JP2003313946A - Building method for steel structure - Google Patents
Building method for steel structureInfo
- Publication number
- JP2003313946A JP2003313946A JP2002124577A JP2002124577A JP2003313946A JP 2003313946 A JP2003313946 A JP 2003313946A JP 2002124577 A JP2002124577 A JP 2002124577A JP 2002124577 A JP2002124577 A JP 2002124577A JP 2003313946 A JP2003313946 A JP 2003313946A
- Authority
- JP
- Japan
- Prior art keywords
- floor
- wall
- work
- flooring
- steel frame
- 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 40
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 37
- 239000010959 steel Substances 0.000 title claims abstract description 37
- 238000010276 construction Methods 0.000 claims abstract description 33
- 238000009408 flooring Methods 0.000 claims abstract description 17
- 239000002184 metal Substances 0.000 claims abstract description 13
- 238000010330 laser marking Methods 0.000 claims abstract description 10
- 238000009435 building construction Methods 0.000 claims description 12
- 238000009432 framing Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 7
- 230000001737 promoting effect Effects 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- DKOQGJHPHLTOJR-WHRDSVKCSA-N cefpirome Chemical compound N([C@@H]1C(N2C(=C(C[N+]=3C=4CCCC=4C=CC=3)CS[C@@H]21)C([O-])=O)=O)C(=O)\C(=N/OC)C1=CSC(N)=N1 DKOQGJHPHLTOJR-WHRDSVKCSA-N 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 230000003287 optical effect Effects 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004065 semiconductor Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】この発明は鉄骨造り建築工
法、詳しくは重量鉄骨を使用した枠組壁工法に関する。
さらに詳しくは、だぼを使用してパネルを接合する重量
鉄骨使用の鉄骨造りの家屋（スチールハウス）の建築工
法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel frame construction method, and more particularly, to a frame wall construction method using heavy steel frames.
More specifically, the present invention relates to a method for constructing a steel-framed house (steel house) that uses heavy steel frames to join panels using dowels.
【０００２】[0002]
【従来の技術】従来の戸建て住宅の建築工法としては、
鋼材を使った枠組壁工法が知られている。この工法は、
ツーバイフォー住宅の建設手法で、耐久性や断熱性の高
さを特徴としている。このスチールハウスには亜鉛メッ
キ鋼板（厚さ１ｍｍ程度）が使用される。2. Description of the Related Art As a conventional construction method for a detached house,
A framed wall construction method using steel is known. This method is
It is a construction method of a two-by-four house and features high durability and heat insulation. A galvanized steel plate (thickness: about 1 mm) is used for this steel house.
【０００３】[0003]
【発明が解決しようとする課題】しかしながら、このよ
うな在来の枠組壁工法にあっては、布基礎に土台を固定
し、床張りの後、スチール製の壁パネルを組み付けて、
１階壁を組み立て、その後、２階床張り、２階壁組を行
い、屋根を付けるという工程を経ていた。このため、在
来の軸組工法よりは工期、コストを改善することができ
るものの、耐震強度を高めること、および、工期短縮の
点ではさらなる改良の余地があった。However, in such a conventional framed wall construction method, the foundation is fixed to the cloth foundation, and after flooring, the steel wall panel is assembled,
The process of assembling the first floor wall, then the second floor flooring, the second floor wall assembly, and the roofing were done. Therefore, although the construction period and cost can be improved as compared with the conventional frame construction method, there is room for further improvement in terms of increasing the seismic strength and shortening the construction period.
【０００４】[0004]
【発明の目的】そこで、この発明の目的は、耐震強度を
高めるとともに、工期の大幅な短縮を可能とした戸建て
住宅の建築工法を提供することにある。また、この発明
の目的は、大工仕事など現場労務を大幅に削減すること
ができる建築工法を提供することにある。SUMMARY OF THE INVENTION It is, therefore, an object of the present invention to provide a method of constructing a detached house in which the seismic resistance is increased and the construction period can be greatly shortened. Another object of the present invention is to provide a construction method capable of significantly reducing on-site labor such as carpentry work.
【０００５】[0005]
【課題を解決するための手段】請求項１に記載の発明
は、独立基礎を構築する工程と、この独立基礎を用いて
重量鉄骨製の柱構造を構築する骨組工程と、この柱構造
に基づいて床を張る床張り工程と、壁パネルを組み付け
る壁組工程とを備えた鉄骨造り建築工法である。The invention according to claim 1 is based on a step of constructing an independent foundation, a skeleton step of constructing a column structure made of heavy steel frame using the independent foundation, and the column structure. It is a steel-framed construction method that includes a flooring process of building a floor with a wall and a wall assembly process of assembling wall panels.
【０００６】請求項２に記載の発明は、上記骨組工程、
床張り工程、壁組工程においては、レーザー墨出し器を
用いて墨出しを行う請求項１に記載の鉄骨造り建築工法
である。According to a second aspect of the present invention, there is provided the above framing step,
The steel frame building construction method according to claim 1, wherein the marking is performed using a laser marking device in the flooring process and the wall assembling process.
【０００７】請求項３に記載の発明は、上記壁組工程で
は、金属製だぼを用いて壁パネル同士を接合する請求項
１または請求項２に記載の鉄骨造り建築工法である。The invention according to claim 3 is the steel frame building construction method according to claim 1 or claim 2, wherein in the wall assembling step, the wall panels are joined together by using metal dowels.
【０００８】請求項４に記載の発明は、上記壁組工程で
は、開孔定規を用いてだぼ穴を形成した壁パネルを使用
する請求項３に記載の鉄骨造り建築工法である。開孔定
規は、例えば規格品である壁パネルの同一位置にだぼ穴
を開けるため、壁パネルの横サイズと同一長さの板材を
使用する。The invention according to claim 4 is the steel frame building construction method according to claim 3, wherein in the wall assembling step, a wall panel in which a dowel hole is formed by using an opening ruler is used. The hole ruler uses a plate material having the same length as the lateral size of the wall panel, for example, in order to make a dowel hole at the same position on the wall panel, which is a standard product.
【０００９】請求項５に記載の発明は、上記床張り工
程、壁組工程は、１階、２階の各階について施工される
請求項１〜請求項４のいずれか１項に記載の鉄骨造り建
築工法である。The invention according to claim 5 is the steel frame construction according to any one of claims 1 to 4, wherein the flooring step and the wall assembling step are carried out for each of the first floor and the second floor. It is a construction method.
【００１０】[0010]
【作用】請求項１〜請求項５に記載の発明によれば、ま
ず、独立基礎について重量鉄骨製の柱構造を構築する。
そして、１階の床張り、１階の壁組、２階の床張り、２
階の壁組、屋根工事となる。この場合において、レーザ
ー墨出し器を用いてレーザー墨出しを行い、また、金属
製だぼを使用して壁パネル同士の接合を行う。このだぼ
は壁パネルと床との接合にも使用することができる。以
上の結果、壁パネルなどの部品を前もって工場で生産す
ることにより、現場工程を削減できるとともに、現場作
業の単純化・標準化を進め、現場に要する労務量の大幅
な低減ができる。工期の大幅な短縮が可能となる。ま
た、資材の節約となる。さらに、部品の品質の安定によ
り、天候に左右されず、一定の労働者や設備を用い、充
分に管理された体制のもとで生産されるので、手作業の
ために高度な技能を必要とする現場施工に比べて安定し
た品質の部材を大量に製造することができる。さらにま
た、量産化によるコストの低減、すなわち、工場工程と
現場工程を一貫した視点で工事管理を進めることによ
り、量産化を図り、コストの低減が可能となる。なお、
独立基礎に替えて連続基礎とすることも、場合によって
は可能である。この場合、重量鉄骨を構築できる設計と
する必要がある。また、上記工程において、レーザー墨
出し器を用いて墨出しを行う。レーザ墨出し器として
は、市販品の例えばフルオート、マイコン制御、完全自
動整準を備え、環境温度にとらわれないものを使用す
る。さらに、これには、光水準センサ、場所を選ばない
２電源方式、位置合わせに楽な微調整ネジ付、三脚取り
付け用ネジ穴付、可視光半導体レーザ（波長６３５ｎ
ｍ、１ｍＷ）を備える。また、線幅２ｍｍ、屋内半径１
０メートルについて、たち墨、地墨、水平ラインを同時
に得ることができる（図１１参照）。また、床構造とし
ては、コンクリート床、直張り床などを採用することが
できる。２階床はデッキプレートを使用し、コンクリー
トを打設することとなる。さらに、開孔定規を使用し、
壁パネルへのだぼ穴の穴開けを行う。壁パネルの接合
は、金属製ピンと、このピンが挿入されるパイプとを使
用して行うことができる。例えば、壁パネルのだぼ穴に
金属製パイプを挿入し、接着剤で固定する。このパイプ
に金属製パイプを挿入し、接着剤で固定する。この結
果、パネル同士、パネルと床とが接合される（図４，５
参照）。なおまた、この家屋に内装する家具などはユニ
ット化するものとする。例えば、収納ボックス（引き違
いタイプ）、床の間ボックス、仏間ボックスなどであ
る。これはユニット単位で工場生産、組み立てたものを
装着する。また、壁パネルとしては、腰壁タイプその他
タイプの間仕切り壁を使用することができる。According to the invention described in claims 1 to 5, first, a column structure made of heavy steel frame is constructed for the independent foundation.
And the flooring on the first floor, the flooring on the first floor, the flooring on the second floor, 2
It will be wall construction on the floor and roof construction. In this case, laser marking is performed using a laser marking device, and wall panels are joined together using a metal dowel. This dowel can also be used to join wall panels to the floor. As a result, by producing parts such as wall panels in advance in the factory, it is possible to reduce the on-site process, and also to simplify and standardize the on-site work, thereby significantly reducing the amount of labor required on the site. The construction period can be significantly shortened. It also saves materials. In addition, due to the stable quality of the parts, it is produced under a well-controlled system using a certain number of workers and equipment regardless of the weather, so a high level of skill is required for manual work. It is possible to manufacture a large quantity of stable quality members as compared with on-site construction. Furthermore, cost reduction due to mass production, that is, by advancing construction management from a consistent viewpoint of factory processes and on-site processes, mass production can be achieved and costs can be reduced. In addition,
In some cases, it may be possible to replace the independent foundation with a continuous foundation. In this case, it is necessary to design so that heavy steel frames can be constructed. In addition, in the above process, marking is performed using a laser marking device. As the laser marking device, a commercially available product that has, for example, full auto, microcomputer control, and full automatic leveling, and is not bound by the ambient temperature is used. In addition, it has an optical level sensor, a dual power supply system that can be used anywhere, a fine adjustment screw for easy positioning, a screw hole for attaching a tripod, a visible light semiconductor laser (wavelength 635n
m, 1 mW). In addition, line width 2mm, indoor radius 1
For 0 meters, we can get the traditional ink, the ground ink, and the horizontal line at the same time (see FIG. 11). Further, as the floor structure, a concrete floor, a direct floor, or the like can be adopted. The second floor will use a deck plate and will be cast with concrete. In addition, using an open ruler,
Make a dowel hole in the wall panel. The wall panels can be joined using metal pins and pipes into which the pins are inserted. For example, a metal pipe is inserted into the dowel hole in the wall panel and fixed with an adhesive. A metal pipe is inserted into this pipe and fixed with an adhesive. As a result, the panels are joined together, and the panels and the floor are joined together (Figs. 4 and 5).
reference). In addition, the furniture and other items that will be placed inside this house will be unitized. For example, a storage box (pull type), a floor space box, a French space box, or the like. This is the one that is factory-produced and assembled for each unit. As the wall panel, a waist wall type or other type of partition wall can be used.
【００１１】[0011]
【発明の実施の形態】以下、図１〜図１５を参照してこ
の発明に係る鉄骨造り建築工法の一実施例を説明する。
まず、躯体工事としては、図１に示すように、独立基礎
構築、重量鉄骨支柱１１の構築、１階床張り、２階床張
り（コンクリート打設を含む）、１階壁組、２階壁組、
レーザー墨出し、小屋根の各工程をこの順番に施工す
る。この場合にあって、開孔定規（図６参照）を使用し
て合板製壁パネルなどにだぼ穴を形成し、このだぼ穴に
金属製パイプ、ピン（図１２）を使用してパネル接合を
行う（図４，図５参照）。また、使用する壁パネルとし
ては、９１０×２５１２ｍｍを標準品とする（図１０参
照）。また、上述したように、墨出しは、レーザテクノ
社製「マルチレーザーＬＴＣ−ＥＭＰ５００」等のレー
ザー式墨出し器を使用する。図１１にはこの機器を使用
した墨出しの一例を示す。以下、この工法による建築工
事例を工程順に示す。すなわち、この建築工事一式にお
いては、遣り方、基礎工事、足場掛け払い、鉄骨、生コ
ン打設、サイディング、大工屋根、サッシ取り付け、屋
根工事、板金、内部建て付け、塗装、畳み、左官工事、
軽骨工事、クロス張り、ユニットバス設置、洗面化粧
台、厨房機器、流し設置、電気工事、配線、照明工事、
便槽器、浄化槽設置工事、給排水工事、給湯、ガス工
事、美装工事、仮設電気、仮設水道、外構工事、片付
け、整地等の工程、作業が含まれる。図２，図３は、そ
の鉄骨構造の一例を示す。独立基礎１０１に鉄骨支柱１
１（厚さ１２ｍｍ）を立設する。また、グリ石１０２、
目つぶし１０３、防湿シート１０４を介して生コン１０
５を１０ｃｍ厚さに打設する。鉄筋１０６も生コン層１
０５中に配置する。１階床構造は、打設したコンクリー
ト１０５上に根太木１０７、コンパネ（厚さ１２ｍｍ）
１０８を介してフロアー材（厚さ１２ｍｍ）１０９を張
る。１２は型枠生コンである。２階床張りは、ケイテン
（軽量天井材）１１０を介して、デッキプレート１１１
を配設し、これに生コン（１２ｃｍ）１１２を打設す
る。根太木１１３、コンパネ１１４、フロアー材１１５
を張って構成する点は１階床構造と同じである。壁パネ
ル１５（図１０、図１３〜図１５）による間仕切りは、
任意に行えるが、１，２階では、壁パネル１５に腰壁１
２１、幕板１２２、ベベルボード１２３を装着すること
ができる。これらの壁パネル１５の設置において床面と
の連結、パネル同士の連結に、図１２に示す金属製パイ
プ１６、金属製ピン１７を使用する。パイプ１６をパネ
ル１５の穴に固定し、パイプ１６にピン１７を挿入固定
することにより、所定位置での結合がなされる。図４，
５はこの状態を示している。図７，図８にはサイディン
グ構造を示す。鉄骨１１に通気層１３０を介して１６ｍ
ｍのサイディング材１３１を貼り付けることで、外壁を
構成する。図９には１階床部分の構造を例示する。天
圧、グリ、クラッシャラン、配管、防湿シート、鉄筋、
生コンの順に進む。支柱１１は４隅に独立基礎に支持さ
れる。なお、玄関スペース１３２、ユニットバススペー
ス１３３は段落ち構造とする。これらについても上記躯
体工事によれば、全体として、その工期を大幅に短縮す
ることができ、結果としてそのコストを大幅に低減する
ことが可能となる。BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of a steel frame building construction method according to the present invention will be described below with reference to FIGS.
First, as for the frame work, as shown in Fig. 1, the construction of an independent foundation, the construction of heavy steel frame columns 11, the first floor flooring, the second floor flooring (including concrete placement), the first floor wall set, the second floor wall set,
Each process of laser marking and small roof is carried out in this order. In this case, a hole ruler (see Fig. 6) is used to form a dowel hole in a plywood wall panel, etc., and a metal pipe or pin (Fig. 12) is used in the dowel hole to make the panel. Joining is performed (see FIGS. 4 and 5). In addition, the wall panel used has a standard size of 910 × 2512 mm (see FIG. 10). In addition, as described above, for marking out, a laser marking device such as "Multilaser LTC-EMP500" manufactured by Laser Techno is used. FIG. 11 shows an example of marking out using this device. Below, an example of construction work by this method is shown in the order of steps. That is, in this set of construction work, how to use, foundation work, scaffolding, steel frame, ready-mixed concrete placing, siding, carpenter roof, sash installation, roofing work, sheet metal, internal construction, painting, folding, plastering work,
Light bone work, cloth tension, unit bath installation, vanity, kitchen equipment, sink installation, electrical work, wiring, lighting work,
This includes work and work such as toilet bowl equipment, septic tank installation work, water supply / drainage work, hot water supply, gas work, beauty work, temporary electricity, temporary water supply, exterior work, cleanup, and leveling. 2 and 3 show an example of the steel frame structure. Independent foundation 101 with steel support 1
1 (12 mm thick) is erected. In addition, the green stone 102,
Raw concrete 10 through the blinds 103 and the moisture-proof sheet 104
5 is cast in a thickness of 10 cm. Reinforcing bar 106 is also ready-mixed layer 1
Place in 05. The first-floor structure consists of concrete 105 that has been placed, joist 107, and a control panel (12 mm thick).
A floor material (12 mm thick) 109 is stretched through 108. 12 is a formwork concrete container. The 2nd floor flooring is made up of deck plates 111 via Keiten (lightweight ceiling material) 110.
Is placed, and fresh concrete (12 cm) 112 is placed therein. Joist tree 113, control panel 114, floor material 115
It is the same as the first-floor structure in that it is constructed by stretching. The partition by the wall panel 15 (FIG. 10, FIG. 13 to FIG. 15) is
It can be done arbitrarily, but on the 1st and 2nd floors, the waist panel 1 is attached to the wall panel 15.
21, the curtain plate 122, and the bevel board 123 can be attached. When installing these wall panels 15, a metal pipe 16 and a metal pin 17 shown in FIG. 12 are used for connection to the floor and connection between the panels. By fixing the pipe 16 in the hole of the panel 15 and inserting and fixing the pin 17 in the pipe 16, connection at a predetermined position is achieved. Figure 4,
5 shows this state. 7 and 8 show a siding structure. 16m through the ventilation layer 130 to the steel frame 11
The outer wall is formed by attaching m siding materials 131. FIG. 9 illustrates the structure of the first floor. Natural pressure, green, crusher run, piping, moisture-proof sheet, rebar,
Proceed in the order of ready-mixed concrete. The columns 11 are supported by independent corners at the four corners. The entrance space 132 and the unit bath space 133 have a step-down structure. Also for these, the above-mentioned construction work can significantly reduce the construction period as a whole, and as a result, the cost thereof can be significantly reduced.
【００１２】[0012]
【発明の効果】この発明によれば、耐震強度を高めるこ
とができるとともに、工期の大幅な短縮が可能となる。
例えば在来工法で９０日要した工事は、２５日程度で可
能となる。また、その間取りが自由である。間柱の修正
も容易となる。また、現場労務を削減することができ、
併せて躯体工事に要するコスト（坪単価）を大幅に低減
することもできる。According to the present invention, the seismic resistance can be increased and the construction period can be greatly shortened.
For example, the construction that took 90 days with the conventional method can be done in about 25 days. In addition, the floor plan is free. The studs can be easily modified. In addition, on-site labor can be reduced,
At the same time, the cost (unit price per tsubo) required for the construction work can be significantly reduced.
【図１】この発明の一実施例に係る鉄骨造り建築工法を
説明するフローシートである。FIG. 1 is a flow sheet for explaining a steel frame building construction method according to an embodiment of the present invention.
【図２】この発明の一実施例に係る鉄骨造り建築工法に
係る躯体工事を説明するための模式図である。[Fig. 2] Fig. 2 is a schematic diagram for explaining the construction work of the structure related to the steel frame building construction method according to the embodiment of the present invention.
【図３】この発明の一実施例に係る鉄骨造り建築工法の
独立基礎を説明する側面図である。FIG. 3 is a side view illustrating an independent foundation of a steel frame building method according to an embodiment of the present invention.
【図４】この発明の一実施例に係る鉄骨造り建築工法の
一工程を説明するための連結部を示す斜視図である。FIG. 4 is a perspective view showing a connecting portion for explaining one step of the steel frame building construction method according to the embodiment of the present invention.
【図５】この発明の一実施例に係る鉄骨造り建築工法の
連結部を示す斜視図である。FIG. 5 is a perspective view showing a connecting portion of a steel frame building construction method according to an embodiment of the present invention.
【図６】この発明の一実施例に係る開孔定規を示す正面
図である。FIG. 6 is a front view showing an open-hole ruler according to an embodiment of the present invention.
【図７】この発明の一実施例に係る鉄骨造り建築工法に
よる壁体構造を示す断面図である。FIG. 7 is a cross-sectional view showing a wall structure by a steel frame building method according to an embodiment of the present invention.
【図８】この発明の一実施例に係る壁体構造を示す断面
図である。FIG. 8 is a sectional view showing a wall structure according to an embodiment of the present invention.
【図９】この発明の一実施例に係る鉄骨造り建築工法に
よる床面配置を示す平面図である。FIG. 9 is a plan view showing a floor surface arrangement by a steel frame building method according to an embodiment of the present invention.
【図１０】この発明の一実施例に係る壁パネルの一例を
示す正面図である。FIG. 10 is a front view showing an example of a wall panel according to an embodiment of the present invention.
【図１１】この発明の一実施例に係る鉄骨造り建築工法
のレーザー墨出し工程を説明する模式図である。FIG. 11 is a schematic diagram illustrating a laser marking process of the steel frame building method according to the embodiment of the present invention.
【図１２】この発明の一実施例に係る連結用金具を示す
斜視図である。FIG. 12 is a perspective view showing a connecting fitting according to an embodiment of the present invention.
【図１３】この発明の一実施例に係る壁パネルの一例を
示す正面図である。FIG. 13 is a front view showing an example of a wall panel according to an embodiment of the present invention.
【図１４】この発明の一実施例に係る壁パネルの一例を
示す側面図である。FIG. 14 is a side view showing an example of a wall panel according to an embodiment of the present invention.
【図１５】この発明の一実施例に係る壁パネルの一例を
示す底面図である。FIG. 15 is a bottom view showing an example of the wall panel according to the embodiment of the present invention.
１１ 鉄骨支柱、 １５ 壁パネル、 １６ 金属製パイプ、 １７ 金属製ピン。 11 steel columns, 15 wall panels, 16 metal pipes, 17 Metal pin.
Claims (5)
組工程と、 この柱構造に基づいて床を張る床張り工程と、 壁パネルを組み付ける壁組工程とを備えた鉄骨造り建築
工法。1. A process for constructing an independent foundation, a framing process for constructing a heavy-steel column structure using the independent foundation, a flooring process for flooring based on the column structure, and a wall panel assembly. Steel frame construction method with wall assembly process.
おいては、レーザー墨出し器を用いて墨出しを行う請求
項１に記載の鉄骨造り建築工法。2. The steel frame building construction method according to claim 1, wherein in the framing step, flooring step and wall assembling step, marking is performed using a laser marking device.
壁パネル同士を接合する請求項１または請求項２に記載
の鉄骨造り建築工法。3. The steel frame building construction method according to claim 1, wherein in the wall assembling step, the wall panels are joined together using a metal dowel.
ぼ穴を形成した壁パネルを使用する請求項３に記載の鉄
骨造り建築工法。4. The steel building construction method according to claim 3, wherein in the wall assembling step, a wall panel in which a dowel hole is formed by using an opening ruler is used.
階の各階について施工される請求項１〜請求項４のいず
れか１項に記載の鉄骨造り建築工法。5. The flooring process and the wall assembly process are on the first floor and the second floor.
The steel frame building construction method according to any one of claims 1 to 4, which is constructed for each floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2002124577A JP2003313946A (en) | 2002-04-25 | 2002-04-25 | Building method for steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2002124577A JP2003313946A (en) | 2002-04-25 | 2002-04-25 | Building method for steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2003313946A true JP2003313946A (en) | 2003-11-06 |
Family
ID=29539584
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2002124577A Pending JP2003313946A (en) | 2002-04-25 | 2002-04-25 | Building method for steel structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2003313946A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005207217A (en) * | 2003-12-26 | 2005-08-04 | Kazumine Maeda | Steel house |
| JP2009006518A (en) * | 2007-06-26 | 2009-01-15 | Net Eagle Kk | Apparatus and method for producing precut material for wood-frame construction |
| JP2021127606A (en) * | 2020-02-13 | 2021-09-02 | 株式会社熊谷組 | Member connection structure |
-
2002
- 2002-04-25 JP JP2002124577A patent/JP2003313946A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005207217A (en) * | 2003-12-26 | 2005-08-04 | Kazumine Maeda | Steel house |
| JP2009006518A (en) * | 2007-06-26 | 2009-01-15 | Net Eagle Kk | Apparatus and method for producing precut material for wood-frame construction |
| JP2021127606A (en) * | 2020-02-13 | 2021-09-02 | 株式会社熊谷組 | Member connection structure |
| JP7402073B2 (en) | 2020-02-13 | 2023-12-20 | 株式会社熊谷組 | Part connection structure |
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