JP2017160779A - Manufacturing method of door and door - Google Patents

Manufacturing method of door and door Download PDF

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JP2017160779A
JP2017160779A JP2017076668A JP2017076668A JP2017160779A JP 2017160779 A JP2017160779 A JP 2017160779A JP 2017076668 A JP2017076668 A JP 2017076668A JP 2017076668 A JP2017076668 A JP 2017076668A JP 2017160779 A JP2017160779 A JP 2017160779A
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box
shaped body
door
outer shell
shell plate
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JP6337985B2 (en
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勉 河西
Tsutomu Kasai
勉 河西
光明 菊池
Mitsuaki Kikuchi
光明 菊池
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Itoki Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a manufacturing method of a door of heavy weight and the door in a structure endurable against impact by a flying-coming object from an external part by a tornado, a typhoon or an air blast, and excellent even in an anti-terrorism act and radiation shield performance, in the door openably-closably provided in a skeleton opening of a structure.SOLUTION: A manufacturing method is composed of a process of manufacturing hollow box-shaped bodies 3A and 3B for installing outer shell plates 9B, 9C and 9D around frames 8A and 8B of a steel material, a process of carrying the box-shaped body to an installation site, a process of arranging a bar by binding a crossing part of respective reinforcements by inserting a U-shaped reinforcement into both end parts and upper-lower end parts, by inserting a horizontal reinforcement 10B from the side via an introduction hole provided on a side surface of the box-shaped body, by inserting a vertical reinforcement 10A from above via an insertion part provided on an upper surface of the box-shaped body in an opening state of removing the outer shell plate of a surface or a reverse surface and an upper surface of the box-shaped body, a process of placing concrete by installing the outer shell plate in an opening part of the surface or the reverse surface of the box-shaped body and a finishing process of installing ancillary equipment of the door by installing the outer shell plate on an upper surface of the box-shaped body.SELECTED DRAWING: Figure 15

Description

本発明は、扉の製造方法及び扉に係わり、更に詳しくは構造物の躯体開口に設けられ、竜巻や台風、若しくは爆風による飛来物あるいは飛行機など飛翔体の衝撃力、更に津波等による波圧・水圧、地震力に耐え得るとともに、耐テロ行為や放射線遮蔽性にも優れた扉の製造方法及び扉に関するものである。   The present invention relates to a door manufacturing method and a door, and more particularly, provided in a housing opening of a structure, and a tornado, a typhoon, a flying object such as a blast, or an impact force of a flying object such as an airplane, and further a wave pressure / The present invention relates to a door manufacturing method and a door that can withstand water pressure and seismic force, and are excellent in terrorism resistance and radiation shielding.

近年、構造物の躯体開口に設けられ、竜巻や台風、若しくは爆風による飛来物あるいは飛行機など飛翔体の衝撃力、更に津波等による波圧・水圧、地震力に耐え得る扉に対する需要が増加している。更には、自然災害のみならず、耐テロ行為や放射線遮蔽性にも優れた扉に対する要求もある。通常、この種の防護扉は、耐衝撃強度を高めるため重量が非常に重くなっており、重量扉とも呼ばれる。躯体開口に対する防護扉の設置形態としては、ヒンジにて片持ち状態で回動開閉する回動式と、躯体開口と平行方向にスライド開閉する横引き式とがあり、回動式は構造物の外側へ回動変位して躯体開口を開放し、横引き式は構造物の内側でスライド変位して躯体開口を開放する。   In recent years, there has been an increasing demand for doors that can withstand the impact force of flying objects such as tornados, typhoons, or blasts, or flying objects such as airplanes, as well as wave pressure, water pressure, and seismic force caused by tsunamis. Yes. Furthermore, there is a demand not only for natural disasters but also for doors with excellent terrorism resistance and radiation shielding. Usually, this type of protective door is very heavy in order to increase the impact strength and is also called a heavy door. There are two types of installation of the protective door for the chassis opening: a pivoting system that opens and closes in a cantilevered manner with a hinge, and a horizontal pulling system that slides in and out in a direction parallel to the chassis opening. The housing opening is opened by rotating and moving outward, and the lateral pulling type slides and displaces inside the structure to open the housing opening.

このような防護扉として、特許文献1及び特許文献2には、鉄板その他の金属厚板によって箱状に形成した扉枠の内部に補強用の鉄筋と共にコンクリート等の充填材を充填した構造が記載されている。更に、特許文献1には、防護扉の重量が非常に重くなるので、搬送及び組立ての便宜上、扉本体を数個のブロック体に分割して予備形成し、予備形成した数個のブロック体を取付け現場において一つの扉として組立てられるとも記載されている。   As such a protective door, Patent Document 1 and Patent Document 2 describe a structure in which a filler such as concrete is filled together with reinforcing bars inside a door frame formed in a box shape by an iron plate or other metal thick plate. Has been. Further, in Patent Document 1, since the weight of the protective door becomes very heavy, for convenience of transportation and assembly, the door body is preliminarily formed by dividing it into several block bodies. It is also described as being assembled as a door at the installation site.

また、特許文献3にも、中空の外殻板の内部にコンクリートと推測される充填材を充填した防護扉が記載されている。尚、鋼板等の金属製の外殻板とその内部の鉄筋コンクリート構造物からなる複合構造は、ケーソンや橋梁の橋脚の構造としても周知である。   Patent Document 3 also describes a protective door in which a hollow outer shell plate is filled with a filler presumed to be concrete. A composite structure composed of a metal outer shell plate such as a steel plate and a reinforced concrete structure inside thereof is also well known as a caisson or bridge pier structure.

ところで、原子力発電施設に配置される非常用電源車両を格納しておく建物の躯体開口は、車両がスムーズに出入りできるように、例えば横幅6m、高さ4mと非常に広く設定され、そこに用いる防護扉は、躯体開口よりも縦横寸法が若干大きく、また竜巻や台風、若しくは爆風による飛来物の衝撃に耐え得るように、厚さは50cmに設定されている。このような、防護扉の全体の概算重量は46tonにもなるため、数個のブロック体に分割して予め工場で製造しても、その搬送や組立ては容易ではない。また、道路においても特殊車両の総重量規制があり、一般道路では20tonを超えることができない。   By the way, the housing opening of the building storing the emergency power supply vehicle arranged in the nuclear power generation facility is set to be very wide, for example, 6 m wide and 4 m high so that the vehicle can enter and exit smoothly, and is used there. The protective door has a slightly larger vertical and horizontal dimension than the housing opening, and the thickness is set to 50 cm so that it can withstand the impact of flying objects caused by a tornado, typhoon, or blast. Since the approximate weight of the protective door as a whole is as large as 46 tons, even if it is divided into several block bodies and manufactured in advance in the factory, it is not easy to transport and assemble. Also, there is a total weight restriction for special vehicles on the road, and it cannot exceed 20 tons on a general road.

特許第2557576号公報Japanese Patent No. 2557576 特許第3387841号公報Japanese Patent No. 3387841 特公平3−4712号公報Japanese Patent Publication No. 3-4712

そこで、本発明が前述の状況に鑑み、解決しようとするところは、構造物の躯体開口に開閉可能に設ける扉において、竜巻や台風、若しくは爆風による外部からの飛来物あるいは飛行機など飛翔体の衝撃力、更に津波等による波圧・水圧、地震力に耐え得るとともに、耐テロ行為や放射線遮蔽性にも優れた構造で重量の重い扉の製造方法及び扉を提供する点にある。   Therefore, in view of the above-described situation, the present invention intends to solve the impact of a flying object such as a flying object such as a tornado, a typhoon, or an external blast caused by a tornado, a typhoon, or a blast. The object is to provide a heavy door manufacturing method and a door that can withstand force, wave pressure, water pressure, and seismic force caused by tsunami, etc., and has a structure excellent in terrorism resistance and radiation shielding properties.

本発明は、前述の課題解決のために、以下に構成する扉の製造方法及び扉を提供する。   In order to solve the above-described problems, the present invention provides a door manufacturing method and a door configured as follows.

(1)
構造物の躯体開口に開閉可能に設ける耐衝撃性を備えた扉の製造方法であって、
鋼材のフレームの周囲に外殻板を取付けた中空の箱型体を作製する工程と、
前記扉の設置現場に前記箱型体を搬送する工程と、
前記箱型体の表面又は裏面と上面の外殻板を外した開放状態で、該箱型体の上面に設けた挿入部を通して縦鉄筋を上方から挿入するとともに、該箱型体の側面に設けた導入孔を通して横鉄筋を側方から挿入し、適宜、両端部及び上下端部に開放部からU字鉄筋を差し入れ、該U字鉄筋と縦鉄筋及び横鉄筋を結束するとともに、適宜、縦鉄筋と横鉄筋の交差部を結束して配筋する工程と、
前記箱型体の表面又は裏面の開放部に外殻板を取付けた後、上面の開放部からコンクリートを打設する工程と、
前記箱型体の上面の開放部に外殻板を取付けるとともに、扉の付帯設備を取付ける仕上げ工程と、
よりなることを特徴とする扉の製造方法。
(1)
A method of manufacturing a door having impact resistance provided to be openable and closable at a housing opening of a structure,
Producing a hollow box-shaped body with an outer shell plate around a steel frame;
Transporting the box-shaped body to the installation site of the door;
With the front or back surface of the box-shaped body and the outer shell plate on the upper surface removed, the vertical reinforcing bars are inserted from above through the insertion portion provided on the upper surface of the box-shaped body and provided on the side surface of the box-shaped body. The horizontal rebar is inserted from the side through the introduced hole, and the U-shaped rebar is inserted into the both ends and the upper and lower ends from the open part, and the U-rebar, the vertical rebar and the horizontal rebar are bound together. A process of binding and arranging the intersection of the bar and the horizontal rebar,
After attaching the outer shell plate to the open part of the front surface or the back surface of the box-shaped body, placing the concrete from the open part of the upper surface,
Attaching the outer shell plate to the open part of the upper surface of the box-shaped body, and a finishing process for attaching the incidental equipment of the door,
The manufacturing method of the door characterized by comprising.

(2)
構造物の躯体開口に開閉可能に設ける耐衝撃性を備えた扉の製造方法であって、
鋼材のフレームの周囲に外殻板を取付けた中空の箱体構造とし、最も広い表面又は裏面の外殻板と上面の外殻板を後付け又は着脱可能とし、前記鋼材に縦鉄筋と横鉄筋を収容する支持部を形成し、少なくとも上端の鋼材に縦鉄筋を挿入可能な挿入部を形成するとともに、一側面の外殻板に横鉄筋を挿入可能な導入孔を形成した中空の箱型体を作製する工程と、
前記扉の設置現場に前記箱型体を搬送する工程と、
前記箱型体の表面又は裏面と上面を開放した状態で、縦鉄筋を上方から前記挿入部に挿入して前記鋼材に形成した前記支持部に収容するとともに、横鉄筋を側方から前記導入孔に挿入して前記鋼材に形成した前記支持部に収容し、適宜、両端部及び上下端部に開放部からU字鉄筋を差し入れ、該U字鉄筋と縦鉄筋及び横鉄筋を結束するとともに、適宜、縦鉄筋と横鉄筋の交差部を結束して配筋する工程と、
前記箱型体の表面又は裏面の開放部に外殻板を取付けるとともに、前記導入孔を塞いだ後、上面の開放部からコンクリートを打設する工程と、
前記箱型体の上面の開放部に外殻板を取付けるとともに、扉の付帯設備を取付ける仕上げ工程と、
よりなることを特徴とする扉の製造方法。
(2)
A method of manufacturing a door having impact resistance provided to be openable and closable at a housing opening of a structure,
It has a hollow box structure with outer shell plates attached around the steel frame. The outermost shell plate on the widest surface or rear surface and the outer shell plate on the upper surface can be retrofitted or attached, and vertical and horizontal reinforcing bars are attached to the steel material. A hollow box-shaped body in which a supporting portion to be housed is formed, an insertion portion into which a vertical reinforcing bar can be inserted at least at the upper end steel material, and an introduction hole into which a horizontal reinforcing bar can be inserted into an outer shell plate on one side surface is formed. A manufacturing process;
Transporting the box-shaped body to the installation site of the door;
With the front or back surface and upper surface of the box-shaped body open, a vertical reinforcing bar is inserted into the insertion part from above and accommodated in the support part formed in the steel material, and a horizontal reinforcing bar is laterally introduced from the introduction hole. And inserted into the support portion formed in the steel material, and appropriately insert U-shaped reinforcing bars from the open portions at both ends and upper and lower ends, and bind the U-shaped reinforcing bars to the vertical and horizontal reinforcing bars as appropriate. , The process of binding and arranging the intersection of the vertical and horizontal reinforcing bars,
Attaching the outer shell plate to the open portion of the front surface or the back surface of the box-shaped body, closing the introduction hole, and then placing concrete from the open portion of the upper surface;
Attaching the outer shell plate to the open part of the upper surface of the box-shaped body, and a finishing process for attaching the incidental equipment of the door,
The manufacturing method of the door characterized by comprising.

(3)
前記箱型体が複数に分割された分割箱型体からなり、該分割箱型体を設置現場に搬送後に連結して一体の箱型体に組み立てる組立工程を含む(1)又は(2)記載の扉の製造方法。
(3)
(1) or (2) including an assembly step in which the box-shaped body is formed of a divided box-shaped body divided into a plurality of parts, and the divided box-shaped body is connected to an installation site after being connected and assembled into an integral box-shaped body. Door manufacturing method.

(4)
前記箱型体を構成する鋼材のうち、外周部に位置する鋼材には前記挿入部を形成するとともに、内部に位置する鋼材には前記支持部として切欠部又は支持孔を形成し、両側の前記挿入部は前記導入孔と連通してなる請求項2記載の扉の製造方法。
(4)
Among the steel materials constituting the box-shaped body, the steel portion located on the outer peripheral portion is formed with the insertion portion, and the steel material located on the inside is formed with a notch portion or a support hole as the support portion. The door manufacturing method according to claim 2, wherein the insertion portion communicates with the introduction hole.

(5)
前記U字鉄筋を支持する前記支持部には切欠部を形成し、それ以外の鋼材には前記縦鉄筋及び横鉄筋を貫通させて支持する支持孔を形成してなる請求項2又は4記載の扉の製造方法。
(5)
The support part that supports the U-shaped reinforcing bar is formed with a notch, and the other steel material is formed with a support hole that supports the vertical reinforcing bar and the horizontal reinforcing bar through the reinforcing bar. Manufacturing method for doors.

(6)
(1)〜(5)何れか1に記載の扉の製造方法によって製造された扉。
(6)
(1)-(5) The door manufactured by the door manufacturing method of any one.

以上にしてなる本発明の扉の製造方法は、工場で箱型体を精度良く製造し、搬送が容易な状態で設置現場に搬送し、設置現場で配筋してコンクリートを打設するので、搬送コストを大幅に低減することができ、また完成品の状態では搬送が困難な超重量級の扉も製造することができる。また、予め箱型体を構成する内部の鋼材に配筋のための支持部を形成し、また上方から縦鉄筋を挿入可能な挿入部を形成し、側方から横鉄筋を挿入可能な導入孔を形成しているので、配筋作業を極めて簡単に且つ精度良く行うことができる。また、支持部として支持孔を形成すれば、縦鉄筋と横鉄筋を貫通状態で固定的に支持することができ、その交差部を必ずしも番線で結束する必要はなくなり、また支持部として切欠部を形成すれば、適宜配筋するU字鉄筋と縦鉄筋及び横鉄筋の重なり部分を番線で結束して切欠部に収容して支持することができる。   The manufacturing method of the door of the present invention as described above is to manufacture a box-shaped body with precision in a factory, transport it to an installation site in an easy state, and place concrete at the installation site to place concrete. The transportation cost can be greatly reduced, and a super-heavyweight door that is difficult to transport in a finished product can be manufactured. In addition, a support part for reinforcing bars is formed in the internal steel material constituting the box-shaped body in advance, an insertion part into which a vertical reinforcing bar can be inserted is formed from above, and an introduction hole into which a horizontal reinforcing bar can be inserted from the side Therefore, the bar arrangement work can be performed very easily and accurately. Further, if a support hole is formed as a support portion, the vertical and horizontal rebars can be fixedly supported in a penetrating state, and it is not always necessary to bind the intersecting portion with a wire, and a notch portion is used as a support portion. If formed, the overlapping part of the U-shaped reinforcing bar, the vertical reinforcing bar, and the horizontal reinforcing bar that are appropriately arranged can be bound by a wire and accommodated in the notch and supported.

また、本発明により製造された扉は、非常に強度が高く、しかも重量が重いので、竜巻や台風、若しくは爆風による飛来物あるいは飛行機など飛翔体の衝撃力、更に津波等による波圧・水圧、地震力に耐え得るものとなり、更には自然災害のみならず、耐テロ行為や放射線遮蔽性にも優れた防護性を備えたものとなる。   Further, the door manufactured according to the present invention is very strong and heavy, so that the impact force of a flying object such as a tornado or typhoon, or a flying object such as a blast, or a wave pressure / water pressure due to a tsunami, It will be able to withstand seismic forces, and it will have not only natural disasters but also terror resistance and radiation protection.

本発明に係る防護扉と建物の躯体開口との関係を示し、建物内部から見た正面図である。It is the front view which showed the relationship between the protective door which concerns on this invention, and the housing opening of a building, and was seen from the inside of a building. 同じく横断平面図である。Similarly, it is a cross-sectional plan view. 同じく縦断側面図である。It is a longitudinal side view similarly. 駆動機構を備えた防護扉を建物内部から見た正面図である。It is the front view which looked at the protective door provided with the drive mechanism from the inside of a building. 下部フレームの斜視図である。It is a perspective view of a lower frame. 同じく下部フレームの拡大部分斜視図である。It is the expansion partial perspective view of a lower frame similarly. 下部フレームと上部フレームを連結したフレームの斜視図である。It is a perspective view of the frame which connected the lower frame and the upper frame. 同じくフレームの拡大部分斜視図である。It is the expansion partial perspective view of a frame similarly. フレーム内に縦鉄筋を配筋した状態の拡大部分斜視図である。It is an expansion partial perspective view of the state where the vertical reinforcing bar was arranged in the frame. フレーム内に横鉄筋を配筋した状態の拡大部分斜視図である。It is an expansion partial perspective view of the state where the horizontal reinforcing bar was arranged in the frame. フレーム内に横U字鉄筋を配筋した状態の拡大部分斜視図である。It is an expansion partial perspective view of the state where the horizontal U character reinforcement was arranged in the frame. フレーム内に下U字鉄筋を配筋した状態の拡大部分斜視図である。It is an expansion partial perspective view of the state where the lower U character reinforcement was arranged in the frame. フレーム内に上U字鉄筋を配筋した状態の拡大部分斜視図である。It is an expansion partial perspective view of the state where the upper U-shaped reinforcing bar was arranged in the frame. フレーム内に水平鉄筋を配筋した状態の拡大部分斜視図である。It is an expansion partial perspective view of the state where the horizontal reinforcing bar was arranged in the frame. フレーム内に複配筋した状態の全体斜視図である。It is the whole perspective view of the state where double bars were arranged in the frame. 他の実施形態におけるフレーム内に複配筋した状態の全体斜視図である。It is the whole perspective view of the state where double bars were arranged in the frame in other embodiments. 外側の外殻板を装着した状態のコンクリート打設前の防護扉本体の斜視図である。It is a perspective view of the protective door main body before concrete placement with the outer shell plate attached. コンクリート打設後の防護扉本体の斜視図である。It is a perspective view of the protective door main body after concrete placement.

次に、添付図面に示した実施形態に基づき、本発明を更に詳細に説明する。図1〜図3は、本発明に係る扉の例としての防護扉と構造物の例としての建物の躯体開口の周辺構造を示し、図中符号1は建物、2は躯体開口、3は防護扉、4は走行レール、5はガイドレール、6は車輪、7はガイドローラをそれぞれ示している。   Next, the present invention will be described in more detail based on the embodiments shown in the accompanying drawings. 1 to 3 show a peripheral structure of a protective door as an example of a door according to the present invention and a building opening of a building as an example of a structure. In FIG. A door, 4 is a running rail, 5 is a guide rail, 6 is a wheel, and 7 is a guide roller.

本発明に係る構造物として、代表的には建物が挙げられるが、建物以外でも津波や高潮用の防波堤、防潮堤や重要施設の塀等の開口を備えた構造物にも適用可能である。また、構造物の躯体開口を開閉する扉も大型扉であれば本発明を採用し得る。以下の実施形態では、建物の躯体開口に設ける防護扉を例に説明する。   A typical example of the structure according to the present invention is a building, but the present invention can also be applied to a structure provided with an opening such as a tsunami, a storm surge breakwater, a tide embankment, or an important facility ridge. Moreover, if the door which opens and closes the housing opening of a structure is also a large door, this invention can be employ | adopted. In the following embodiments, a protective door provided at a building opening of a building will be described as an example.

本発明に係る建物1は、例えば原子力発電施設に配置される非常用電源車両を格納しておくものであり、高い安全性が担保されている。このような建物1の躯体開口2は、前述の大型特殊車両がスムーズに出入りできるように、例えば横幅6m、高さ4mと非常に広く設定されている。その躯体開口2を全閉可能な防護扉3の大きさは、躯体開口2よりも若干大きく設定され、また厚さは竜巻や台風、若しくは爆風による飛来物の衝撃に耐え得るように50cmに設定されている。本実施形態では、前記防護扉3は、横引き式の一体物とするが、左右に分割して観音開きする回動式のものでも良い。   The building 1 according to the present invention stores, for example, an emergency power supply vehicle arranged in a nuclear power generation facility, and high safety is ensured. The housing opening 2 of the building 1 is set to be very wide, for example, a width of 6 m and a height of 4 m so that the above-mentioned large special vehicle can enter and exit smoothly. The size of the protective door 3 that can fully close the housing opening 2 is set to be slightly larger than that of the housing opening 2, and the thickness is set to 50 cm so that it can withstand the impact of a tornado, a typhoon, or a blast. Has been. In the present embodiment, the protective door 3 is a horizontal pulling-type unit, but it may be a pivoting type that is divided into left and right sides and opens in a double-tone manner.

ここで、前記躯体開口2の内側に沿って、床面Fの敷居部には上方へ突出しないように2本の走行レール4,4を敷設し、また鴨居部には奥行方向に所定間隔を設けて2本のガイドレール5,5を固定している。そして、前記防護扉3の両側には駆動部を設け、該駆動部の下端にそれぞれ一対の車輪6,6を設けて前記走行レール4,4上を転動させる。更に、前記防護扉3の本体上端に垂直回転軸を有するガイドローラ7,…を複数個設け、該ガイドローラ7を前記ガイドレール5,5間で転動させ,該防護扉3が面外方向へ変位しないようにしている。尚、本実施形態では、両端部をガイドローラ7,7とし、中間部をガイドブロック7A,…としている。   Here, along the inside of the housing opening 2, two traveling rails 4, 4 are laid on the sill portion of the floor F so as not to protrude upward, and the moss portion has a predetermined interval in the depth direction. The two guide rails 5 and 5 are fixed. And a drive part is provided in the both sides of the said protective door 3, and a pair of wheels 6 and 6 are provided in the lower end of this drive part, respectively, and it rolls on the said travel rails 4 and 4. FIG. Further, a plurality of guide rollers 7,... Having a vertical rotation shaft are provided at the upper end of the main body of the protective door 3, and the guide roller 7 is rolled between the guide rails 5, 5, so that the protective door 3 is in an out-of-plane direction. Is not displaced. In this embodiment, both end portions are guide rollers 7 and 7, and an intermediate portion is a guide block 7A.

前記防護扉3は、図1、図2及び図3に示すように、アングル材、断面コ字形材又は断面ロ字形材等の鋼材を格子状に組み合わせ溶接して構成したフレーム8に、ステンレス板等の外殻板9を固定して直方体形状の箱型体とし、その内部には鉄筋10を複配筋構造で設けるとともに、コンクリートを打設し、硬化させた構造のものであり、例えば全体の概算重量は46tonである。尚、中間製品の箱型体の形状は、前記防護扉3の最終形態に応じて決まり、直方体形状とは限らない。そして、前記防護扉3の戸尻側の側面下部には、電動駆動部11を設け、該電動駆動部11の下端には駆動車輪6A,6Aを設けている。一方、前記防護扉3の戸先側の側面下部には、従動駆動部12を設け、該従動駆動部12の下端には従動車輪6B,6Bを設けている。   As shown in FIG. 1, FIG. 2 and FIG. 3, the protective door 3 is made of a stainless steel plate on a frame 8 formed by welding a steel material such as an angle material, a U-shaped cross-section material, or a cross-sectional square shape material in a lattice shape. The outer shell plate 9 is fixed to form a rectangular parallelepiped box-shaped body, in which the reinforcing bars 10 are provided in a double bar structure, and concrete is cast and hardened. The approximate weight is 46 tons. In addition, the shape of the box-shaped body of the intermediate product is determined according to the final form of the protective door 3, and is not necessarily a rectangular parallelepiped shape. And the electric drive part 11 is provided in the side surface lower part of the door butt side of the said protective door 3, and the drive wheels 6A and 6A are provided in the lower end of this electric drive part 11. FIG. On the other hand, a driven drive unit 12 is provided at the lower side of the protective door 3 on the door end side, and driven wheels 6B and 6B are provided at the lower end of the driven drive unit 12.

通常は、前記防護扉3の開閉は、建物1の内部の制御盤13を操作して、前記電動駆動部11の内部に設けた電動モータを動力とする。しかし、非常時には停電が起こることも想定していなければならず、その場合には手動で前記防護扉3を開くことができるようにしている。本発明は、前記防護扉3が横引き式であても、回動式であっても構わないが、耐衝撃性が非常に高く、非常に重量の重い構造である。場合によっては、放射線遮蔽の役目も果たすものである。   Normally, the protective door 3 is opened and closed by operating a control panel 13 in the building 1 and using an electric motor provided in the electric drive unit 11 as power. However, it must be assumed that a power failure occurs in an emergency, and in that case, the protective door 3 can be opened manually. In the present invention, the protective door 3 may be a horizontal pulling type or a rotating type, but has a very high impact resistance and a very heavy structure. In some cases, it also serves as a radiation shield.

先ず、図3に示すように、前記床面Fの敷居部には、上方開放した箱型のピット14が埋設され、該ピット14の内部に前記走行レール4,4が所定の間隔で平行に敷設されている。前記ピット14は、底板15と側板16とからなっている。一方、建物1の鴨居部には、横梁17に所定間隔でブラケット18,…を取付け、該ブラケット18,…の下面側に、奥行方向に一定の間隔を設けて前記ガイドレール5,5を固定している。この2本のガイドレール5,5間に前記防護扉3の上端に設けた前記ガイドローラ7,…が位置して、面外方向の変位を規制した状態で、前記走行レール4,4に沿って駆動輪6A,6Aと従動車輪6B,6Bが転動して、前記防護扉3を横引き開閉可能に支持している。   First, as shown in FIG. 3, a box-shaped pit 14 opened upward is embedded in the sill portion of the floor surface F, and the traveling rails 4 and 4 are parallel to each other at a predetermined interval in the pit 14. It is laid. The pit 14 includes a bottom plate 15 and a side plate 16. On the other hand, brackets 18,... Are attached to the cross beam 17 at predetermined intervals in the duck part of the building 1, and the guide rails 5, 5 are fixed to the lower surfaces of the brackets 18,. doing. The guide rollers 7,... Provided at the upper end of the protective door 3 are positioned between the two guide rails 5, 5, and along the traveling rails 4, 4 in a state where displacement in the out-of-plane direction is restricted. Thus, the drive wheels 6A and 6A and the driven wheels 6B and 6B roll to support the protective door 3 so that it can be opened and closed laterally.

本発明の防護扉の製造方法を以下に示す。便宜上、前記建物1の外側に対応する面を表面、内側(室内側)に対応する面を裏面とする。先ず、図5〜図8に示すように、製造工場で主にアングル材からなる鋼材19を用いて下部フレーム8Aと上部フレーム8Bを製造する。この下部フレーム8Aと上部フレーム8Bは、同一構造であっても構わない。そして、下部フレーム8Aには、表面外殻板9A、裏面外殻板9B、側面外殻板9C及び下面外殻板9Dを取付ける。ここで、前記表面外殻板9Aは、下部フレーム8Aに対して後付け若しくは着脱可能とし、その他は溶接して強固に固定することが好ましい。一方、前記上部フレーム8Bには、表面外殻板9A、裏面外殻板9B、側面外殻板9C及び上面外殻板9Eを取付ける。ここで、前記表面外殻板9A及び上面外殻板9Eは、上部フレーム8Bに対して後付け若しくは着脱可能とし、その他は溶接して強固に固定することが好ましい。便宜上、前記下部フレーム8Aに所定の外殻板9を固定したものを下部箱型体3Aとし、前記上部フレーム8Bに所定の外殻板9を固定したものを扉下部体3Bとする。尚、前記表面外殻板9Aの代わりに、前記裏面外殻板9Bを後付け若しくは着脱可能としても良い。   The manufacturing method of the protective door of this invention is shown below. For convenience, the surface corresponding to the outside of the building 1 is referred to as the front surface, and the surface corresponding to the inside (indoor side) is referred to as the back surface. First, as shown in FIGS. 5 to 8, the lower frame 8 </ b> A and the upper frame 8 </ b> B are manufactured using a steel material 19 mainly made of an angle material at a manufacturing factory. The lower frame 8A and the upper frame 8B may have the same structure. Then, the front outer shell plate 9A, the rear outer shell plate 9B, the side outer shell plate 9C, and the lower outer shell plate 9D are attached to the lower frame 8A. Here, it is preferable that the surface outer shell plate 9A can be retrofitted or attached to the lower frame 8A, and the others are welded and firmly fixed. On the other hand, the upper outer shell plate 9A, the rear outer shell plate 9B, the side outer shell plate 9C, and the upper outer shell plate 9E are attached to the upper frame 8B. Here, it is preferable that the surface outer shell plate 9A and the upper surface outer shell plate 9E can be retrofitted or attached to and detached from the upper frame 8B, and others are firmly fixed by welding. For the sake of convenience, a lower box-type body 3A is defined by fixing a predetermined outer shell plate 9 to the lower frame 8A, and a door lower body 3B is defined by fixing the predetermined outer shell plate 9 to the upper frame 8B. Instead of the front outer shell plate 9A, the rear outer shell plate 9B may be retrofitted or detachable.

具体的には、前記下部フレーム8Aと上部フレーム8Bは、複数の縦鋼材19A,…と横鋼材19B,…で格子状に連結して格子フレームを構成し、一対の格子フレームが一定間隔になるように、複数の水平鋼材19C,…で連結して箱型構造とする。尚、上下端の横鋼材19B,19B間には、配筋作業性を考慮して水平鋼材19Cは設けてない。各鋼材19,…同士は、交差部において溶接して連結している。   Specifically, the lower frame 8A and the upper frame 8B are connected in a lattice shape by a plurality of vertical steel members 19A,... And a horizontal steel material 19B,. In this way, a plurality of horizontal steel materials 19C,... In addition, the horizontal steel material 19C is not provided between the horizontal steel materials 19B and 19B at the upper and lower ends in consideration of the bar arrangement workability. Each steel material 19 is connected by welding at the intersection.

そして、前記下部フレーム8Aと上部フレーム8Bの内部には、鉄筋10を複配筋構造で設ける。前記鉄筋10は、縦鉄筋10A、横鉄筋10B、横U字鉄筋10C、下U字鉄筋10D、上U字鉄筋10E及び水平鉄筋10Fである。尚、前記水平鉄筋10Fは、幅止め筋とも呼ばれるものであ。これらの鉄筋10が配筋される前記縦鋼材19A,…と横鋼材19B,…には、該鉄筋10を受け入れる支持部としての切欠部20,…を所定間隔で設けている。尚、前記切欠部20の深さは、コンクリートの被り厚を考慮して決定される。また、前記切欠部20の代わりに支持孔でも構わないが、配筋作業に多少手間がかかる。   A reinforcing bar 10 is provided in a double bar structure inside the lower frame 8A and the upper frame 8B. The reinforcing bars 10 are vertical reinforcing bars 10A, horizontal reinforcing bars 10B, horizontal U-shaped reinforcing bars 10C, lower U-shaped reinforcing bars 10D, upper U-shaped reinforcing bars 10E, and horizontal reinforcing bars 10F. The horizontal reinforcing bars 10F are also called width stop bars. The vertical steel members 19A,... And the horizontal steel members 19B,... In which the reinforcing bars 10 are arranged are provided with notches 20,. The depth of the notch 20 is determined in consideration of the concrete covering thickness. Further, a support hole may be used instead of the notch 20, but it takes some time for the bar arrangement work.

また、前記下部フレーム8Aの少なくとも上端の横鋼材19Bと、前記上部フレーム8Bの上下端の横鋼材19B,19Bには、上方から縦鉄筋10Aを挿入できるように、中間の前記横鋼材19Bに形成した前記切欠部20,…の位置に対応させて挿入部21,…を形成している。ここで、前記挿入部21は、貫通孔又は切欠部で構成する。また、前記側面外殻板9Cには、側方から横鉄筋10Bを挿入できるように、前記縦鋼材19A,…に形成した前記切欠部20,…の位置に対応させて導入孔22,…を形成している。また、前記下部フレーム8Aと上部フレーム8Bの裏面外殻板9B,9Bには、前記水平鉄筋10Fを挿入するための導入孔を形成し、該水平鉄筋10Fを設ける位置の目安としても良いが、表面外殻板9Aを外した状態で配筋作業を行うので、該導入孔は必ずしも必要ではない。尚、本実施形態では、前記下部フレーム8Aと上部フレーム8Bは、同一構造としたので、前記下部フレーム8Aの下端の横鋼材19Bにも挿入部21を形成しているが、これらの挿入部21は、前記下面外殻板9Dを取付ければ塞がれるので、コンクリート打設時に塞ぐ必要がない。   Further, at least the horizontal steel material 19B at the upper end of the lower frame 8A and the horizontal steel materials 19B and 19B at the upper and lower ends of the upper frame 8B are formed in the intermediate horizontal steel material 19B so that the vertical reinforcing bar 10A can be inserted from above. .. Are formed corresponding to the positions of the notches 20... Here, the said insertion part 21 is comprised by a through-hole or a notch part. Further, the side outer shell plate 9C is provided with introduction holes 22,... Corresponding to the positions of the notches 20,... Formed in the longitudinal steel members 19A,. Forming. In addition, the back outer shell plates 9B and 9B of the lower frame 8A and the upper frame 8B may be provided with introduction holes for inserting the horizontal reinforcing bars 10F, and may be used as a guideline for positions where the horizontal reinforcing bars 10F are provided. Since the bar arrangement work is performed with the surface outer shell plate 9A removed, the introduction hole is not necessarily required. In this embodiment, since the lower frame 8A and the upper frame 8B have the same structure, the insertion portion 21 is also formed in the horizontal steel material 19B at the lower end of the lower frame 8A. Is closed when the lower shell plate 9D is attached, so that it does not need to be closed when placing concrete.

そして、前記下部箱型体3Aと上部箱型体3Bを設置現場へ搬送し、前記下部箱型体3Aの上に上部箱型体3Bを載せ、前記下部フレーム8Aと上部フレーム8Bとを溶接して一体化し、前記フレーム8を完成させる(図7及び図8参照)。但し、前記下部フレーム8Aと上部フレーム8Bには、表面外殻板9A,9Aは取付けてなく、また上部フレーム8Bの上面外殻板9Eは取付けてなく、正面が開放されているので、内部に手を差し込んで作業をすることができる。   Then, the lower box mold body 3A and the upper box mold body 3B are transported to the installation site, the upper box mold body 3B is placed on the lower box mold body 3A, and the lower frame 8A and the upper frame 8B are welded. To complete the frame 8 (see FIGS. 7 and 8). However, the outer shell plates 9A and 9A are not attached to the lower frame 8A and the upper frame 8B, and the upper shell plate 9E of the upper frame 8B is not attached and the front is opened. You can insert your hand and work.

次に、図9に示すように、前記上部フレーム8Bの上端の横鋼材19Bに形成した各挿入部21に、上方から直線状の前記縦鉄筋10Aを挿入して、対応する前記横鋼材19Bの切欠部20に収容する。この際、前記上部フレーム8Bの下端の横鋼材19Bに形成した挿入部21と前記下部フレーム8Aの上端の横鋼材19Bに形成した挿入部21は鉄筋10の支持部となり、前記縦鉄筋10Aを同時に挿通して支持する。それにより、前記縦鉄筋10Aは、挿入部21と切欠部20で位置決めされた状態で自立する。尚、前記防護扉3を設置する建物1は、天井高が該防護扉3の高さの2倍以上ある非常に高いことが前提である。尚、前記挿入部21から縦鉄筋10Aを挿入した後、該縦鉄筋10Aの端部を挿入部21で支持しても良い。   Next, as shown in FIG. 9, the straight vertical reinforcing bars 10 </ b> A are inserted from above into each insertion portion 21 formed in the horizontal steel material 19 </ b> B at the upper end of the upper frame 8 </ b> B, and the corresponding horizontal steel material 19 </ b> B is inserted. Housed in the notch 20. At this time, the insertion portion 21 formed in the horizontal steel material 19B at the lower end of the upper frame 8B and the insertion portion 21 formed in the horizontal steel material 19B at the upper end of the lower frame 8A serve as a support portion for the reinforcing bar 10, and the vertical reinforcing bar 10A is simultaneously used. Insert and support. Thereby, the vertical reinforcing bar 10 </ b> A is self-supported in a state where it is positioned by the insertion portion 21 and the notch portion 20. It is assumed that the building 1 in which the protective door 3 is installed has a very high ceiling height that is at least twice the height of the protective door 3. In addition, after inserting 10 A of vertical reinforcing bars from the said insertion part 21, you may support the edge part of 10 A of this vertical reinforcing bar with the insertion part 21. FIG.

次に、図10に示すように、前記下部箱型体3Aと上部箱型体3Bの一方の側面外殻板9Cの各導入孔22に、側方から直線状の前記横鉄筋10Bを挿入して、対応する前記縦鋼材19Aに形成した切欠部20に収容し、前記縦鉄筋10Aと交差する部分を番線で結束する。この場合、側方に十分な空間が確保できる側から前記横鉄筋10Bを挿入すれば良い。尚、前記導入孔22から横鉄筋10Bを挿入した後、該横鉄筋10Bの端部を導入孔22あるいは側端の縦鋼材19Aに設けた切欠部20で支持しても良い。   Next, as shown in FIG. 10, the horizontal reinforcing bars 10B that are linear from the side are inserted into the respective introduction holes 22 of one side outer shell plate 9C of the lower box-type body 3A and the upper box-type body 3B. Then, it accommodates in the notch part 20 formed in the corresponding said vertical steel material 19A, and binds the part which cross | intersects the said vertical rebar 10A with a number wire. In this case, the horizontal reinforcing bar 10B may be inserted from the side where a sufficient space can be secured on the side. In addition, after inserting the horizontal rebar 10B from the introduction hole 22, the end of the horizontal rebar 10B may be supported by the notch 20 provided in the introduction hole 22 or the vertical steel member 19A at the side end.

次に、図11に示すように、両側端部の位置で、表裏に対応する前記横鉄筋10B,10Bの端部を連結するように、横U字鉄筋10Cを正面から差し込んで該横鉄筋10Bとの重なり部分を番線で結束し、この重なり部分を前記切欠部20に収容して支持する。同様に、図12に示すように、下端部の位置で、表裏に対応する前記縦鉄筋10A,10Aの端部を連結するように、下U字鉄筋10Dを正面から差し込んで該縦鉄筋10Aとの重なり部分を番線で結束し、この重なり部分を前記切欠部20に収容して支持する。更に、図13に示すように、上端部の位置で、表裏に対応する前記縦鉄筋10A,10Aの端部を連結するように、上U字鉄筋10Eを正面から差し込んで該縦鉄筋10Aとの重なり部分を番線で結束し、この重なり部分を前記切欠部20に収容して支持する。それから、図14に示すように、水平鉄筋10Fを内部に差し込み、表裏両側の縦鉄筋10A,10A又は横鉄筋10B,10Bに交差させて番線で結束する。尚、縦鉄筋10Aと横鉄筋10Bの配筋順序は逆でも良く、また横U字鉄筋10C、下U字鉄筋10D、上U字鉄筋10Eの配筋順序も限定されない。全ての配筋作業が終了すれば、図15に示すような状態になる。   Next, as shown in FIG. 11, at the positions of both side ends, the horizontal U-bars 10C are inserted from the front so as to connect the ends of the horizontal reinforcing bars 10B, 10B corresponding to the front and back, and the horizontal reinforcing bars 10B. The overlapping portion is bound by a wire, and this overlapping portion is accommodated in and supported by the cutout portion 20. Similarly, as shown in FIG. 12, at the position of the lower end, the lower U-shaped reinforcing bar 10D is inserted from the front so as to connect the ends of the vertical reinforcing bars 10A, 10A corresponding to the front and back, and the vertical reinforcing bar 10A. The overlapping portions are bound together by a number line, and the overlapping portions are accommodated in and supported by the notches 20. Furthermore, as shown in FIG. 13, the upper U-shaped reinforcing bar 10E is inserted from the front so as to connect the ends of the vertical reinforcing bars 10A, 10A corresponding to the front and back at the position of the upper end, and the vertical reinforcing bar 10A The overlapping portion is bundled with a wire, and this overlapping portion is accommodated in and supported by the cutout portion 20. Then, as shown in FIG. 14, the horizontal reinforcing bars 10F are inserted into the interior, crossed with the vertical reinforcing bars 10A, 10A or the horizontal reinforcing bars 10B, 10B on both sides of the front and back, and bound by a wire. The arrangement order of the vertical reinforcing bars 10A and the horizontal reinforcing bars 10B may be reversed, and the arrangement order of the horizontal U-shaped reinforcing bars 10C, the lower U-shaped reinforcing bars 10D, and the upper U-shaped reinforcing bars 10E is not limited. When all the bar arrangement work is completed, the state shown in FIG. 15 is obtained.

他の実施形態として図16に示したものは、下部箱型体3Aと上部箱型体3Bを連結した状態の箱型体を構成する鋼材10のうち、外周部に位置する縦鋼材10Aと横鋼材10Bには前記挿入部21,…を形成するとともに、内部に位置する縦鋼材10Aと横鋼材10Bには前記支持部として切欠部20又は支持孔23を形成し、両側の前記挿入部21は前記導入孔22と連通してなる構造である。具体的には、前記横U字鉄筋10C、下U字鉄筋10D及び上U字鉄筋10Eを支持する前記支持部には切欠部20を形成し、それ以外の縦鋼材10Aと横鋼材10Bには前記縦鉄筋10A及び横鉄筋10Bを貫通させて支持する支持孔23を形成している。勿論、直線状の縦鋼材10Aと横鋼材10Bを挿入する必要があるので、前記挿入部21、切欠部20及び支持孔23は同一直線上に位置する。その他は、前述の実施形態と同様である。   As another embodiment, what is shown in FIG. 16 is a vertical steel member 10A and a horizontal member located on the outer periphery of the steel members 10 constituting the box member in a state where the lower box member 3A and the upper box member 3B are connected. The steel material 10B is formed with the insertion portions 21,..., And the longitudinal steel material 10A and the horizontal steel material 10B located inside are formed with notches 20 or support holes 23 as the support portions. This is a structure communicating with the introduction hole 22. Specifically, the notch 20 is formed in the support portion that supports the horizontal U-bar 10C, the lower U-bar 10D, and the upper U-bar 10E, and the other vertical steel members 10A and the horizontal steel members 10B A support hole 23 is formed to support the vertical reinforcing bar 10A and the horizontal reinforcing bar 10B. Of course, since it is necessary to insert the straight vertical steel member 10A and the horizontal steel member 10B, the insertion part 21, the cutout part 20 and the support hole 23 are located on the same straight line. Others are the same as the above-mentioned embodiment.

図15に示すように、配筋作業が終了すれば、前記下部フレーム8Aと上部フレーム8Bに、それぞれ表面外殻板9Aを水密状態に取付ける(図17参照)。勿論、前記表面外殻板9Aが外側から外されないように、前記下部フレーム8Aと上部フレーム8Bに溶接したり、また該表面外殻板9Aの裏側に内部に向けてアンカーとなるスタッドを立てても良い。勿論、前記裏面外殻板9Bを始め、他の外殻板9の裏面にも、配筋作業に邪魔にならないように、スタッドを立てておいても良い。あるいは、各外殻板9の裏面に溶接したナットに、配筋後、ボルトをねじ込んでアンカーとしても良い。   As shown in FIG. 15, when the bar arrangement work is finished, the surface outer shell plates 9A are respectively attached to the lower frame 8A and the upper frame 8B in a watertight state (see FIG. 17). Of course, the lower outer frame plate 9A is welded to the lower frame 8A and the upper frame 8B so that the outer surface shell plate 9A is not removed from the outside, or a stud serving as an anchor is set up on the back side of the outer surface shell plate 9A. Also good. Of course, a stud may be set up on the back surface of the other outer shell plate 9 such as the back outer shell plate 9B so as not to disturb the bar arrangement work. Or it is good also as an anchor by screwing a bolt into the nut welded to the back surface of each outer shell board 9 after reinforcement.

それから、必要な配線若しくは機構を組み込んだ後、側面の前記導入孔22,…を全てシール材若しくは樹脂キャップで塞ぎ、上方から前記下部箱型体3Aと上部箱型体3Bの連続した内部空間にコンクリート24を打設する(図18参照)。尚、コンクリート24の中に、放射線吸収剤を添加しても良い。コンクリート23が養生し、硬化した後に、前記上面外殻板9Eを固定する。   Then, after incorporating necessary wirings or mechanisms, all of the introduction holes 22 on the side surfaces are closed with a sealing material or a resin cap, and the lower box-type body 3A and the upper box-type body 3B are continuously connected to the inner space from above. Concrete 24 is placed (see FIG. 18). Note that a radiation absorber may be added to the concrete 24. After the concrete 23 is cured and hardened, the upper outer shell plate 9E is fixed.

そして、図4に示すように、下部箱型体3Aの両側面に前記電動駆動部11と従動駆動部12を連結して、前記レール4,4上に設置する。また、上面外殻板9Eの上には、前記ガイドローラ7とガイドブロック7Aを取付ける。   And as shown in FIG. 4, the said electric drive part 11 and the driven drive part 12 are connected with the both sides | surfaces of 3 A of lower box type bodies, and it installs on the said rails 4 and 4. As shown in FIG. Further, the guide roller 7 and the guide block 7A are mounted on the upper outer shell plate 9E.

1 建物、 2 躯体開口、
3 防護扉、
3A 下部箱型体、 3B 上部箱型体、
4 走行レール、 5 ガイドレール、
6 車輪、
6A 駆動車輪、 6B 従動車輪、
7 ガイドローラ、 7A ガイドブロック、
8 フレーム、
8A 下部フレーム、 8B 上部フレーム、
9 外殻板、
9A 表面外殻板、 9B 裏面外殻板、
9C 側面外殻板、 9D 下面外殻板、
9E 上面外殻板、
10 鉄筋、
10A 縦鉄筋、 10B 横鉄筋、
10C 横U字鉄筋、 10D 下U字鉄筋、
10E 上U字鉄筋、 10F 水平鉄筋、
11 電動駆動部、 12 従動駆動部、
13 制御盤、 14 ピット、
15 底板、 16 側板、
17 横梁、 18 ブラケット、
19 鋼材、
19A 縦鋼材、 19B 横鋼材、
19C 水平鋼材、
20 切欠部(支持部)、 21挿入部、
22 導入孔、 23 支持孔(支持部)、
24 コンクリート。
1 building, 2 frame opening,
3 Protective door,
3A Lower box, 3B Upper box,
4 traveling rails, 5 guide rails,
6 wheels,
6A driving wheel, 6B driven wheel,
7 guide roller, 7A guide block,
8 frames,
8A Lower frame, 8B Upper frame,
9 outer shell plate,
9A Front shell plate, 9B Back shell plate,
9C Side shell plate, 9D Bottom shell plate,
9E Top shell plate,
10 Rebar,
10A vertical rebar, 10B horizontal rebar,
10C Horizontal U-bar, 10D Lower U-bar,
10E U-shaped rebar, 10F horizontal rebar,
11 electric drive unit, 12 driven drive unit,
13 control panel, 14 pits,
15 bottom plate, 16 side plate,
17 Cross beam, 18 Bracket,
19 Steel,
19A vertical steel, 19B horizontal steel,
19C horizontal steel,
20 notch (support), 21 insert,
22 introduction hole, 23 support hole (support part),
24 Concrete.

Claims (6)

構造物の躯体開口に開閉可能に設ける耐衝撃性を備えた扉の製造方法であって、
鋼材のフレームの周囲に外殻板を取付けた中空の箱型体を作製する工程と、
前記扉の設置現場に前記箱型体を搬送する工程と、
前記箱型体の表面又は裏面と上面の外殻板を外した開放状態で、該箱型体の上面に設けた挿入部を通して縦鉄筋を上方から挿入するとともに、該箱型体の側面に設けた導入孔を通して横鉄筋を側方から挿入し、適宜、両端部及び上下端部に開放部からU字鉄筋を差し入れ、該U字鉄筋と縦鉄筋及び横鉄筋を結束するとともに、適宜、縦鉄筋と横鉄筋の交差部を結束して配筋する工程と、
前記箱型体の表面又は裏面の開放部に外殻板を取付けた後、上面の開放部からコンクリートを打設する工程と、
前記箱型体の上面の開放部に外殻板を取付けるとともに、扉の付帯設備を取付ける仕上げ工程と、
よりなることを特徴とする扉の製造方法。
A method of manufacturing a door having impact resistance provided to be openable and closable at a housing opening of a structure,
Producing a hollow box-shaped body with an outer shell plate around a steel frame;
Transporting the box-shaped body to the installation site of the door;
With the front or back surface of the box-shaped body and the outer shell plate on the upper surface removed, the vertical reinforcing bars are inserted from above through the insertion portion provided on the upper surface of the box-shaped body and provided on the side surface of the box-shaped body. The horizontal rebar is inserted from the side through the introduced hole, and the U-shaped rebar is inserted into the both ends and the upper and lower ends from the open part, and the U-rebar and the vertical rebar and the horizontal rebar are bound together. A process of binding and arranging the intersection of the bar and the horizontal rebar,
After attaching the outer shell plate to the open part of the front surface or the back surface of the box-shaped body, placing the concrete from the open part of the upper surface,
Attaching the outer shell plate to the open part of the upper surface of the box-shaped body, and a finishing process for attaching the incidental equipment of the door,
The manufacturing method of the door characterized by comprising.
構造物の躯体開口に開閉可能に設ける耐衝撃性を備えた扉の製造方法であって、
鋼材のフレームの周囲に外殻板を取付けた中空の箱体構造とし、最も広い表面又は裏面の外殻板と上面の外殻板を後付け又は着脱可能とし、前記鋼材に縦鉄筋と横鉄筋を収容する支持部を形成し、少なくとも上端の鋼材に縦鉄筋を挿入可能な挿入部を形成するとともに、一側面の外殻板に横鉄筋を挿入可能な導入孔を形成した中空の箱型体を作製する工程と、
前記扉の設置現場に前記箱型体を搬送する工程と、
前記箱型体の表面又は裏面と上面を開放した状態で、縦鉄筋を上方から前記挿入部に挿入して前記鋼材に形成した前記支持部に収容するとともに、横鉄筋を側方から前記導入孔に挿入して前記鋼材に形成した前記支持部に収容し、適宜、両端部及び上下端部に開放部からU字鉄筋を差し入れ、該U字鉄筋と縦鉄筋及び横鉄筋を結束するとともに、適宜、縦鉄筋と横鉄筋の交差部を結束して配筋する工程と、
前記箱型体の表面又は裏面の開放部に外殻板を取付けるとともに、前記導入孔を塞いだ後、上面の開放部からコンクリートを打設する工程と、
前記箱型体の上面の開放部に外殻板を取付けるとともに、扉の付帯設備を取付ける仕上げ工程と、
よりなることを特徴とする扉の製造方法。
A method of manufacturing a door having impact resistance provided to be openable and closable at a housing opening of a structure,
It has a hollow box structure with outer shell plates attached around the steel frame. The outermost shell plate on the widest surface or rear surface and the outer shell plate on the upper surface can be retrofitted or attached, and vertical and horizontal reinforcing bars are attached to the steel material. A hollow box-shaped body in which a supporting portion to be housed is formed, an insertion portion into which a vertical reinforcing bar can be inserted at least at the upper end steel material, and an introduction hole into which a horizontal reinforcing bar can be inserted into an outer shell plate on one side surface is formed. A manufacturing process;
Transporting the box-shaped body to the installation site of the door;
With the front or back surface and upper surface of the box-shaped body open, a vertical reinforcing bar is inserted into the insertion part from above and accommodated in the support part formed in the steel material, and a horizontal reinforcing bar is laterally introduced from the introduction hole. And inserted into the support portion formed in the steel material, and appropriately insert U-shaped reinforcing bars from the open portions at both ends and upper and lower ends, and bind the U-shaped reinforcing bars to the vertical and horizontal reinforcing bars as appropriate. , The process of binding and arranging the intersection of the vertical and horizontal reinforcing bars,
Attaching the outer shell plate to the open portion of the front surface or the back surface of the box-shaped body, closing the introduction hole, and then placing concrete from the open portion of the upper surface;
Attaching the outer shell plate to the open part of the upper surface of the box-shaped body, and a finishing process for attaching the incidental equipment of the door,
The manufacturing method of the door characterized by comprising.
前記箱型体が複数に分割された分割箱型体からなり、該分割箱型体を設置現場に搬送後に連結して一体の箱型体に組み立てる組立工程を含む請求項1又は2記載の扉の製造方法。   3. The door according to claim 1, wherein the box-shaped body is composed of a divided box-shaped body divided into a plurality of parts, and includes an assembly step of connecting the divided box-shaped body after being transported to an installation site and assembling it into an integral box-shaped body. Manufacturing method. 前記箱型体を構成する鋼材のうち、外周部に位置する鋼材には前記挿入部を形成するとともに、内部に位置する鋼材には前記支持部として切欠部又は支持孔を形成し、両側の前記挿入部は前記導入孔と連通してなる請求項2記載の扉の製造方法。   Among the steel materials constituting the box-shaped body, the steel portion located on the outer peripheral portion is formed with the insertion portion, and the steel material located on the inside is formed with a notch portion or a support hole as the support portion. The door manufacturing method according to claim 2, wherein the insertion portion communicates with the introduction hole. 前記U字鉄筋を支持する前記支持部には切欠部を形成し、それ以外の鋼材には前記縦鉄筋及び横鉄筋を貫通させて支持する支持孔を形成してなる請求項2又は4記載の扉の製造方法。   The support part that supports the U-shaped reinforcing bar is formed with a notch, and the other steel material is formed with a support hole that supports the vertical reinforcing bar and the horizontal reinforcing bar through the reinforcing bar. Manufacturing method for doors. 請求項1〜5何れか1項に記載の扉の製造方法によって製造された扉。   The door manufactured by the manufacturing method of the door of any one of Claims 1-5.
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CN107939237A (en) * 2017-11-17 2018-04-20 苏州市江诚人防设备有限公司 A kind of people's air defense protective door of strong shock resistance
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