JPS5941567A - Hatch opening frame apparatus - Google Patents

Hatch opening frame apparatus

Info

Publication number
JPS5941567A
JPS5941567A JP57150349A JP15034982A JPS5941567A JP S5941567 A JPS5941567 A JP S5941567A JP 57150349 A JP57150349 A JP 57150349A JP 15034982 A JP15034982 A JP 15034982A JP S5941567 A JPS5941567 A JP S5941567A
Authority
JP
Japan
Prior art keywords
formwork
floor
hatch
frame
shoring
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
JP57150349A
Other languages
Japanese (ja)
Inventor
隆 吉田
工藤 美則
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 Engineering Corp
Toshiba Corp
Original Assignee
Toshiba Engineering Corp
Tokyo Shibaura Electric Co 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 Toshiba Engineering Corp, Tokyo Shibaura Electric Co Ltd filed Critical Toshiba Engineering Corp
Priority to JP57150349A priority Critical patent/JPS5941567A/en
Publication of JPS5941567A publication Critical patent/JPS5941567A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/30Nuclear fission reactors

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (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】 〔発明の技術分野〕 本発明はハツチ開口枠装置に係り、特に原子カプラント
等における半地下式建屋の機器搬入用ハツチ部に適用す
るのに好適なハツチ開口枠装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to a hatch opening frame device, and more particularly to a hatch opening frame device suitable for application to a hatch for carrying in equipment in a semi-underground building such as an atomic couplant. .

〔発明の技術的背景〕[Technical background of the invention]

第1図は、原子カプラント等における半地下式建屋の機
器搬入用ハツチ部の従来の施工法を示すもので、以下こ
れについて説明する。
FIG. 1 shows a conventional construction method for a hatch for carrying in equipment in a semi-underground building for an atomic couplant, etc., and this will be explained below.

第1図において/は最地下階の明渡しフロア、コはその
上層階に位置し既にコンクリート強度がでている床スラ
ブ、3はこれから施工すべき床である。
In Figure 1, / is the lowest basement floor, C is the floor slab located on the upper floor and already has concrete strength, and 3 is the floor to be constructed.

この床3の施工に際しては、まず前記床スラブコから支
保エダを上層階に向かって組立てて床3の下型枠Sを支
え、次いで鉄筋6を配筋するとともにハツチ部3aの型
枠7を設置し、この型枠りをハツチ部3aを横断する型
枠弁えざで支持する。
When constructing this floor 3, first, support edging from the floor slab is assembled toward the upper floors to support the lower formwork S of the floor 3, and then reinforcing bars 6 are arranged and the formwork 7 of the hatch part 3a is installed. Then, this formwork is supported by a formwork valve groove that crosses the hatch portion 3a.

そしてその後、床3にコンクリートを打設して菅生させ
、養生後型棒弁えg、型枠7.下型枠!。
After that, concrete is poured on the floor 3 and made to grow, and after curing, the mold rod valve g, the formwork 7. Lower formwork! .

および支保エダを撤去する。and remove the supporting eda.

〔背景技術の問題点〕[Problems with background technology]

以上のようにして行なわれる従来の施工法では、第1図
に示すように型枠7を支持するための支保工IIaがハ
ツチ部3aの中心に向かってせり出しており、また型枠
胛えgがノリチ部3aの開ロスベースを狭くしたり塞い
でしまい、しかもこの状態が床30強度がでるまで続く
ことになる。このため、第1図に示すようにタワークレ
ーンのフック9で大きな機器IOを吊降ろして末3より
も下層階に搬入する場合、ノ翫ツチ部3aの空間スペー
スが足りなくなって機器IOの搬入を型棒弁えg等の撤
去後まで待たねばならないという欠点がある。
In the conventional construction method carried out as described above, the shoring IIa for supporting the formwork 7 protrudes toward the center of the hatch 3a, as shown in FIG. This will narrow or block the open loss base of the grooved portion 3a, and this state will continue until the floor 30 reaches its strength. For this reason, when a large equipment IO is suspended from the hook 9 of the tower crane and transported to a lower floor than the end 3, as shown in Fig. 1, there is insufficient space in the top and bottom parts 3a, and the equipment IO cannot be brought in. There is a disadvantage that the process has to wait until after the mold rod valve g etc. have been removed.

そして半地下式建屋においては、機器/θを吊降ろし方
式により搬入するのが通例であるため、幾階もの床スラ
ブに通しの71ツチがある場合には、各フロアのハツチ
を施工するたびに支障をきたし、搬入工程に大きな影響
を与えている。
In semi-underground buildings, it is customary to transport equipment/θ by hanging, so if there are 71 through holes on several floors of floor slabs, each time you construct the through holes on each floor, This is causing a hindrance and has a major impact on the delivery process.

〔発明の目的〕 本発明はかかる現況に鑑みなされたもので、ノ・・ッチ
部の施工を機器の搬入と干渉することなく行なうことが
でき、プラントの建設工程に支障をきたすことがないノ
・ツチ開口枠装置を提供することを目的とする。
[Purpose of the Invention] The present invention was made in view of the current situation, and it is possible to carry out the construction of the notch portion without interfering with the bringing in of equipment, and the construction process of the plant is not hindered. The object of the present invention is to provide a no-tsuchi opening frame device.

〔発明の概要〕[Summary of the invention]

本発明は、ハツチの施工を機器の搬入と干渉することな
く行なうことができる手段として、機器搬入用ハツチ部
に設置されて床部の埋め殺し型枠を構成する鉄板構造の
枠状の型枠本体と、この型枠本体をその開口空間と干渉
しない位置で下方から支持する支保工とを備え、前記支
保工を床スラブの養生後に撤去可能としたことを特徴と
する。
The present invention provides a frame-shaped formwork of a steel plate structure that is installed in a hatch section for carrying in equipment and constitutes a fill-in formwork for the floor, as a means for carrying out hatch construction without interfering with the carrying in of equipment. The present invention is characterized in that it comprises a main body and a support that supports the formwork main body from below at a position that does not interfere with the opening space of the formwork main body, and the support can be removed after the floor slab is cured.

〔発明の実施例〕[Embodiments of the invention]

以下本発明の第2図および第3図に示す一実施例に基づ
いて説明する。
An embodiment of the present invention shown in FIGS. 2 and 3 will be explained below.

第2図においてlは最地下階の明渡しフロア、コはその
上層階に位置し既にコンクリート強度がでている床スラ
ブ、3はこれから施工すべき床であり、この床30ノリ
チ部3aにはノ・ソチ開口枠装置l/が設置されるよう
になっている。
In Figure 2, l is the lowest basement floor, C is the floor slab located on the upper floor and already has concrete strength, and 3 is the floor to be constructed. The Sochi opening frame device l/ is now being installed.

このハツチ開口枠装置l/は、第2図および第3図に示
すように鉄板構造で方形枠状をなす型枠本体7.2と、
この型枠本体lコの下面側に着脱可能に取付けられた補
強枠13と、補強枠13を下方から支持しターンバック
ル/Uaを有するダ本の支保工/41’とを備えている
As shown in FIGS. 2 and 3, this hatch opening frame device l/ has a form body 7.2 having a steel plate structure and a rectangular frame shape;
The formwork body 1 is provided with a reinforcing frame 13 detachably attached to the lower surface side of the formwork body 1, and double supports /41' supporting the reinforcing frame 13 from below and having turnbuckles /Ua.

前記型枠本体lコは、前記ノ・ツチ3aの開口形状に合
わせて予め枠状に作られており、コンクリート打設時の
側圧を何等開口空間を塞ぐような補強材を要することな
く受けられる強度を有している。
The formwork main body l is made in advance into a frame shape to match the opening shape of the no-tsuchi 3a, and can receive the lateral pressure during concrete pouring without requiring any reinforcing material to block the opening space. It has strength.

そしてこの型枠本体/Jは、床3のコンクリート打設時
に床3の埋め殺し型枠を構成するようになっている。
This formwork body /J is adapted to constitute a filling formwork for the floor 3 when concrete is poured into the floor 3.

また前記補強枠/3は、第3図に示すようにH形鋼を方
形に組んで構成されており、この補強枠13は、袋ナツ
トlSおよびポル)/Aを介して前記型枠本体13の下
面側に着脱可能に取付けられ、床3の打設コンクリート
荷重を受けるようになっている。
The reinforcing frame 13 is constructed by assembling H-beams into a square shape as shown in FIG. It is removably attached to the bottom side of the floor 3 and is designed to receive the load of poured concrete on the floor 3.

この補強枠13および型枠本体/、2にはまた、第3図
に示すようにアイボルト/7が取付けられ、ハツチ開口
枠装置/lをクレーン等を用いて所定位置に吊降ろし設
定できるようになっている。また前記補強枠13下部の
四隅部には、前記型枠本体/、2の開口空間に干渉しな
いように床スラプコから立上げられたダ本の支保工/l
の上端部がねじ部材/gを介して着脱可能に連結されて
いる。そして前記型枠本体1.2は、第3図に示すよう
に各支保工/lに設けたターンバックル/ダaの回動操
作により周辺床スラブ型枠、すなわち下型枠左とのレベ
ル合わせが行なわれるようになっている。
As shown in Fig. 3, eye bolts/7 are also attached to the reinforcing frame 13 and the formwork body/2, so that the hatch opening frame device/l can be set and lowered into a predetermined position using a crane or the like. It has become. In addition, at the four corners of the lower part of the reinforcing frame 13, double supports /l are raised from the floor slab so as not to interfere with the opening space of the formwork main body /2.
The upper end portions of are removably connected via a screw member /g. The formwork main body 1.2 is then leveled with the surrounding floor slab formwork, that is, the left side of the lower formwork, by rotating the turnbuckle/da provided on each shoring/l as shown in Figure 3. is now being carried out.

なお、第2図および第3図においてダは前記床スラブコ
上に組上げられて下型枠りを支持する支保工、tは床3
に配筋される鉄筋、ワは機器IOを搬入するクレーンの
フック、〃は床3の上層階のハツチ開口である。
In addition, in FIGS. 2 and 3, DA is the shoring that is assembled on the floor slab and supports the lower formwork, and t is the floor 3.
〃 is the reinforcing bars placed in , 〃 is the hook of the crane that carries in the equipment IO, and 〃 is the hatch opening on the upper floor of floor 3.

次に、前記ハツチ開口枠装置//を用いた床3のハツチ
部3aの施工法について説明する。
Next, a method of constructing the hatch portion 3a of the floor 3 using the hatch opening frame device // will be described.

施工に際しては、まず床ス2プコ上に支保エダを組上げ
て床30下屋枠Sを支え、支保エダに設けたターンバッ
クル(図示せず)の回動操作により下型枠50レベル出
しを行なう。
During construction, first assemble the support edder on the floor supporter to support the floor 30 floor frame S, and then move the lower formwork 50 level by rotating the turnbuckle (not shown) provided on the support edder. .

次いで、型枠本体/、2、補強枠/3および支保工/l
Iが予め一体的に組立てられたハツチ開口枠装置l/を
クレーン等を用いて床3のノ・ツチ部3a位置に吊降ろ
す。そして支保工/fのターンバックル/lIaの回動
操作により型枠本体/2と下型枠!どのレベル合わせな
行なう。
Next, formwork body /, 2, reinforcement frame /3 and shoring /l
The hatch opening frame device l/, which has been integrally assembled in advance, is lowered to the notch portion 3a position of the floor 3 using a crane or the like. Then, by rotating the turnbuckle /lIa of the shoring /f, the formwork body /2 and the lower formwork! Which level should you match?

次いで、床3に鉄筋4を配筋し、その後コンクリートを
打設する。そして養生後、ねじ部材/gを取外して支保
工/ダを撤去するとともに、ボルト16を取外して補強
枠13を撤去する。この際、ボルト/Aは袋ナツト/j
に螺装されているので、打設したコンクリートがねじ部
に浸透するおそれがなく、したがって容易に取外すこと
ができる。一方これらの作業と並行しであるいは相前後
して支保エフを撤去し、床3の下型枠3を解体する“。
Next, reinforcing bars 4 are placed on the floor 3, and then concrete is poured. After curing, the screw member /g is removed and the support /da is removed, and the bolts 16 are removed and the reinforcing frame 13 is removed. At this time, bolt/A is nut/j
Since the threaded part is screwed into the threaded part, there is no risk of poured concrete penetrating into the threaded part, and therefore it can be easily removed. On the other hand, in parallel with or before and after these operations, the shoring panels will be removed and the lower formwork 3 of the floor 3 will be dismantled.

なお、解体撤去された下型枠よ、支保〒グ、補強枠/J
、および支保工ll1等は、上層階のハツチ開口の施工
時等に再度使用に供される。
In addition, the lower formwork, shoring, and reinforcing frame that was dismantled and removed
, shoring ll1, etc. are put to use again when constructing hatch openings on upper floors.

しかして、ハツチ開口枠装置//を床Jのハツチ部3a
位置に設置してしまえば、床3の配筋工事。
Therefore, the hatch opening frame device // is connected to the hatch part 3a of the floor J.
Once installed in position, the reinforcement work for floor 3 begins.

コンクリート工事およびその後の養生、型枠解体を待つ
ことな(、第2図に−示すように型枠本体/コの開口空
間を通してフックワで吊降ろした機器/θを下層階に搬
入することが可能となり1機器10搬入工程の大幅な前
倒しが可能となる。
Without waiting for concrete work, subsequent curing, and dismantling of the formwork (as shown in Figure 2, it is possible to transport the equipment/θ suspended with hooks through the opening space of the formwork body/θ to the lower floor. This makes it possible to significantly advance the delivery process of 10 pieces of equipment.

なお前記実施例では、型枠本体/2の下面、aに着脱可
能に補強枠13を取付ける場合について説明したが、施
工場所の状況によっては、この補強枠13を型枠本体/
、2内に組込む、すなわち型枠本体12の打設コンクリ
ート側の周囲部に配するようにしてもよい。この場合に
は補強枠13は埋め殺しとなって再使用できなくなり、
また支保工/lIの上端部を型枠本体/、2下面に袋ナ
ツトljおよびボルト/6を用いて直接連結することK
なる。
In the above embodiment, the reinforcing frame 13 is removably attached to the bottom surface a of the formwork body/2, but depending on the situation at the construction site, this reinforcing frame 13 may be attached to the formwork body/2.
, 2, that is, it may be arranged around the cast concrete side of the form body 12. In this case, the reinforcing frame 13 is buried and cannot be reused.
In addition, the upper end of the shoring /lI can be directly connected to the lower surface of the formwork body /, 2 using cap nuts lj and bolts /6.
Become.

また補強枠13は型枠本体12のみで充分な耐力が得ら
れるのであれば、必要に応じてこれを省略するようにし
てもよい。また支保工/4(は、補強枠/Jあるいは型
枠本体/Jに対して着脱可能な構造とせず例えば溶接等
で一体構造としておき、解体撤去の際に溶断するように
してもよい。
Further, the reinforcing frame 13 may be omitted as necessary, as long as sufficient strength can be obtained with only the form body 12. Further, the shoring/4() may not be made detachable from the reinforcing frame/J or the formwork body/J, but may be made into an integral structure by welding or the like, and may be fused and cut at the time of disassembly and removal.

〔発明の効果〕〔Effect of the invention〕

以上説明したように本発明は、ノ・ツチ部に枠状をなす
鉄板構造の型枠本体を配してこれを埋め殺しとし、この
型枠本体をその開口空間と干渉しない位置で支保工によ
り下方から支持し、かつこの支保工を床スラブの養生後
に撤去可能としているので、型枠本体を71ツチ部に設
置してしまえば床スラブ工事の進行状況とは無関係に機
器の搬入を行なうことができる。また、型枠本体と支保
工との一体構造物をノ・ツチ部に吊降ろすだけで型組み
が完了するので、型枠工事も大幅に省力化できる。
As explained above, the present invention places a frame-shaped steel plate structure formwork body in the nozzle part, fills it up, and supports the formwork body at a position that does not interfere with the opening space. Since the support is supported from below and can be removed after the floor slab has cured, once the formwork body is installed at the 71st corner, equipment can be brought in regardless of the progress of the floor slab construction. I can do it. In addition, the formwork can be completed by simply suspending the integrated structure of the formwork body and shoring from the nozzle, which greatly reduces the labor required for formwork work.

そしてこの結果、建設工期を大幅に短縮するととが可能
となる。
As a result, it becomes possible to significantly shorten the construction period.

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

第1図は従来工法を示す説明図、第1図は本発明の一実
施例を示す鳥諏図、第3図は第1図の■−I線拡線断大
断面図る。 λ・・・床スラブ、3・・・床、Ja・・・ノ1ツチ部
、10・・・機器、l/・・・/%、7チ開口枠装置、
/、2・・・型枠本体、t3・・・補強枠、/グ・・・
支保工、 /j・・・袋ナツト、/6・・・ボルト、/
7・・・アイボルト、/ざ・・・ねじ部材。 出願人代理人  猪 股    清
FIG. 1 is an explanatory diagram showing a conventional construction method, FIG. 1 is a bird's-eye diagram showing an embodiment of the present invention, and FIG. 3 is an enlarged cross-sectional view taken along the line -I in FIG. λ... Floor slab, 3... Floor, Ja... No. 1 part, 10... Equipment, l/.../%, 7-chi opening frame device,
/, 2... Formwork body, t3... Reinforcement frame, /G...
Shoring, /j... Cap nut, /6... Bolt, /
7...Eye bolt,/Za...Screw member. Applicant's agent Kiyoshi Inomata

Claims (1)

【特許請求の範囲】 1機器搬入用ハツチ部に設置されて床部の埋め殺し型枠
を構成する鉄板構造の枠状の型枠本体と、この型枠本体
をその開口空間と干渉しない位置で下方から支持する支
保工とを備え、前記支保工を床スラブの養生後に撤去可
能としたことを特徴とするハツチ開口枠装置。 ユ型枠本体の下面側に、打設コンクリート荷重を受ける
補強枠を着脱可能に取付け、この補強枠を支保工で支持
することを特徴とする特許請求の範囲第1項記載のハツ
チ開口枠装置。 ユ型枠本体の床スラブ側の周囲部に、打設コンクリート
荷重を受ける埋め殺し補強材を配したことを特徴とする
特許請求の範囲第1項記載のハツチ開口枠装置。
[Scope of Claims] 1. A frame-shaped formwork body having an iron plate structure that is installed in a hatch for carrying in equipment and constitutes a fill-in formwork for the floor, and a frame-like formwork body that is installed in a hatch for carrying in equipment and constitutes a fill-in formwork for the floor, and a frame-like formwork body that is placed in a position that does not interfere with the opening space of the formwork body. What is claimed is: 1. A hatch opening frame device comprising: shoring that is supported from below; said shoring can be removed after curing of a floor slab; A hatch opening frame device according to claim 1, characterized in that a reinforcing frame for receiving a cast concrete load is removably attached to the lower surface side of the U-form body, and this reinforcing frame is supported by shoring. . 2. The hatch opening frame device according to claim 1, further comprising a filling reinforcing material for receiving the load of poured concrete arranged around the floor slab side of the U-form body.
JP57150349A 1982-08-30 1982-08-30 Hatch opening frame apparatus Pending JPS5941567A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57150349A JPS5941567A (en) 1982-08-30 1982-08-30 Hatch opening frame apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57150349A JPS5941567A (en) 1982-08-30 1982-08-30 Hatch opening frame apparatus

Publications (1)

Publication Number Publication Date
JPS5941567A true JPS5941567A (en) 1984-03-07

Family

ID=15495045

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57150349A Pending JPS5941567A (en) 1982-08-30 1982-08-30 Hatch opening frame apparatus

Country Status (1)

Country Link
JP (1) JPS5941567A (en)

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