JPH04269216A - Installation engineering method of buried metallic material for installing equipment - Google Patents

Installation engineering method of buried metallic material for installing equipment

Info

Publication number
JPH04269216A
JPH04269216A JP4872991A JP4872991A JPH04269216A JP H04269216 A JPH04269216 A JP H04269216A JP 4872991 A JP4872991 A JP 4872991A JP 4872991 A JP4872991 A JP 4872991A JP H04269216 A JPH04269216 A JP H04269216A
Authority
JP
Japan
Prior art keywords
works
buried
installation
prefabricated
metallic material
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Withdrawn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
JP4872991A
Other languages
Japanese (ja)
Inventor
Hiroshi Enomoto
博 榎本
Hideo Kuroyama
黒山 英男
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP4872991A priority Critical patent/JPH04269216A/en
Publication of JPH04269216A publication Critical patent/JPH04269216A/en
Withdrawn legal-status Critical Current

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Abstract

PURPOSE:To provide an installation engineering method of buried metallic material buried in an installation frame of a turbine and generator in a thermal atomic power plant or the like, which can reduce the works time by performing works of setting buried metallic materials concurrently and separately from formwork works and reinforcement arrangement works and improve working conditions and accomplish labor saving by making assembling works on the ground in a safe place. CONSTITUTION:Buried metallic materials for installing equipment such as a foundation bolt 2, an embedded plate 3, an oil pipe sleeve 4, an anchor block 5 and the like are temporarily set and installed in a beam brace prefabrication 1 which is assembled in a complete prefabrication like a box in an on-ground installation yard outside in a power plant. Subsequently, the beam brake prefabrication 1 is carried to a normal installation place from the off premise yard by a large crane, and installed on a beam side framework prepared by advance works separately. The metallic material are regularly set using a map template.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明はタービン・発電機などの
据付架台に埋設される埋設金物類の据付工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for installing buried metal fittings to be buried in installation frames for turbines, generators, etc.

【0002】0002

【従来の技術】火力・原子力発電プラントのタービン・
発電機据付架台(以下T/G架台と呼ぶ)には、基礎ボ
ルトを始めとし、埋め込み板、電線管、油管スリーブ及
びアンカーブロックなど多種類の埋設金物類が数多く敷
設される。従来これらの機器据付用埋設金物類の据付は
T/G架台廻りの支保工・足場工事を終え、T/G架台
の型枠工事及び配筋工事を完了した後、テンプレート(
型板枠)を用いて基礎ボルトを始めとする埋設金物類の
設定工事を行い最後にコンクリートの打ち込みを行って
T/G架台工事を完了している。
[Prior art] Turbines and nuclear power plants in thermal and nuclear power plants
On the generator installation frame (hereinafter referred to as T/G frame), a large number of various kinds of buried hardware such as foundation bolts, embedded plates, electric conduit pipes, oil pipe sleeves, and anchor blocks are installed. Conventionally, the installation of buried hardware for installing these devices was done using a template (
The construction of the foundation bolts and other buried hardware was carried out using a template (framework), and finally concrete was poured to complete the T/G mount construction.

【0003】このように、T/G架台工事は各工事がシ
リーズに行なわれるため、前工程の工事が完了しないと
次の工事に移行できないのが現状の工法である。
[0003] As described above, each T/G frame work is carried out in series, so the current construction method is that it is not possible to move on to the next work until the previous work is completed.

【0004】0004

【発明が解決しようとする課題】ところで前述のような
従来の埋設金物設定工事には、次のような欠点がある。 (1)工程順にシリーズに工事が行なわれるので前工程
の工事遅れなどが後工程に皺寄せされ後工事が逼迫する
。更に工程の順を追って工事を進捗させる工法では、工
程の短縮は余程なことがない限り望み得ない。 (2)埋設金物類の設定工事は作業条件の悪い高所作業
であること及び梁筋を貫通して取付けられる埋設金物(
油管スリーブ等)がある場合などには、梁筋の上面と下
面で設定を行う上下作業を伴いより作業条件は悪くなる
However, the conventional buried hardware setting work as described above has the following drawbacks. (1) Since the construction work is carried out in series in the order of the steps, delays in work in the previous steps are reflected in the subsequent steps, making the subsequent construction difficult. Furthermore, with the method of progressing construction by following the steps in the process, shortening the process cannot be expected unless there is a significant need. (2) Installation work for buried hardware must be done at heights with poor working conditions, and buried hardware that is installed through beam reinforcements (
If there is an oil pipe sleeve, etc.), the working conditions will be even worse as it will involve up and down work to set the upper and lower surfaces of the beam reinforcement.

【0005】本発明は埋設金物設定工事を型枠工事、配
筋工事とは別に並行して単独で行うことにより従来の前
記各欠点を解消した新たな機器据付用埋設金物の据付工
法を提供することを目的としている。
[0005] The present invention provides a new method for installing buried hardware for equipment installation, which eliminates the above-mentioned conventional drawbacks by performing buried hardware setting work independently and in parallel with formwork work and reinforcement work. The purpose is to

【0006】[0006]

【課題を解決するための手段】このため本発明の機器据
付用埋設金物の据付工法は、予め構外地組ヤードにおい
て梁筋をボックス状に完全プレハブ又はセミプレハブに
組立て、そのボックス状の梁筋に基礎ボルト、埋め込み
板、電線管、油管スリーブおよびアンカーブロックなど
の埋設金物類を事前に仮設定して取付ける。この梁筋プ
レハブに仮設された埋設金物類はL形鋼、コ形鋼などの
仮設材を用いて拘止した後、所定の正規据付場所に一括
搬入し据え付けを行った後、仮設定の埋設金物類を本設
定し取付けたことを特徴としている。
[Means for Solving the Problems] Therefore, the method for installing buried hardware for equipment installation of the present invention is to assemble the beam reinforcements in a box-like completely prefabricated or semi-prefabricated box shape in advance in an off-site construction yard, and then use the box-shaped beam reinforcements Embedded hardware such as foundation bolts, embedded plates, electrical conduit pipes, oil pipe sleeves, and anchor blocks are temporarily set and installed in advance. The buried hardware temporarily installed on this prefabricated beam reinforcement is restrained using temporary materials such as L-shaped steel and U-shaped steel, and then transported all at once to the designated official installation site and installed. It is characterized by the fact that the hardware is properly set and installed.

【0007】[0007]

【作用】上述の本発明の据付工法によれば、機器据付用
の埋設金物類を仮設定し一体とした梁筋プレハブを構成
したことにより埋設金物設定工事が型枠工事、配筋工事
とは別に並行して単独で行うことができる。しかもその
組立作業は条件の良い地組作業となる。
[Operation] According to the above-mentioned installation method of the present invention, the buried hardware for equipment installation is temporarily set and the integrated beam prefabricated is constructed, so that the buried hardware setting work is different from formwork work and reinforcement work. It can be done separately and in parallel. Moreover, the assembly work is ground assembly work under favorable conditions.

【0008】この埋設金物類を仮設定して取付け一体化
された梁筋プレハブを大型揚重機により所定の据付場所
に一括搬入する。梁筋プレハブに仮設定された埋設金物
類をL型鋼、コ形鋼の仮設材で拘止したのは、搬入時の
安全性考慮してのことである。
[0008] The beam reinforcement prefabricated with the buried metal fittings temporarily set and integrated is carried all at once to a predetermined installation location using a large lifting machine. The buried hardware temporarily installed on the prefabricated beam reinforcements was secured with temporary L-shaped steel and U-shaped steel to ensure safety during delivery.

【0009】搬入後梁筋プレハブは正規の位置に据え付
けられた後、仮設定の埋設金物類はテンプレートを用い
て本設定されて取付けられる。
[0009] After the prefabricated beams are carried in, they are installed in their proper positions, and then the temporarily set buried hardware is permanently set and installed using a template.

【0010】0010

【実施例】以下図面により本発明の一実施例方法につい
て説明する。図1は梁筋プレハブの斜視図、図2は梁筋
プレハブの設置状態を示す斜視図、図3は梁筋プレハブ
の油管スリーブ取付図を示す。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A method according to an embodiment of the present invention will be explained below with reference to the drawings. FIG. 1 is a perspective view of a beam prefab, FIG. 2 is a perspective view showing the installed state of the beam prefab, and FIG. 3 is a diagram showing an oil pipe sleeve attached to the beam prefab.

【0011】図1において、型枠工事や配筋工事とは別
作業として構外地組ヤードでボックス状に完全プレハブ
に組立てられた梁筋プレハブ1に基礎ボルト2、埋め込
み板3、油管スリーブ4、アンカーブロック5などの埋
設金物類を仮設定して取付ける。
In FIG. 1, foundation bolts 2, embedded plates 3, oil pipe sleeves 4, Temporarily set and install buried hardware such as anchor block 5.

【0012】次ぎに構外地組ヤードから大型揚重機で正
規の据付場所に運搬された梁筋プレハブは図2に示す梁
側型枠6上に設置された後図示されていないテンプレー
トを用いて埋設金物類の本設定が行われる。
Next, the beam prefabricated beams were transported from the off-site construction yard to the official installation site using a large lifting machine, and after being installed on the beam side formwork 6 shown in FIG. 2, they were buried using a template (not shown). The final settings for hardware are made.

【0013】図3は梁筋プレハブ1に仮設定して取付け
られた油管スリーブ4がL形鋼7、コ形鋼8などの仮設
材に拘止された状態を示す図で搬入時の安全のために取
付けられている。
FIG. 3 shows a state in which the oil pipe sleeve 4 temporarily set and attached to the prefabricated beam reinforcement 1 is restrained by temporary materials such as L-shaped steel 7 and U-shaped steel 8. installed for.

【0014】[0014]

【発明の効果】以上述べたように本発明の機器据付用埋
設金物の据付工法によれば次に示す効果が得られる。 (1)型枠工事、配筋工事などの先行工事とは別に並行
して単独に埋設金物設定工事が施工でき、然も条件の良
い地組作業で組立てできるので作業能率も極めて向上し
G/T架台工事の工期短縮が図れる。 (2)埋設金物設定工事が地上作業となり従来のような
高所作業に伴う危険が解消される。また同時に梁筋の上
面と下面で設定を行う上下作業が無くなり作業条件が改
善される。 (3)梁筋プレハブと一体して搬入出来るので現場作業
が省力化される。
[Effects of the Invention] As described above, according to the method of installing buried hardware for equipment installation of the present invention, the following effects can be obtained. (1) Separately and concurrently with the preliminary work such as form work and reinforcement work, the installation work for buried hardware can be carried out independently, and assembly can be carried out during ground assembly work under favorable conditions, which greatly improves work efficiency. The construction period for T-frame construction can be shortened. (2) The underground hardware setting work is done above ground, eliminating the dangers associated with conventional work at heights. At the same time, the work conditions are improved because there is no need to perform vertical work to set the upper and lower surfaces of the beam bars. (3) Since it can be delivered together with the prefabricated beam reinforcement, on-site work is labor-saving.

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

【図1】本発明の1実施例に係る梁筋プレハブの斜視図
である。
FIG. 1 is a perspective view of a beam prefab according to an embodiment of the present invention.

【図2】同梁筋プレハブを梁側型枠に設置した状態を示
す斜視図である。
FIG. 2 is a perspective view showing the beam reinforcement prefabricated in a beam-side formwork.

【図3】同梁筋プレハブの油管スリーブ取付け状態を示
す斜視図である。
FIG. 3 is a perspective view showing a state in which an oil pipe sleeve is attached to the prefabricated beam reinforcement.

【符号の説明】[Explanation of symbols]

1    梁筋プレハブ 2    基礎ボルト 3    埋め込み板 4    油管スリーブ 5    アンカーブロック 6    梁側型枠 7    L形鋼 8    コ形鋼 1 Beam reinforcement prefab 2 Foundation bolts 3 Embedded board 4 Oil pipe sleeve 5 Anchor block 6 Beam side formwork 7 L-shaped steel 8    U-shaped steel

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】  予め構外地組ヤードで梁筋をボックス
状に完全プレハブ又はセミプレハブに組立て、そのボッ
クス状の梁筋プレハブに基礎ボルト、埋め込み板電線管
、油管スリーブ、アンカーブロックなどの埋設金物類を
事前に仮設定して取付けてL形鋼、コ形鋼などの仮設材
で梁筋プレハブに拘止し、正規据付場所に搬入、据え付
けを行った後埋設金物類を本設定し取付けることを特徴
とする機器据付用埋設金物の据付工法。
[Claim 1] Beam reinforcements are assembled in advance into a box-shaped completely prefabricated or semi-prefabricated box shape at an off-site construction yard, and buried hardware such as foundation bolts, embedded board electrical conduit pipes, oil pipe sleeves, anchor blocks, etc. are placed in the box-shaped prefabricated beam reinforcements. After temporarily setting and installing the items in advance and securing them to the prefabricated beam reinforcements using temporary materials such as L-beams and U-beams, carry them to the official installation site and install them, the buried hardware will be permanently set and installed. An installation method for buried hardware for equipment installation, characterized by:
JP4872991A 1991-02-22 1991-02-22 Installation engineering method of buried metallic material for installing equipment Withdrawn JPH04269216A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4872991A JPH04269216A (en) 1991-02-22 1991-02-22 Installation engineering method of buried metallic material for installing equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4872991A JPH04269216A (en) 1991-02-22 1991-02-22 Installation engineering method of buried metallic material for installing equipment

Publications (1)

Publication Number Publication Date
JPH04269216A true JPH04269216A (en) 1992-09-25

Family

ID=12811382

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4872991A Withdrawn JPH04269216A (en) 1991-02-22 1991-02-22 Installation engineering method of buried metallic material for installing equipment

Country Status (1)

Country Link
JP (1) JPH04269216A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8789258B2 (en) 2010-07-16 2014-07-29 Mitsubishi Heavy Industries, Ltd. Securing method and securing apparatus for bearing housing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8789258B2 (en) 2010-07-16 2014-07-29 Mitsubishi Heavy Industries, Ltd. Securing method and securing apparatus for bearing housing

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A300 Application deemed to be withdrawn because no request for examination was validly filed

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 19980514