JPH03212548A - Constructing method of preliminariry assembled floor having equipment - Google Patents
Constructing method of preliminariry assembled floor having equipmentInfo
- Publication number
- JPH03212548A JPH03212548A JP633590A JP633590A JPH03212548A JP H03212548 A JPH03212548 A JP H03212548A JP 633590 A JP633590 A JP 633590A JP 633590 A JP633590 A JP 633590A JP H03212548 A JPH03212548 A JP H03212548A
- Authority
- JP
- Japan
- Prior art keywords
- steel
- floor
- equipment
- beams
- deck plate
- 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.)
- Pending
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は空調設備、消化設備、給排水設備等の設備機器
が附設された床先祖施工法に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a floor construction method in which equipment such as air conditioning equipment, fire extinguishing equipment, water supply and drainage equipment, etc. are attached.
(従来の技術)
従来鉄骨造における床の施工は、複数階の鉄骨柱を1節
として建込み、続いて各階毎に鉄骨大梁、鉄骨小梁を順
次組立て、各階毎に必要量のデツキプレート床材を荷挙
げして、鉄骨建方の完了後、前記デツキプレート床材を
鉄骨大梁間に架渡し、溶接等で固定している。(Conventional technology) Conventional floor construction in steel structures involves building multiple floors of steel columns as one section, then sequentially assembling steel beams and small steel beams for each floor, and building the required amount of deck plate floors for each floor. After unloading the materials and completing the erection of the steel frame, the deck plate flooring material is strung between the steel girders and fixed by welding or the like.
更に設備工事は、前記建方の完了後、床下に空調設備、
消化設備、給排水設備等の設備機器を取付けて行ってい
る。Furthermore, after the above construction is completed, equipment construction will be carried out, including installation of air conditioning equipment under the floor,
We are installing equipment such as fire extinguishing equipment and water supply and drainage equipment.
(発明が解決しようとする課題)
この場合、鉄骨柱、鉄骨大梁、鉄骨小梁の建方後、建入
れ直しと本締め後でなければ、デツキプレート床材を1
枚づつ前記大梁間に架渡し、スタッド溶接等で固定する
ことができないので、工期遅延の原因となる。また上層
階の本締め作業中にデツキプレート床材を取付けようと
すると、上下作業となり、落下物等の危険性がある。(Problem to be solved by the invention) In this case, after the steel columns, large steel beams, and small steel beams have been erected, the deck plate flooring material must be
Since it is not possible to bridge the beams one by one between the girders and fix them by stud welding or the like, this causes a delay in the construction period. Furthermore, if you try to install the deck plate flooring during the final tightening work on the upper floors, you will have to work up and down, and there is a risk of falling objects.
更に設備工事についても、デツキプレート床材を取付け
た後でなければ、床下に設備機器を取付けることができ
ず、他の設備工事と重なり作業が輻輳すると相当数の作
業員が必要となり、作業員の確保が困難である。Furthermore, regarding facility work, it is not possible to install equipment under the floor until after the deck plate flooring has been installed, and if the work overlaps with other facility work and the work is congested, a considerable number of workers will be required. It is difficult to secure
本発明は前記従来技術の有する問題点に鑑みて提案され
たもので、その目的とする処は、作業性が向上され、省
力化と安全性とが確保され、工期の短縮が図られる、設
備機器を附設した床先組施工法を提供する点にある。The present invention has been proposed in view of the problems of the prior art, and its purpose is to improve workability, save labor and ensure safety, and shorten the construction period. The purpose of this invention is to provide a floor construction method with equipment attached.
(課題を解決するための手段)
前記の目的を達成するため、本発明に係る床先組施工法
によれば、鉄骨小梁とデツキプレート床材とを組立てる
とともに、同デツキプレート床材下面に設備機器を先付
けした床ユニット部材を予め地上部で組立て、鉄骨柱及
び鉄骨大梁の速力完了後、前記床ユニット部材を所定階
に吊上げ、同床ユニット部材における鉄骨小梁の端部を
相対する前記鉄骨大梁の所定位置に接合するものである
。(Means for Solving the Problems) In order to achieve the above object, according to the floor construction method according to the present invention, a steel beam and a deck plate flooring material are assembled, and the lower surface of the deck plate flooring material is The floor unit members pre-attached with equipment are assembled on the ground in advance, and after the steel columns and the steel girders have been moved, the floor unit members are hoisted to a predetermined floor, and the ends of the steel beams in the same floor unit members are placed opposite each other. It is connected to a predetermined position on a steel girder.
(作用)
本発明によれば、前記したように、予め地上部において
鉄骨小梁とデツキプレート床材とによる床構造部を組立
てるとともに、同床構造部におけるデツキプレート床材
の下面に設ma器を先付けして床ユニット部材を構成し
、鉄骨柱及び鉄骨大梁の建方完了を俟って前記床ユニッ
ト部材を所定階に吊上げ、前記鉄骨小梁の端部を相対す
る前記鉄骨大梁の所定位置に接合することによって、鉄
骨小梁及びデツキプレート床材の取付工事と、設備機器
の設備工事とを同時に進め、労務と省力化及び作業の安
全と、工期の短縮を図るものである。(Function) According to the present invention, as described above, a floor structure consisting of steel beams and deck plate flooring is assembled in advance in the above-ground part, and a machining device is installed on the lower surface of the deck plate flooring in the same floor structure. are attached in advance to form a floor unit member, and after the erection of the steel columns and steel girders is completed, the floor unit member is hoisted to a predetermined floor, and the ends of the steel beams are placed in a predetermined position of the steel girder facing each other. By joining the steel frame beams and deck plate flooring, the installation work of the steel frame beams and deck plate flooring and equipment work can proceed at the same time, saving labor and labor, improving work safety, and shortening the construction period.
(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
第5図は本発明に係る床先組工法の適用される躯体を示
し、4本の鉄骨鉄筋コンクリート柱(a)における鉄骨
柱A間に鉄骨大梁(81が架設され、相対する鉄骨大梁
fB1間に鉄骨小梁(1)が架渡され、同小粱(1)上
にデツキプレート床材(2)が配設されている。Fig. 5 shows a frame to which the floor construction method according to the present invention is applied, in which a steel girder (81) is erected between the steel column A of four steel reinforced concrete columns (a), and a steel girder (81) is erected between the opposing steel girder fB1. Steel frame beams (1) are laid across the structure, and deck plate flooring (2) is placed on top of the beams (1).
図中(1a)は鉄骨小梁(1)と鉄骨大梁(Blとの接
合部である。In the figure, (1a) is the joint between the small steel beam (1) and the large steel beam (Bl).
前記躯体構造体のうち、鉄骨小梁(1)を所定の位置に
合うように後述の地組構台にセットし、相対する鉄骨大
梁(E31と前記鉄骨小梁(1)の接合部(1a)を除
く床部に、前記大梁(B1間に跨るようにデツキプレー
ト床材(2)を取付け、同デツキプレート床材(2)の
下面に、空調機本体(3)、チャンバー(4)、空調ダ
クト(5)、スプリンクラ−配管(6)給排水管等の設
備機器(Oを先付けした床ユニット部材0を地上で組立
てる。図中(7)は吊ボルトである。Of the frame structure, set the steel beam (1) in a predetermined position on the ground assembly pedestal, which will be described later, and connect the opposing steel beam (E31 and the joint (1a) of the steel beam (1)). The deck plate flooring material (2) is attached to the floor area excluding the main beam (B1), and the air conditioner body (3), chamber (4), and air conditioner are installed on the bottom surface of the deck plate flooring material (2). Facilities such as ducts (5), sprinkler piping (6), water supply and drainage pipes, etc. (floor unit member 0 prefixed with O) are assembled on the ground. (7) in the figure is a hanging bolt.
前記のように構成された床ユニット部材0は前記大梁に
相当する4辺の仮設梁部材よりなる建築現場サイトに設
置された地組構台で組立てられ、適宜架台に仮置された
、鉄骨柱(2)、鉄骨大梁(81の速力完了後、所要の
階層に吊上げられ、前記床ユニット部材0における鉄骨
小梁(1)の両端部を相対する鉄骨大梁(Blに所定の
位置において接合し、前記小梁(1)における接合部(
1a)に残りのデツキプレート床材(2)を取付け、床
ユニット部材0における床下部の設備機器(C)にメイ
ン配管を接続して、全工程を完了する。The floor unit member 0 configured as described above is assembled on a ground assembly pedestal installed at the construction site site, consisting of temporary beam members on four sides corresponding to the girders, and is made of steel columns (temporarily placed on the pedestal as appropriate). 2), After the speed of the steel frame girder (81) is completed, it is hoisted to the required floor, and both ends of the steel frame small beam (1) in the floor unit member 0 are joined to the opposing steel frame girder (Bl) at a predetermined position, and the Joint in beam (1) (
The remaining deck plate flooring material (2) is attached to 1a), and the main piping is connected to the equipment (C) at the bottom of the floor in the floor unit member 0, completing the entire process.
(発明の効果)
本発明によれば前記したように、鉄骨小梁とデツキプレ
ート床材とを組立てるとともに、同デツキプレート床材
下面に設備機器を先付けした床ユニット部材を予め地上
で組立てておき、鉄骨柱及び鉄骨大梁の速力完了後、前
記床ユニット部材を所定階に吊上げ、同床ユニット部材
における鉄骨小梁の端部を相対する鉄骨大梁の所定位置
に接合することによって、作業が簡単迅速に行なわれ、
床下に設備機器を先付けしたことにより、鉄骨工事と設
備工事とが同時に進められ、労務の省力と、作業の安全
と工期の短縮に寄与するものである。(Effects of the Invention) According to the present invention, as described above, the steel beams and the deck plate flooring material are assembled, and the floor unit member with the equipment attached to the lower surface of the deck plate flooring material is assembled in advance on the ground. After completing the speeding of the steel columns and steel girders, the floor unit member is hoisted to a predetermined floor, and the ends of the steel small beams of the same floor unit member are joined to the predetermined positions of the opposing steel girders, making the work easy and quick. It was carried out in
By pre-installing equipment under the floor, steel frame work and equipment work can proceed at the same time, contributing to labor savings, work safety, and shorter construction times.
第1図は本発明に係る設備機器を先付けした床先祖施工
法に使用される床ユニット部材の底面図、第2図は第1
図の矢視■−■図、第3図及び第4図は夫々床ユニット
部材の構造を示す平面図並に縦断面図、第5図は本発明
の方法が通用される躯体の一部を欠截して示す平面図で
ある。
囚・・・鉄骨柱、 (Bl・・・鉄骨大梁、(Q
・・・設備機器、 0・・・床ユニット部材、(1
)・・・鉄骨小梁、 (2)・・・デツキプレート
床材、(3)・・・空ff181本体、 (4)・・
・チャンバー(5)・・・空調ダクト、 (6)・・
・スプリンクラ−配管。Fig. 1 is a bottom view of a floor unit member used in the floor construction method in which the equipment according to the present invention is pre-installed, and Fig.
3 and 4 are plan views and vertical cross-sectional views showing the structure of the floor unit member, respectively, and FIG. 5 shows a part of the frame to which the method of the present invention is applied. FIG. 2 is a partially cutaway plan view. Prisoner...Steel frame column, (Bl...Steel frame girder, (Q
...Equipment, 0...Floor unit member, (1
)...Steel beams, (2)...Deck plate flooring, (3)...Empty FF181 body, (4)...
・Chamber (5)...Air conditioning duct, (6)...
・Sprinkler piping.
Claims (1)
、同デッキプレート床材下面に設備機器を先付けした床
ユニット部材を予め地上部で組立て、鉄骨柱及び鉄骨大
梁の速力完了後、前記床ユニット部材を所定階に吊上げ
、同床ユニット部材における鉄骨小梁の端部を相対する
前記鉄骨大梁の所定位置に接合することを特徴とする設
備機器を附設した床先組施工法。In addition to assembling the steel frame beams and the deck plate flooring material, the floor unit members with the equipment attached to the underside of the deck plate flooring material are assembled in advance above the ground, and after the speed of the steel frame columns and the steel frame girder is completed, the floor unit members are assembled. A construction method for floor assembly equipped with equipment, characterized in that the equipment is lifted to a predetermined floor and the ends of the small steel beams in the same floor unit member are joined to the predetermined positions of the opposing steel beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP633590A JPH03212548A (en) | 1990-01-17 | 1990-01-17 | Constructing method of preliminariry assembled floor having equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP633590A JPH03212548A (en) | 1990-01-17 | 1990-01-17 | Constructing method of preliminariry assembled floor having equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH03212548A true JPH03212548A (en) | 1991-09-18 |
Family
ID=11635498
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP633590A Pending JPH03212548A (en) | 1990-01-17 | 1990-01-17 | Constructing method of preliminariry assembled floor having equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH03212548A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009299311A (en) * | 2008-06-11 | 2009-12-24 | Takasago Thermal Eng Co Ltd | Unit floor construction method |
| JP2014152482A (en) * | 2013-02-07 | 2014-08-25 | Takasago Thermal Eng Co Ltd | Horizontal pipeline unit construction method |
| JP2015145566A (en) * | 2014-02-03 | 2015-08-13 | 鹿島建設株式会社 | Construction method |
-
1990
- 1990-01-17 JP JP633590A patent/JPH03212548A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009299311A (en) * | 2008-06-11 | 2009-12-24 | Takasago Thermal Eng Co Ltd | Unit floor construction method |
| JP2014152482A (en) * | 2013-02-07 | 2014-08-25 | Takasago Thermal Eng Co Ltd | Horizontal pipeline unit construction method |
| JP2015145566A (en) * | 2014-02-03 | 2015-08-13 | 鹿島建設株式会社 | Construction method |
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