JPH03265800A - Method of installing equipment - Google Patents

Method of installing equipment

Info

Publication number
JPH03265800A
JPH03265800A JP5982790A JP5982790A JPH03265800A JP H03265800 A JPH03265800 A JP H03265800A JP 5982790 A JP5982790 A JP 5982790A JP 5982790 A JP5982790 A JP 5982790A JP H03265800 A JPH03265800 A JP H03265800A
Authority
JP
Japan
Prior art keywords
floor
equipment
spiral pipe
concrete
spiral
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
Application number
JP5982790A
Other languages
Japanese (ja)
Inventor
Hirosuke Matsumoto
松本 弘介
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.)
Toshiba Corp
Original Assignee
Toshiba 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 Toshiba Corp filed Critical Toshiba Corp
Priority to JP5982790A priority Critical patent/JPH03265800A/en
Publication of JPH03265800A publication Critical patent/JPH03265800A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To simplify installation and improve reliability by constituting the process out of a first process of forming a framework, a second process of forming a spiral pipe assembly, a third process of fixing the spiral pipe assembly with concrete, a fourth process of fixing it with mortar, and a fifth process of fixing equipment. CONSTITUTION:An angle member 15 is cut according to a base dimension of equipment 3, and end faces are combined and welded to form a framework 17. Next, spiral pipes 2 are screwed in the female holes 19 provided at four corners of the framework 17 so as to form a spiral pipe assembly 21. Furthermore, the spiral pipe 2 and the spiral pipe assembly 21 are firmly fixed to the floor 1 through spot welding 9 and stud bolts 16. And a packer plate 10 is inserted into the spiral pipe 2, whereby an anchor bolt is erected at the position of the bolt hole for equipment installation, and after adjustment of each position, mortar 12 is poured into the spiral pipe 2, and it is cured. If mortar hardens and required strength is obtained, the equipment 3 is fixed on the floor 1, whereby the installation is completed. The work can be simplified by forming female holes 19 in the framework 17 in the factory prior to installing the equipment 3 on the floor 1 and installing it as the spiral pipe assembly 21 before arrangement of reinforcing rods in the floor.

Description

【発明の詳細な説明】 〔発明の目的〕 (産業上の利用分野) 本発明は大型重量物などの機器の据付は方法に関する。[Detailed description of the invention] [Purpose of the invention] (Industrial application field) The present invention relates to a method for installing equipment such as large and heavy objects.

(従来の技術) 従来の大型機器または重量物機器などを床に据付ける方
法について第5図から第8図を参照して説明する。第5
図において、床l上には機器3のボルト大川としてリブ
付重合螺旋管(以下、螺旋管と記す)2が機器3のボル
ト穴の必要数配設されており、機器3が螺旋管2の上部
に据付けられている。螺旋管2はたとえばトタン板を円
筒体に丸めて、その側面に連続した螺旋状の突条が形成
され、上端部にリブ(フランジ)が取着されたものであ
る。機器3としては同一機器または同類機器が複数据付
けられる。第6図において、捨てコンクリート4上に床
立上げ筋5が立上っており、床横筋6および床縦筋7が
格子状に定間隔に配筋されている。機器3の基礎据付位
置に最も近い空間に螺旋管2を設置し、補強筋8を螺旋
管2の側面に煮付溶接9し、さらに補強筋8と床横筋6
及び床縦筋7との接点も煮付溶接9する。第7図に示し
たように、機器基礎の据付位置により螺旋管2は床横筋
6または床縦筋7と直接に煮付溶接9をする場合ないし
は補強筋8を複数用いて床横筋6と床縦筋7が格子状に
交わった空間に設置する場合もある。
(Prior Art) A conventional method for installing large equipment or heavy equipment on the floor will be described with reference to FIGS. 5 to 8. Fifth
In the figure, ribbed polymeric spiral tubes (hereinafter referred to as spiral tubes) 2 are arranged on the floor 1 as the bolts of the device 3 in the required number of bolt holes of the device 3, and the device 3 is connected to the spiral tube 2. installed at the top. The spiral tube 2 is, for example, a galvanized iron plate rolled into a cylindrical body, a continuous spiral protrusion is formed on the side surface of the cylindrical body, and a rib (flange) is attached to the upper end. As the device 3, the same device or a plurality of similar devices are installed. In FIG. 6, floor upright reinforcements 5 stand up on the sacrificial concrete 4, and horizontal floor reinforcements 6 and vertical floor reinforcements 7 are arranged at regular intervals in a grid pattern. The helical pipe 2 is installed in the space closest to the foundation installation position of the equipment 3, the reinforcing bars 8 are boiled and welded 9 to the side of the helical pipe 2, and the reinforcing bars 8 and floor transverse bars 6 are welded together.
And the contact point with the floor vertical reinforcement 7 is also boiled and welded 9. As shown in FIG. 7, depending on the installation position of the equipment foundation, the spiral pipe 2 may be welded directly to the horizontal floor reinforcements 6 or vertical floor reinforcements 7, or may be welded directly to the floor horizontal reinforcements 6 or vertical floor reinforcements 7 using a plurality of reinforcing reinforcements 8. It may be installed in a space where the lines 7 intersect in a grid pattern.

つぎに第8図を参照して、機器3を床1上に据付けるま
での手順について説明する。
Next, with reference to FIG. 8, the procedure up to installing the equipment 3 on the floor 1 will be explained.

捨てコンクリート4打設前に床室上げ筋5を定間隔に配
筋し、捨てコンクリート4を打設後、必要な強度が得ら
れたならば、機器3の据付は位置を概略芯出したのち、
螺旋管2の配設位置を避けて床横筋6及び床縦筋7を床
室上げ筋5を利用し多段かつ格子状の定間隔に配筋する
Before placing the sacrificial concrete 4, the floor chamber raising reinforcements 5 are arranged at regular intervals, and after the sacrificial concrete 4 is placed and the required strength is obtained, the equipment 3 is installed after roughly centering the position. ,
Avoiding the arrangement position of the spiral pipe 2, the horizontal floor reinforcements 6 and the vertical floor reinforcements 7 are arranged in multiple stages at regular intervals in a lattice shape using the floor room raising reinforcements 5.

次に、多数の螺旋管2を予め捨てコンクリート4上に芯
出しした機器据付は位置に仮置する。尚、捨てコンクリ
ート4上は平坦でないため、表面のはつり等を行なって
高さと水平の精度を得る必要がある。仮置した螺旋管2
の側面に補強筋8を煮付溶接9した後、据付は位置とレ
ベルを確保しながら補強筋8と床横筋6および床縦筋7
との接点も煮付溶接9し、設置が完了する。この作業を
螺旋管2単品毎に必要数(機器の台数X基礎数)繰返し
て行う。その後、捨てコンクリート4に型枠18を設置
し、コンクリートを打設して必要な強度が得られたなら
ば型枠18を外して設置床上は完成する。
Next, a large number of helical tubes 2 are discarded in advance and the equipment is temporarily placed at a position centered on the concrete 4. Incidentally, since the top of the concrete concrete 4 is not flat, it is necessary to chisel the surface or the like to obtain the height and horizontal accuracy. Temporarily placed spiral tube 2
After boiling and welding 9 the reinforcing bars 8 to the sides of the frame, install the reinforcing bars 8, floor horizontal bars 6 and floor vertical bars 7 while ensuring the position and level.
The contact points are also boiled and welded 9 to complete the installation. This operation is repeated as many times as necessary (number of devices x basic number) for each spiral tube 2. Thereafter, a formwork 18 is installed on the waste concrete 4, and when concrete is poured and the required strength is obtained, the formwork 18 is removed and the installation floor is completed.

床1が完成した後、パッカプレー1〜10を利用し機器
3の据付は位置となるボルト穴13の位置にアンカーボ
ルト11を螺旋管2に立込んで各々の位置を調整後、モ
ルタル12を螺旋管2内に注入し養生する。必要な強度
が得られたならば、機器3のボルト穴13にアンカーボ
ルト11の先端を貫通させ、締付はナツト14で機器3
のレベルを微調整しながら締付けを行い機器3の据付け
は完了する。
After the floor 1 is completed, the equipment 3 is installed using the packer plays 1 to 10 by inserting the anchor bolts 11 into the helical tube 2 at the bolt holes 13, adjusting each position, and then spiraling the mortar 12. Inject into tube 2 and cure. Once the required strength is obtained, pass the tip of the anchor bolt 11 through the bolt hole 13 of the device 3, and tighten with the nut 14.
The installation of equipment 3 is completed by tightening while finely adjusting the level.

(発明が解決しようとする課題) 従来の機器のボルト穴等に用いられる螺旋管3− 2を用いた機器3の据付は方法は2次に述べる課題があ
る。即ち、この様な方法では、床配筋完了後に螺旋管2
の単品毎の設置を行うため機器3が多数の場合には、作
業期間が長期化し、作業工数が増大する。また、捨てコ
ンクリート4の表面のはつり作業などを行い、螺旋管2
の据付レベル確っているため、床1のコンクリート打設
時期が非常に遅くなり、建設工事上のクリチカルとなる
課題がある。螺旋管2は単品据付けであるため、床のコ
ンクリート打設時の浮力や振動の影響で位置く発生する
ために、アンカーボルトの立設位置にばらつきが生じる
。したがって、アンカーボルト】lの立設位置が極端に
偏った場合はアンカーボルト11の引抜き強度が低下し
信頼性を損う事になる″!F神々の課題がある。
(Problems to be Solved by the Invention) The installation method of the device 3 using the spiral tube 3-2 used for the bolt holes of conventional devices has the following problems. In other words, in such a method, the spiral pipe 2 is
If a large number of devices 3 are installed, the work period becomes long and the number of work steps increases. In addition, we carried out work such as chipping the surface of the waste concrete 4, and
Since the installation level of the floor 1 is certain, the timing of concrete pouring for floor 1 will be extremely delayed, which will be a critical issue in the construction work. Since the spiral pipe 2 is installed as a single item, the anchor bolts are installed at different positions due to the influence of buoyancy and vibration when concrete is poured into the floor. Therefore, if the standing position of the anchor bolt 11 is extremely biased, the pull-out strength of the anchor bolt 11 will be reduced and the reliability will be impaired.

本発明は上記課題を解決するためになされたも4− ので、螺旋管の据付作業の匍酩化、レベル調整の簡略化
、工期短縮および工数低減、位置ずれ防止等により信頼
性の向上をはかることができる機器の据付は方法を提供
することにある。
The present invention has been made to solve the above-mentioned problems.4- Therefore, the present invention aims to improve reliability by simplifying the installation work of the spiral pipe, simplifying level adjustment, shortening the construction period and man-hours, and preventing misalignment. The purpose of the installation of equipment that can be provided is to provide a method.

〔発明の構成〕[Structure of the invention]

(課題を解決するための手段) 本発明は床に据付けられる機器の基礎盤に見合った大き
さの枠組体を形成する第Iの工程、この第1の工程の枠
組体に前記機器の基礎盤にあらかじめ設けられたボルト
孔と合致する位置に雌ねじ孔を形成し、この雌ねじ孔に
螺旋管をねじ込んで螺旋管組立構体を形成する第2の工
程、この第2の工程の螺旋管組立構体を前記床の一部を
構成する捨てコンクリート上に設置して位置決めしたの
ち、前記捨てコンクリートに立設した床背筋に仮止めし
、コンクリ−1へを打設して前記螺旋管組立構体をコン
クリートで固定する第3の工程、この第3の工程で固定
した螺旋管内にアンカーボルトを挿入してモルタルで固
定する第4の工程、この第4の工程で固定したアンカー
ボルトに前記機器のボルト孔を挿入したのち該アンカー
ボルトにナツトをねじ込んで前記機器を固定する第5の
工程とからなることを特徴とする。
(Means for Solving the Problems) The present invention provides a first step of forming a framework body of a size commensurate with the foundation board of equipment to be installed on the floor; A second step of forming a helical tube assembly structure by forming a female threaded hole at a position that matches a bolt hole previously provided in the hole and screwing a spiral tube into this female threaded hole, and forming a helical tube assembly structure of this second step. After it is installed and positioned on the concrete that forms part of the floor, it is temporarily fixed to the floor spine erected on the concrete, and poured into concrete 1 to form the helical tube assembly structure in concrete. A third step of fixing, a fourth step of inserting an anchor bolt into the spiral tube fixed in this third step and fixing it with mortar, and inserting a bolt hole of the device into the anchor bolt fixed in this fourth step. The device is characterized by comprising a fifth step of fixing the device by screwing a nut into the anchor bolt after insertion.

(作用) 枠組体の雌ねじ孔には螺旋管がねじ込まれて立設される
。スタッドボルトは機器設定の高さ方向のレベル調整を
行い、中心点マークとけかき線は機器の設定位置合わせ
を行う。螺旋管組立構体は捨てコンクリート上に設置さ
れ、螺旋管上に機器の基礎盤が載置される。螺旋管内に
挿入されたアンカーボルトはそのねじ部が機器の基礎盤
に予め設けられたボルト孔を通してナツトで緩く締めら
れ仮止めされる。この際、スタッドボルトでレベル調整
し、中心点マークとけかき線とで位置合せが行われる。
(Function) A helical tube is screwed into the female threaded hole of the framework and installed upright. The stud bolts adjust the level of equipment settings in the height direction, and the center point mark and scratch line align the equipment settings. The spiral tube assembly structure is installed on concrete, and the foundation board of the equipment is placed on top of the spiral tube. The threaded portion of the anchor bolt inserted into the helical tube passes through a bolt hole previously provided in the base plate of the device and is loosely tightened with a nut to temporarily secure it. At this time, the level is adjusted using stud bolts, and alignment is performed using the center point mark and the cut line.

螺旋管内にモルタルが注入されアンカーボルトはモルタ
ルで固定される。螺旋管の側面は床背筋に黒付は溶接で
仮止めされる。型枠が組立てられコンクリートで打設さ
れ、床背筋と螺旋管とは固定される。コンクリートが硬
化したら型枠は取外され、アンカーボルトに緩く締めら
れたナツトを締め付けることによって機器は床に据付け
られる。
Mortar is injected into the spiral tube and the anchor bolt is fixed with mortar. The sides of the spiral tube are temporarily welded to the floor spine. The formwork is assembled and concrete is poured, and the floor spine and spiral pipe are fixed. Once the concrete has hardened, the formwork is removed and the equipment is installed on the floor by tightening loosely tightened nuts on the anchor bolts.

(実施例) 第1図から第4図を参照しながら本発明に係る機器の据
付は方法の一実施例を説明する。
(Embodiment) An embodiment of the method for installing equipment according to the present invention will be described with reference to FIGS. 1 to 4.

第1図においては型鋼などのアングル材15で床1に据
付ける機器3の基礎盤の寸法に合わせて枠組体17を形
成した第1の工程を示している。すなわち、アングル材
15を機器3の基礎寸法に合わせて切断し、端面を組合
せて溶接して枠組体17を形成したのち、機器3の据付
は位置、スタッドボルト16の取付は位置およびアング
ル材15の傾き、螺旋管2の取付は面、水平高さなどを
検査して確認する。アングル材15の底部に水平位置決
め用のスタッドボルト16を取付ける。また、アングル
材15の表面には機器3の中心点を確認するためにポン
チで中心点マークCを印して、けがき線りが横と縦方向
にけがかれている。さらに、アングル材15の四隅には
貫通孔20が設けられており、枠組体17の隅部を第2
図に拡大して示したように貫通孔207 には螺旋ねじが刻設されて雌ねじ孔I9が形成されてい
る。この雌ねじ孔19は螺旋管2の取り付は用としであ
るもので雌ねじ孔19はのねじ螺旋管2の外側面に螺旋
状突条を雄ねじとしてねじ込むに足りるピッチ間隔を有
している。
FIG. 1 shows a first step in which a framework 17 is formed using angle members 15 such as shaped steel to match the dimensions of the foundation board of the equipment 3 to be installed on the floor 1. That is, after cutting the angle material 15 to match the basic dimensions of the device 3, and combining and welding the end faces to form the framework 17, the device 3 is installed at the position, and the stud bolts 16 are installed at the position and the angle material 15. The inclination of the spiral tube 2, the installation of the spiral tube 2 is confirmed by inspecting the surface, horizontal height, etc. A stud bolt 16 for horizontal positioning is attached to the bottom of the angle member 15. Further, in order to confirm the center point of the device 3, a center point mark C is marked on the surface of the angle member 15 with a punch, and marking lines are drawn in the horizontal and vertical directions. Further, through holes 20 are provided at the four corners of the angle member 15, and the corners of the frame body 17 are
As shown in the enlarged view, the through hole 207 is threaded with a spiral thread to form a female threaded hole I9. This female threaded hole 19 is used for mounting the spiral tube 2, and has a pitch interval sufficient for screwing a spiral protrusion into the outer surface of the threaded spiral tube 2 as a male thread.

第3図に示したように枠組体17の四隅に設けられた雌
ねじ孔19に螺旋管2をねじ込んで螺旋管組立構体21
を形成する。螺旋管2の底面には床1のコンクリートお
よびモルタル12の注入時の空気抜きと注入用としてモ
ルタル注入用孔22が設けられている。
As shown in FIG. 3, the helical tube 2 is screwed into the female screw holes 19 provided at the four corners of the framework 17 to form the helical tube assembly structure 21.
form. A mortar injection hole 22 is provided at the bottom of the spiral tube 2 for venting air and for pouring concrete and mortar 12 for the floor 1.

螺旋管組立構体21を形成するまでの手順を第2工程と
称する。
The procedure up to forming the spiral tube assembly structure 21 is referred to as a second step.

この第2の工程で形成した螺旋管組立構体21を第4図
に示したように床1の一部を構成する捨てコンクリート
4上に設置して位置決めしたのち、前記捨てコンクリー
ト4に立設した配筋に仮止めし、コンクリートを打設し
て螺旋管組立構体21をコンクリ−1へで固定する。こ
の螺旋管組立構体21をコンクリートで固定するまでの
手順を第3の工8− 程と称する。
As shown in FIG. 4, the spiral tube assembly structure 21 formed in this second step was installed and positioned on the sacrificial concrete 4 constituting a part of the floor 1, and then the sacrificial concrete 4 was erected. The helical tube assembly structure 21 is fixed to the concrete 1 by temporarily fixing it to the reinforcement and pouring concrete. The procedure up to fixing this spiral tube assembly structure 21 with concrete is called the third process 8-.

なお、第3の工程においてはあらかじめ捨てコンクリー
ト4の打設前に床立上げ筋5を定間隔に配筋し、必要な
強度が得られたならば機器3の据付は位置を正確に芯出
しして捨てコンクリート4上にマーク等を印しておく。
In addition, in the third step, floor standing reinforcements 5 are placed at regular intervals before pouring the concrete 4, and once the required strength is obtained, the installation of the equipment 3 is done by accurately centering the position. and mark marks etc. on the discarded concrete 4.

その後、螺旋管組立構体21をあらかじめ捨てコンクリ
ート4上に芯出しした位置に仮置し、枠組体17の表面
のけかき線りが芯出しした位置と正確に合うように調整
する。さらにスタッドポル1〜16によって水平方向の
位置決めを行い、螺旋管2を手動で回転させて必要なレ
ベルまで調整したのち枠組立17に螺旋管2を煮付溶接
する。その後、近傍の床立上げ筋5と螺旋管組立構体2
1を床配筋作業時にずれないようにばん線24で固縛す
る。この作業を機器3の台数分行う。
Thereafter, the spiral tube assembly structure 21 is temporarily placed on the concrete 4 at a centered position, and adjusted so that the edge line on the surface of the framework body 17 exactly matches the centered position. Furthermore, horizontal positioning is performed using stud poles 1 to 16, and after manually rotating the spiral tube 2 and adjusting it to a required level, the spiral tube 2 is boiled and welded to the frame assembly 17. After that, the nearby floor raising bars 5 and the spiral tube assembly structure 2
1 is secured with tie wires 24 so that it does not shift during floor reinforcement work. This work is performed for the number of devices 3.

つぎに床立上げ筋5を利用してI41.旋管組立構体2
1と螺旋管3に干渉しないように床横筋6および床縦筋
7を多段かつ格子状に定間隔に配筋する。
Next, use the floor raising muscle 5 to move I41. Whirlpool assembly structure 2
The horizontal floor reinforcements 6 and the vertical floor reinforcements 7 are arranged in multiple stages at regular intervals in a lattice shape so as not to interfere with the spiral pipe 1 and the spiral pipe 3.

これは螺旋管2と接するように配筋を行い点付溶る作業
を行い、床1のコンクリートを打設して必要な強度が得
られたならば、型枠18を取外して床1が完成する。こ
れによって螺旋管組立構体21と螺旋管2は直付溶接9
およびスタッドボルト16とともに床1に強固に固定さ
れる。その後は第4の工程に移る。
This is done by placing reinforcement so that it contacts the spiral pipe 2 and melting it in spots, and once the concrete for floor 1 is poured and the necessary strength is obtained, the formwork 18 is removed and floor 1 is completed. do. As a result, the spiral tube assembly structure 21 and the spiral tube 2 are directly welded 9
and the stud bolts 16 are firmly fixed to the floor 1. After that, move on to the fourth step.

第4の工程では螺旋管2内にパッカープレート10を挿
入して、これにより機器据付のボルト穴13の位置にア
ンカーボルト11を立設して各々の位置を調整後、モル
タル12を螺旋管2内に注入し養生する。この場合、モ
ルタル注入孔22から捨てコンクリート4へもモルタル
12が注入されるため空間はなくなる。つぎに第5の工
程において、モルタル12が硬化して必要な強度が得ら
れたならばアンカーボルト11の先端に機器3のボルト
穴13を貫通させ、機器3のレベルを調整しながら締付
はナツト14で締付けを行い機器3を床1に固定して据
付けを完了する。
In the fourth step, the packer plate 10 is inserted into the helical tube 2, and the anchor bolts 11 are erected at the positions of the bolt holes 13 for installing the equipment. After adjusting each position, mortar 12 is inserted into the helical tube 2. Inject it inside and cure it. In this case, since the mortar 12 is also injected into the sacrificial concrete 4 from the mortar injection hole 22, no space is left. Next, in the fifth step, once the mortar 12 has hardened and the necessary strength has been obtained, the tip of the anchor bolt 11 is passed through the bolt hole 13 of the device 3, and tightening is performed while adjusting the level of the device 3. The nuts 14 are tightened to fix the equipment 3 to the floor 1, completing the installation.

この実施例によれば機器3を床1に据付ける以前に工場
で枠組体17に雌ねじ孔19を形威し、その雌ねじ孔1
9に螺旋管2をねじ込んで螺旋管組立構体21として床
配筋前に据付けることによって作業が簡略化され、工数
も低減する。
According to this embodiment, before the equipment 3 is installed on the floor 1, the female threaded hole 19 is formed in the frame body 17 at the factory, and the female threaded hole 1
By screwing the helical tube 2 into the helical tube 9 and installing it as the helical tube assembly structure 21 before floor reinforcement, the work is simplified and the number of man-hours is reduced.

また、スタッドボルト16によってレベル調整ができる
ため捨てコンクリート4のはつり作業が解消でき、簡単
にレベル調整を図ることができる。
Further, since the level can be adjusted using the stud bolts 16, the work of chiseling the waste concrete 4 can be eliminated, and the level can be easily adjusted.

さらに、位置づれが減少し、万一位置づれが発生した場
合でも機器3単位での規則性があり、アンカーボルト1
1が全て同一条件と状態で設置でき信頼性を向上させる
ことができる。
Furthermore, misalignment is reduced, and even if misalignment occurs, there is regularity in units of three devices, and one anchor bolt
1 can be installed under the same conditions and conditions, improving reliability.

〔発明の効果〕〔Effect of the invention〕

本発明によれば螺旋管の据付作業の簡略化、レベル調整
の簡略化、工期短縮および工数低減、位置づれ防止等に
よって信頼性の向上をはかることができる。
According to the present invention, reliability can be improved by simplifying the installation work of the spiral pipe, simplifying the level adjustment, shortening the construction period and man-hours, and preventing positional shift.

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

第1図から第4図は本発明に係る機器の据付は方法の一
実施例を説明するためのもので、第1図は枠組体を示す
斜視図、第2図は第1図におけ11− る“A”部を拡大して示す斜視図、第3図は螺旋管組立
構体を示す斜視図、第4図は螺旋管組立構体に機器を仮
置して螺旋管内にモルタルを注入した状態を一部側面で
示す縦断面図、第5図から第8図は従来例を説明するた
めのもので、第5図は床に機器を配置した一例を示す平
面図、第6図は鉄筋に螺旋管を仮止めした状態を示す斜
視図、第7図は同じく上面図、第8図は螺旋管上に機器
を仮置して螺旋管内にモルタルを注入した状態を一部側
面で示す縦断面図である。 1・・・床、       2・・・螺旋管、3・・・
機器、       4・・・捨てコンクリート、5・
・・床室上げ筋、   6・・・床横筋、7・・・床組
筋、     8・・・補強筋、9.23・・・直付溶
接、  10・・・バラカプレート。 11・・・アンカーボルト、 12・・・モルタル、1
3・・・ボルト穴、    14・・・締め付はナツト
、15・・・アングル材、16・・・スタッドボルト、
17・・・枠組体、     18・・・型枠、19・
・・雌ねじ孔、20・・・貫通孔、12− 21・・・螺旋管組立構体、 22・・・モルタル注入用孔。
1 to 4 are for explaining one embodiment of the method for installing equipment according to the present invention, FIG. 1 is a perspective view showing a framework, and FIG. - Figure 3 is a perspective view showing the helical tube assembly structure; Figure 4 is a state in which equipment is temporarily placed in the helical tube assembly structure and mortar is injected into the spiral tube. Figures 5 to 8 are for explaining the conventional example, Figure 5 is a plan view showing an example of equipment arranged on the floor, and Figure 6 is a vertical cross-sectional view showing a partial side view of the A perspective view showing a state in which the spiral tube is temporarily fixed, FIG. 7 is a top view as well, and FIG. 8 is a longitudinal cross-section partially showing a side view of a state in which equipment is temporarily placed on the spiral tube and mortar is injected into the spiral tube. It is a diagram. 1...floor, 2...spiral tube, 3...
Equipment, 4... Discarded concrete, 5.
... Floor room raising reinforcement, 6... Floor horizontal reinforcement, 7... Floor assembly reinforcement, 8... Reinforcement bar, 9.23... Direct welding, 10... Baraka plate. 11... Anchor bolt, 12... Mortar, 1
3... Bolt hole, 14... Tighten with nut, 15... Angle material, 16... Stud bolt,
17...Framework, 18...Formwork, 19.
...Female screw hole, 20...Through hole, 12-21...Spiral tube assembly structure, 22...Mortar injection hole.

Claims (1)

【特許請求の範囲】[Claims] 床に据付けられる機器の基礎盤に見合った大きさの枠組
体を形成する第1の工程、この第1の工程の枠組体に前
記機器の基礎盤にあらかじめ設けられたボルト孔と合致
する位置に雌ねじ孔を形成し、この雌ねじ孔に螺旋管を
ねじ込んで螺旋管組立構体を形成する第2の工程、この
第2の工程の螺旋管組立構体を前記床の一部を構成する
捨てコンクリート上に設置して位置決めしたのち、前記
捨てコンクリートに立設した床配筋に仮止めし、コンク
リートを打設して前記螺旋管組立構体をコンクリートで
固定する第3の工程、この第3の工程で固定した螺旋管
内にアンカーボルトを挿入してモルタルで固定する第4
の工程、この第4の工程で固定したアンカーボルトに前
記機器のボルト孔を挿入したのち該アンカーボルトにナ
ットをねじ込んで前記機器を固定する第5の工程とから
なることを特徴とする機器の据付け方法。
A first step of forming a framework body of a size commensurate with the foundation board of the equipment to be installed on the floor, and placing the framework body in this first step in a position that matches the bolt holes previously provided in the foundation board of the equipment. A second step of forming a female threaded hole and screwing a spiral tube into the female threaded hole to form a spiral tube assembly structure, and placing the spiral tube assembly structure of this second step on the concrete that constitutes a part of the floor. After installation and positioning, a third step is to temporarily fix the sacrificial concrete to the erected floor reinforcements, pour concrete, and fix the spiral pipe assembly structure with concrete, and fix it in this third step. The fourth step is to insert an anchor bolt into the spiral pipe and fix it with mortar.
and a fifth step of inserting the bolt hole of the device into the anchor bolt fixed in the fourth step, and then screwing a nut into the anchor bolt to fix the device. Installation method.
JP5982790A 1990-03-13 1990-03-13 Method of installing equipment Pending JPH03265800A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5982790A JPH03265800A (en) 1990-03-13 1990-03-13 Method of installing equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5982790A JPH03265800A (en) 1990-03-13 1990-03-13 Method of installing equipment

Publications (1)

Publication Number Publication Date
JPH03265800A true JPH03265800A (en) 1991-11-26

Family

ID=13124451

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5982790A Pending JPH03265800A (en) 1990-03-13 1990-03-13 Method of installing equipment

Country Status (1)

Country Link
JP (1) JPH03265800A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004060369A (en) * 2002-07-31 2004-02-26 Sanken Home:Kk Fastening method of column and continuous footing in wooden building
JP2012072648A (en) * 2010-09-01 2012-04-12 Marutaka Kogyo Inc Installed foundation construction method
CN103669389A (en) * 2012-09-26 2014-03-26 上海宝冶集团有限公司 Corrugated pipe fixing method for positioning foundation bolt
CN104120734A (en) * 2014-07-31 2014-10-29 国家电网公司 Temporary foundation for transformer

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004060369A (en) * 2002-07-31 2004-02-26 Sanken Home:Kk Fastening method of column and continuous footing in wooden building
JP2012072648A (en) * 2010-09-01 2012-04-12 Marutaka Kogyo Inc Installed foundation construction method
CN103669389A (en) * 2012-09-26 2014-03-26 上海宝冶集团有限公司 Corrugated pipe fixing method for positioning foundation bolt
CN104120734A (en) * 2014-07-31 2014-10-29 国家电网公司 Temporary foundation for transformer
CN104120734B (en) * 2014-07-31 2016-03-02 国家电网公司 Transformer temporary base

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