JPS642746B2 - - Google Patents
Info
- Publication number
- JPS642746B2 JPS642746B2 JP8215882A JP8215882A JPS642746B2 JP S642746 B2 JPS642746 B2 JP S642746B2 JP 8215882 A JP8215882 A JP 8215882A JP 8215882 A JP8215882 A JP 8215882A JP S642746 B2 JPS642746 B2 JP S642746B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- steel
- panels
- pillow
- structural
- 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.)
- Expired
Links
- 239000000463 material Substances 0.000 claims description 58
- 229910000831 Steel Inorganic materials 0.000 claims description 30
- 239000010959 steel Substances 0.000 claims description 30
- 238000010276 construction Methods 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 9
- 229910000746 Structural steel Inorganic materials 0.000 claims description 6
- 238000010586 diagram Methods 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 230000001186 cumulative effect Effects 0.000 description 2
- 238000010422 painting Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Body Structure For Vehicles (AREA)
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【発明の詳細な説明】
本発明は、新規な鉄骨造骨組の構築方法に関す
るものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a novel method for constructing a steel frame.
従来の鉄骨造骨組の構築は、骨組の形状、重量
等が運搬上の制約を大きく受けるため、形鋼、鋼
管等の構造用鋼材を単材の形で現場に運搬したの
ち、各鋼材をクレーンを使用して現場で軸組、ト
ラス、山形ラーメン等の構法に従つて立体的に組
立てていたが、構築時間が長くかかり、高所立体
作業であるので危険が伴い、また、仕口誤差が重
つて大きな累積誤差となり、本接合前の建直し調
整にかなりの手間を要し、さらに、仮設物（足
場）が必要で、その運搬費、組立費及び材料損料
の工事費に占める割合が大きいなどの問題点があ
つた。 In the construction of conventional steel frames, the shape, weight, etc. of the frame are subject to major transport restrictions, so structural steel materials such as sections and steel pipes are transported to the site in single pieces, and then each steel material is moved by a crane. This method was used to assemble three-dimensional structures on site using construction methods such as frameworks, trusses, and Yamagata frame frames, but the construction took a long time, was dangerous due to the three-dimensional work at heights, and was prone to joint errors. This results in a large cumulative error, requires a considerable amount of effort to rebuild and adjust before the actual joining, and furthermore, temporary structures (scaffolding) are required, and transportation costs, assembly costs, and material losses account for a large proportion of the construction cost. There were other problems.
本発明は、上記問題点を解決するものであり、
すなわち、構築現場の敷地又は敷地の近辺の地上
で、複数の枕の上に載せた構造用鋼材からなる軸
部材を組立台の一部として用いて、各鋼材の通り
と水平高さと必要に応じて接合位置とを維持し、
前記各鋼材を相互に接合して構造物骨組ユニツト
を造ることによつて、伏臥状の屋根骨組パネルと
壁骨組パネルと必要に応じてトラス骨組パネルと
を組み立て、前記屋根、壁及びトラス骨組パネル
を、上から順番に立て起こしができるように重ね
て配置したのち、順次立て起こして鉄骨造骨組の
全部又は一部を構築することを特徴とした鉄骨造
骨組構築方法を提供するものである。 The present invention solves the above problems,
In other words, on the ground at or near the construction site, a shaft member made of structural steel placed on multiple pillows is used as part of an assembly table, and the alignment and horizontal height of each steel material are adjusted as necessary. to maintain the joint position,
By joining each of the above-mentioned steel members to each other to construct a structural frame unit, the prone roof frame panels, wall frame panels, and if necessary, truss frame panels are assembled, and the roof, wall, and truss frame panels are assembled. To provide a method for constructing a steel frame, characterized in that all or part of the steel frame is constructed by arranging them one on top of the other so that they can be erected in order from the top, and then erecting them one after another.
本発明においては、複数の枕の上に載せた軸部
材そのものを組立台の一部として用い、各鋼材の
通り、水平高さ及び必要に応じて他の鋼材との接
合位置を維持するもので、これによつて、各鋼材
を相互に接合して地上に低く寝かされた状態の屋
根、壁、床等の構造物骨組ユニツトを組立てるこ
とができる。ここで骨組には柱、梁及び筋違のほ
か屋根、壁又は、床の下地材が含まれる場合があ
る。また、ユニツトは平板状のもののほか立体状
のものが含まれる。枕は、構築現場の敷地又は敷
地の近辺の地上に、相互の間隔、高さを保持して
定置又は移動可能に配置される。また、枕には、
これに置かれる鋼材が所定位置を維持するための
当り金具が取りつけられる場合や前記ユニツトが
立て起される際、当該ユニツト又は当該枕を損傷
しないようにした損傷防止金具や当該ユニツトの
立て起しを助けるようにした支持金具等が取りつ
けられる場合がある。更に枕は、そこに置かれる
鋼材の形状により一部又は全部を地上面より低く
設けることができる。 In the present invention, the shaft member itself placed on a plurality of pillows is used as a part of the assembly table, and the horizontal height and joint position with other steel materials are maintained according to each steel material as necessary. With this, it is possible to assemble structural frame units such as roofs, walls, floors, etc. that lie low above the ground by joining each steel member to each other. Here, the frame may include columns, beams, braces, and foundation materials for roofs, walls, or floors. Furthermore, the units include not only flat units but also three-dimensional units. The pillows are fixedly or movably arranged on the ground of the construction site or in the vicinity of the site, maintaining mutual spacing and height. Also, on the pillow,
When a stopper is attached to keep the steel placed on the unit in place, or when the unit is raised up, a damage prevention fitting or a stopper is installed to prevent damage to the unit or the pillow. In some cases, supporting metal fittings, etc., are attached to help the Further, depending on the shape of the steel material placed thereon, the pillow may be partially or entirely located below the ground level.
低く寝かされた状態で組立てられた各構造物骨
組ユニツトは、通常、最後に立て起こされるユニ
ツトに乗せられたまま、各ユニツトが立て起され
る順序に従つて、重ね置かれる。 Each structural frame unit assembled in a low lying state is usually placed on top of the unit to be erected last, in the order in which each unit is erected.
なお、各構造物骨組ユニツトにおける各鋼材の
接合は、ユニツトの形状、精度及び品質が枕の上
で確保されると、枕の上に置かれたままボルト締
めや溶接の本接合が行われるものである。 In addition, for the joining of each steel material in each structural frame unit, once the shape, accuracy, and quality of the unit are secured on the pillow, the main joints are performed by bolting or welding while the unit is placed on the pillow. It is.
また、低く寝かされた状態の各構造物骨組ユニ
ツトには、建て方作業に必要な仮設物附加や当該
建物の設備工事、仕上工事、塗装工事等を施工す
ることができる。低く寝かされた状態の各構造物
骨組ユニツトは、クレーンにより順次立て起され
て鉄骨造骨組が構築されるが、構造体骨組ユニツ
トの組立てがあるブロツク分まとまると建直し調
整を行つたのち構造体骨組ユニツト間の本接合を
行うことを繰返して構築作業を進める。 In addition, it is possible to add temporary structures necessary for erection work, to perform equipment work for the building, finishing work, painting work, etc. to each structure frame unit that is lying low. Each structural frame unit lying low is raised one by one by a crane to construct a steel frame, but once the structural frame units have been assembled for a certain block, the structure is rebuilt and adjusted. The construction work progresses by repeating the main connections between the body frame units.
本発明によれば、各構造体骨組ユニツトは、枕
の上に低く寝かされた状態のとき組立てられるの
で、組立作業が容易かつ安全に行え、構造体骨組
ユニツトの形状、品質及び精度が確保できる上に
高所作業に必要な仮設物（足場）が不要となり、
また、塗装作業等の附帯作業もこの際に施工でき
る利点がある。更にかかる構造体骨組ユニツトか
ら構築される鉄骨造骨組は、高所での接合箇所が
少なく累積誤差が小さく建直し調整が短時間で済
み、全体としての施工能率の向上、工期の短縮及
び工費の節減を大巾に図ることができる。 According to the present invention, each structural frame unit is assembled while lying low on a pillow, so assembly work can be performed easily and safely, and the shape, quality, and accuracy of the structural frame unit can be ensured. Not only that, but temporary structures (scaffolding) required for working at heights are no longer required.
There is also the advantage that ancillary work such as painting can be carried out at this time. Furthermore, the steel frame constructed from such structural frame units has few joints at high places, has small cumulative errors, and requires only a short time to rebuild and adjust, improving overall construction efficiency, shortening the construction period, and reducing construction costs. Significant savings can be achieved.
次に本発明を実施例に基づいて図示説明する。 Next, the present invention will be illustrated and explained based on examples.
最初に、構造用鋼材から構造物骨組ユニツトと
しての屋根骨組パネルを組立てることについて第
１図及び第２図により説明する。合掌材として用
いられる鋼材１１（以下では合掌材と言う）が、
枕２１及び２１に載せられて、合掌材１１が各枕
２１の上面に直立した当り２１１にそれぞれ寄せ
られて、合掌材１１の通り、水平高さが維持さ
れ、次いで合掌材１１を枕２１及び２１と水平高
さが同じ枕２２に寄せて、枕２２に設けた当り２
１１に合掌材１１の一端下部に挿入したポンチ１
１０を寄せ、合掌材１１の接合位置を維持する。
枕２１と同じ形状の３個の枕２３に小梁材として
用いられる鋼材１２（以下では小梁材と言う）を
それぞれ載せて当り２３１に寄せると共に合掌材
１１の接合位置と接合することにより小梁材１２
の仕口（通り）と水平高さ及び接合位置を維持す
る。継ぎ梁材として鋼材１３（以下では継ぎ梁材
と言う）を小梁材１２との接合位置に接合するこ
とにより、或は継ぎ梁材１３を枕２４に載せ小梁
材１２との接合位置に接合することにより継ぎ梁
材１３の仕口（通り）と水平高さを維持する。次
に合掌材１１上に定間隔毎に固着したアングル小
片１１１と継ぎ梁材１３上に定間隔毎に固着した
アングル小片１３１とに母屋材１４を接合して屋
根骨材組パネルＣの組立を完了する。 First, the assembly of roof frame panels as a structural frame unit from structural steel materials will be explained with reference to FIGS. 1 and 2. Steel material 11 used as gassho material (hereinafter referred to as gassho material) is
The gassho material 11 is placed on the pillows 21 and 21, and the gassho material 11 is brought to the abutment 211 that stands upright on the upper surface of each pillow 21, and the horizontal height is maintained as per the gassho material 11. Then, the gassho material 11 is placed on the pillow 21 and A hit 2 placed on the pillow 22 with the same horizontal height as 21
Punch 1 inserted into the lower part of one end of gassho material 11 in 11
10 to maintain the joining position of the gassho material 11.
A steel material 12 used as a small beam material (hereinafter referred to as a small beam material) is placed on three pillows 23 having the same shape as the pillow 21, brought to the contact 231, and joined to the joining position of the gassho material 11 to form a small Beam material 12
Maintain the horizontal height and joint position of the joint (street). By joining a steel material 13 (hereinafter referred to as a joint beam material) as a joint beam material at the joint position with the small beam material 12, or by placing the joint beam material 13 on a pillow 24 and at the joint position with the small beam material 12. By joining, the horizontal height of the joint beam material 13 is maintained. Next, the roof aggregate panel C is assembled by joining the purlin material 14 to the small angle pieces 111 fixed at regular intervals on the gassho material 11 and the small angle pieces 131 fixed at regular intervals on the joint beam material 13. Complete.
次に構造用鋼材から構造物骨組ユニツトとして
の壁骨組パネルを組立てることについて第３図及
び第４図により説明する。枕２１と同じ２個の枕
２５に合掌じり継手材１５０を接合した柱材とし
ての鋼材１５（以下では柱材と言う）を載せて当
り２５１に寄せて通り及び水平高さを維持ちたの
ち、柱材１５を枕２５を水平高さを同じにした枕
２６の金具２６１上をすべらせてベースプレート
１５１を当り２６２に寄せ、柱材１５の通り、水
平高さ及び接合位置を維持する。なお、合掌じり
継手材１５０の下端は、地面下に設けた凹所３０
におかれる。 Next, assembling a wall frame panel as a structural frame unit from structural steel materials will be explained with reference to FIGS. 3 and 4. A steel material 15 as a pillar material (hereinafter referred to as a pillar material), which is made by joining a gassho jiri joint material 150, is placed on two pillows 25, which are the same as the pillow 21, and placed close to the hit 251 to maintain the horizontal height. After that, the pillar material 15 is slid on the metal fitting 261 of the pillow 26 which has the same horizontal height as the pillow 25, and the base plate 151 is brought to the contact 262, and the horizontal height and joint position are maintained as per the pillar material 15. Note that the lower end of the gasshojiri joint material 150 is connected to the recess 30 provided under the ground.
It is placed.
次いで枕２１と同じ２個の枕２７に梁材として
の鋼材１６（以下では梁材と言う）を載せ各枕２
７の当り２７１に寄せたのち、柱材１５の接合位
置と接合して梁材１６の仕口（通り）、水平高さ
及び接合位置を維持する。続いて間柱材としての
鋼材１７（以下では間柱材と言う）を枕２１と同
様な枕２８に載せて当り２８１に寄せると共に梁
材１６の接合位置と接合して、間柱状１７の仕口
（通り）及び水平高さを維持する。次いで柱材１
５上に定間隔毎に固着したアングル小片１５２と
間柱材１７上に定間隔毎に固着したアングル小片
１７１とに胴縁材１８を接合して壁骨組パネルＢ
の組立を完了する。 Next, the steel material 16 as a beam material (hereinafter referred to as a beam material) is placed on two pillows 27, which are the same as the pillow 21, and each pillow 2
After bringing it to the contact point 271 of No. 7, it is joined to the joint position of the pillar material 15 to maintain the joint, horizontal height, and joint position of the beam material 16. Next, a steel material 17 as a stud material (hereinafter referred to as a stud material) is placed on a pillow 28 similar to the pillow 21, brought to the abutment 281, and joined to the joint position of the beam material 16 to form a joint of the stud material 17 ( street) and maintain horizontal height. Next, pillar material 1
The frame material 18 is joined to the small angle pieces 152 fixed at regular intervals on the studs 17 and the small angle pieces 171 fixed at regular intervals on the studs 17 to form the wall frame panel B.
Complete the assembly.
以上のようにして壁骨組パネル（妻壁骨組パネ
ルの組立については説明を簡単にするため図示し
ない）、屋根骨組パネルの各構造物骨組ユニツト
は、第５図に示すように（母屋材、胴縁材は図示
しない）、一番下のものは枕に載せられたまま、
壁パネル、屋根パネルの順に吊り上げて立て起さ
れるように、地上に低く寝かされた状態で積み重
ねられる。 As described above, each structure frame unit of the wall frame panel (the assembly of the gable wall frame panel is not shown to simplify the explanation) and the roof frame panel is assembled as shown in FIG. (edge material not shown), the bottom one remains on the pillow,
They are stacked low to the ground so that the wall panels and roof panels are lifted up in that order.
以上のように地上に低く寝かされて積み重ねら
れた各構造物骨組ユニツトからの鉄骨造骨組の構
築は第６図乃至第１０図のように行われる。すな
わち、妻壁骨組パネルＡが立て起されて建てられ
たのち、壁骨組パネルＢ及びＢが順次立て起され
て妻壁骨組パネルＡと接合されて建てられ、次い
で中柱Ｅが建てられ続いて棟継ぎＦが接合された
のち屋根骨組パネルＣが順次所定位置に接合され
ることにより鉄骨造骨組の一部又は全部の構築が
完了する。前記中柱Ｅの代りに第１１図に示すよ
うにトラス骨組パネルＤを他の骨組パネルの場合
と同様に組立てたのち、低く寝かせた状態で積み
重ね、立て起して接合することもできる。なお、
第３図及び第４図に示される枕２６に取りつけら
れた金具２６１は、壁骨組パネルＢの立て起しの
際柱材１５の立て起しを支持するもので、また、
金具２６３は柱材１５の立て起しの際にベースプ
レート１５１の滑動を防止するものである。 Construction of a steel frame from the structural frame units stacked low on the ground as described above is performed as shown in FIGS. 6 to 10. That is, after the gable wall frame panel A is erected and erected, wall frame panels B and B are sequentially erected and connected to the gable wall frame panel A and erected, and then the middle pillar E is erected and then After the ridge joints F are joined, the roof frame panels C are successively joined at predetermined positions, thereby completing the construction of part or all of the steel frame. Instead of the center column E, as shown in FIG. 11, a truss frame panel D can be assembled in the same manner as other frame panels, then stacked in a low position, raised up, and joined. In addition,
The metal fittings 261 attached to the pillows 26 shown in FIGS. 3 and 4 support the erection of the pillars 15 when the wall frame panel B is erected.
The metal fittings 263 prevent the base plate 151 from sliding when the pillar material 15 is erected.
第１図及び第２図は、本発明方法による屋根骨
組パネルの組立説明図、第３図及び第４図は、本
発明方法による壁骨組パネルの組立説明図、第５
図は、本発明方法による屋根骨組パネルと壁骨組
パネルとを積み重ねた状態を一部省略して示した
概略説明図、第６図乃至第１０図は、本発明方法
による鉄骨造骨組の構築説明図、第１１図は、ト
ラス骨組パネルを用いた本発明方法による鉄骨造
骨組の構築説明図である。
１１，１２，１３，１４，１５，１６，１７，
１８…構造用鋼材、２１，２２，２３，２４，２
５，２６，２７，２８…枕、Ａ，Ｂ…構造物骨組
ユニツト（壁骨組パネル）、Ｃ…構造物骨組ユニ
ツト（屋根骨組パネル）、Ｄ…構造物骨組ユニツ
ト（トラス骨組パネル）、Ｅ…中柱、Ｆ…棟継ぎ。
1 and 2 are explanatory diagrams for assembling roof frame panels according to the method of the present invention, FIGS. 3 and 4 are explanatory diagrams for assembling wall frame panels according to the method of the present invention, and FIG.
The figure is a schematic explanatory diagram partially omitting a state in which roof frame panels and wall frame panels are stacked according to the method of the present invention, and FIGS. 6 to 10 are illustrations of construction of a steel frame frame according to the method of the present invention. 11 are explanatory diagrams for constructing a steel frame by the method of the present invention using truss frame panels. 11, 12, 13, 14, 15, 16, 17,
18... Structural steel material, 21, 22, 23, 24, 2
5, 26, 27, 28... Pillow, A, B... Structural frame unit (wall frame panel), C... Structural frame unit (roof frame panel), D... Structural frame unit (truss frame panel), E... Middle pillar, F...ridge joint.
Claims (1)
数の枕の上に載せた構造用鋼材からなる軸部材を
組立台の一部として用いて、各鋼材の通りと水平
高さと必要に応じて接合位置とを維持し、前記各
鋼材を相互に接合して構造物骨組ユニツトを造る
ことによつて、伏臥状の屋根骨組パネルと壁骨組
パネルと必要に応じてトラス骨組パネルとを組み
立て、前記屋根、壁及びトラス骨組パネルを、上
から順番に立て起こしができるように重ねて配置
したのち、順次立て起こして鉄骨造骨組の全部又
は一部を構築することを特徴とした鉄骨造骨組構
築方法。1. On the ground at or near the construction site, a shaft member made of structural steel placed on multiple pillows is used as part of an assembly table, and the alignment and horizontal height of each steel material are determined as necessary. By assembling the prone roof frame panels, wall frame panels and, if necessary, truss frame panels, by maintaining the joint positions and joining each of the above-mentioned steel members to each other to construct a structural frame unit; A method for constructing a steel frame structure, which comprises arranging roofs, walls, and truss frame panels one on top of the other so that they can be erected in order from the top, and then erecting them one after another to construct all or part of the steel frame. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8215882A JPS58199949A (en) | 1982-05-14 | 1982-05-14 | Construction of iron skeletal frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8215882A JPS58199949A (en) | 1982-05-14 | 1982-05-14 | Construction of iron skeletal frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58199949A JPS58199949A (en) | 1983-11-21 |
| JPS642746B2 true JPS642746B2 (en) | 1989-01-18 |
Family
ID=13766621
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8215882A Granted JPS58199949A (en) | 1982-05-14 | 1982-05-14 | Construction of iron skeletal frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58199949A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11542604B2 (en) | 2019-11-06 | 2023-01-03 | PlayNitride Display Co., Ltd. | Heating apparatus and chemical vapor deposition system |
-
1982
- 1982-05-14 JP JP8215882A patent/JPS58199949A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11542604B2 (en) | 2019-11-06 | 2023-01-03 | PlayNitride Display Co., Ltd. | Heating apparatus and chemical vapor deposition system |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58199949A (en) | 1983-11-21 |
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