for building and construction thereof