JPS6118625B2 - - Google Patents
Info
- Publication number
- JPS6118625B2 JPS6118625B2 JP54130860A JP13086079A JPS6118625B2 JP S6118625 B2 JPS6118625 B2 JP S6118625B2 JP 54130860 A JP54130860 A JP 54130860A JP 13086079 A JP13086079 A JP 13086079A JP S6118625 B2 JPS6118625 B2 JP S6118625B2
- Authority
- JP
- Japan
- Prior art keywords
- rods
- elastic
- sub
- ceiling
- spar
- 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
- 238000010276 construction Methods 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229920002522 Wood fibre Polymers 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000002025 wood fiber Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【発明の詳細な説明】
この発明は、スラブからボルトまたは鉄線で野
縁受けを吊り、これに野縁を吊り下げて取り付
け、これに天井板又は仕上げ板を固着する従来の
三層工法における野縁受け工法を省き、野縁と天
井板又は仕上げ材とを固着する２層工法にて天井
を施工して工法を簡易にし手間を省くようにした
天井の施工工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION This invention is a method of constructing a field that is different from the conventional three-layer construction method, in which a field edge support is hung from a slab with bolts or iron wire, a field edge is hung and attached to this, and a ceiling board or finishing board is fixed to this. The present invention relates to a ceiling construction method which simplifies the construction method and saves labor by omitting the edge receiving method and constructing the ceiling by a two-layer construction method in which the edge and the ceiling board or finishing material are fixed.
従来、天井施工工法として、スラブからボルト
又は鉄線で野縁受けを吊り、これに野縁を吊り下
げて取り付け、これに天井板等の仕上げ材を固着
する三層工法が普通に行なわれている。 Traditionally, the three-layer construction method used for ceiling construction involves suspending a field fence from a slab with bolts or iron wire, hanging and attaching a field fence to this, and fixing finishing materials such as ceiling panels to this. .
この従来の三層工法では、工法が複雑にして手
間が掛かる問題点があつた。 This conventional three-layer construction method had the problem of being complicated and time-consuming.
これに対して、この出願の発明の両側に弾発性
翼板を設けた複数の長尺断面工形主桁杆と、複数
の断面Ｕ形等の短尺の弾力副桁杆と、天井板又は
仕上材とを用い、まず、その複数の主桁杆を適宜
間隔を隔てて水平に並列し、これを吊り下げボル
トにて、両側の壁間に吊り下げ架設し、その主桁
杆の各隣接間隔に、前記副桁杆を適宜間隔を隔て
て装入し、その各桁杆の各両端縁を、前記主桁杆
の弾発性翼板間に直角状に挿入し、その弾発力に
よつて副桁杆を、主桁杆の弾発性翼板の弾発力に
よつて弾圧挟着させて野縁構造体を構成し、その
野縁構造体の下面に、前記天井板又は仕上げ板を
ビス止めする等して固定して天井を施工している
ので、従来の三層工法における野縁受け工法が省
かれることになり、単に、野縁及び天井板又は仕
上げ材を固着する二層工法にて、天井を施工する
ことができることになり、従つて、天井の施工が
簡易となり、且つ手間が省かれて頗る有用であ
る。 In contrast, the invention of this application includes a plurality of long cross-section shaped main girder rods provided with elastic vanes on both sides, a plurality of short elastic sub-girder rods such as a U-shaped cross section, and a ceiling plate or First, the main girder rods are lined up horizontally at appropriate intervals using finishing materials, and then suspended between the walls on both sides using hanging bolts, and each adjacent main girder rod is Insert the sub-spar rods at appropriate intervals, insert each end edge of each spar rod at right angles between the elastic vanes of the main spar rod, and apply the elastic force. Therefore, the sub-spar rods are clamped together by the elastic force of the elastic vanes of the main girder rods to form a field edge structure, and the ceiling plate or the finishing material is applied to the lower surface of the field edge structure. Since the ceiling is constructed by fixing the boards with screws, etc., the conventional three-layer construction method for securing the roof edge is omitted, and it is simply a two-layer construction method that fixes the roof deck and ceiling board or finishing material. The ceiling can be constructed using the layered construction method, which simplifies the construction of the ceiling and saves time and effort, which is extremely useful.
この出願の発明を図面について説明する。 The invention of this application will be explained with reference to the drawings.
両側に弾発性翼板１１，１２を設けた複数の長
尺断面工形鋼材製の主桁杆２，２……………と、
複数の断面Ｕ形等の短尺鋼材製の弾力副桁杆３，
３と、木質繊維材を板状に一体に固めて成る建築
用材板等の天井板又は仕上材４とを用い、まず、
その複数の主桁杆２，２……………を適宜間隔
５，５……………を隔てて水平に並列し、これを
吊り下げボルト６，６……………にて、両側の壁
７１，７２間に吊り下げ架設し、その主桁杆２，
２……………の各隣接間隔５，５……………に、
前記副桁杆３，３……………を適宜間隔を隔てて
装入し、その各副桁杆３，３……………の各両端
縁８１，８２……………を、前記主桁杆２，２の
弾発性翼板１１，１２……………間に直角状に挿
入し、その弾発力によつて副桁杆を、主桁杆の弾
発性翼板の弾発力によつて弾圧挟着させて野縁構
造体９を構成し、その野縁構造体９の下面に、前
記天井板又は仕上げ板４をビス止めする等して固
定するものであつて、前記主桁杆２，２…………
…を、これに係着した適宜ハンガー１０，１０…
…………を介して吊り下げボルト６，６…………
…にて吊り下げ架設し、前記主桁杆２として、継
ぎ手１１，１１にて定尺のものを複数本継ぎ合わ
せて使用し、又は、前記副桁杆３として、底縁１
２に弾発力賦与の凹凸条１３を設けた断面Ｕ形の
鋼桁杆を使用するようにしたものである。 A plurality of main girder rods 2, 2 made of long cross-section engineered steel material provided with elastic vanes 1 1 , 1 2 on both sides,
Multiple elastic sub-girder rods made of short steel material such as U-shaped cross sections 3,
3 and a ceiling board or finishing material 4 such as a building board made of a wood fiber material solidified into a board shape, first,
The plurality of main girder rods 2, 2...... are arranged horizontally at appropriate intervals 5, 5... It is suspended between walls 7 1 and 7 2 , and its main girder rods 2,
At each adjacent interval 5, 5……………… of 2………,
The sub-girder rods 3, 3........ are inserted at appropriate intervals, and the respective opposite edges 81 , 82....... of each sub-girder rod 3, 3 ....... are , the elastic vanes 1 1 , 1 2 of the main spar rods 2, 2 are inserted at right angles between them, and their elastic force causes the auxiliary spar rods to bounce off the main spar rods. The roof plate or finishing plate 4 is fixed to the lower surface of the roof frame structure 9 by screwing or the like by clamping it elastically by the elastic force of the wing plates. The main girder rods 2, 2...
Appropriate hangers 10, 10... attached to...
…………Hanging bolts 6, 6………… through
..., and as the main girder rod 2, a plurality of fixed-length girder rods are used by joining them together at the joints 11, 11, or as the sub-girder rod 3, the bottom edge 1
2, a steel girder rod with a U-shaped cross section is used which is provided with uneven strips 13 for imparting elastic force.
この発明における副桁杆３は、フオーミングロ
ールを使用して帯状鋼板を屈曲加工して作製され
ている。 The sub-girder rod 3 in this invention is produced by bending a band-shaped steel plate using forming rolls.
このように、この出願の発明は施工されている
ので、主副桁杆が弾発的に係着されることにな
り、従来ののも野縁受け工法を廃して天井の施工
を簡易にすると共に手間が省かれ頗る有用であ
る。 As described above, since the invention of this application is being constructed, the main and sub-girder rods are anchored elastically, which simplifies the construction of the ceiling by abolishing the conventional method of constructing the ceiling. It is also extremely useful as it saves time and effort.
第１図はこの発明の施工工法の実施例の配置側
面図、第２図は第１図−線断面図、第３図は
第２図Ａ部拡大斜視図、第４図は第３図拡大平面
図、第５図は第４図−線断面図、第６図、第
７図、第８図、第９図は第５図−線、−
線、−線、−線断面図を示す。
図面において、１１，１２は翼板、２は主桁
杆、３は副桁杆、４は天井板又は仕上材、５は間
隔、６は吊り下げボルト、７１，７２は壁、８
１，８２は副桁杆の両端縁、９は野縁構造体を示
す。
Figure 1 is a side view of the layout of an embodiment of the construction method of this invention, Figure 2 is a sectional view taken along the line of Figure 1, Figure 3 is an enlarged perspective view of section A in Figure 2, and Figure 4 is an enlarged view of Figure 3. A plan view, FIG. 5 is a sectional view taken along the line of FIG. 4, and FIGS. 6, 7, 8, and 9 are taken along the line of FIG.
A line, - line, - line sectional view is shown. In the drawing, 1 1 , 1 2 are wing plates, 2 is a main spar rod, 3 is a sub-spar rod, 4 is a ceiling plate or finishing material, 5 is a gap, 6 is a hanging bolt, 7 1 , 7 2 is a wall, 8
1 , 8 and 2 indicate both ends of the sub-girder rod, and 9 indicates a field edge structure.
Claims (1)
形主桁杆と、複数の断面Ｕ形等の短尺の弾力副桁
杆と、天井板又は仕上材とを用い、まず、その複
数の主桁杆を適宜間隔を隔てて水平に並列し、こ
れを吊り下げボルトにて、両側の壁間に吊り下げ
架設し、その主桁杆の各隣接間隔に、前記副桁杆
を適宜間隔を隔てて装入し、その各桁杆の各両端
縁を、前記主桁杆の弾発性翼板間に直角状に挿入
し、その弾発力によつて副桁杆を、主桁杆の弾発
性翼板の弾発力によて弾圧挟着させて野縁構造体
を構成し、その野縁構造体の下面に、前記天井板
又は仕上げ板をビス止めする等して固定すること
を特徴とする天井の施工工法。1. Using a plurality of long cross-section shaped main girder rods with elastic wing plates on both sides, a plurality of short elastic sub-girder rods such as U-shaped cross sections, and a ceiling plate or finishing material, first, A plurality of main girder rods are arranged horizontally in parallel at appropriate intervals, and these are suspended between the walls on both sides using hanging bolts, and the sub-girder rods are placed at appropriate intervals between the main girder rods. The two ends of each spar rod are inserted at right angles between the elastic vanes of the main spar rod, and the elastic force of the spar rods causes the sub-spar rod to A field edge structure is formed by clamping elastically with the elastic force of the elastic wing plates of the rods, and the ceiling board or finishing board is fixed to the lower surface of the field edge structure by screwing, etc. A ceiling construction method that is characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13086079A JPS5655650A (en) | 1979-10-12 | 1979-10-12 | Installation of ceiling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13086079A JPS5655650A (en) | 1979-10-12 | 1979-10-12 | Installation of ceiling |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5655650A JPS5655650A (en) | 1981-05-16 |
| JPS6118625B2 true JPS6118625B2 (en) | 1986-05-13 |
Family
ID=15044383
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13086079A Granted JPS5655650A (en) | 1979-10-12 | 1979-10-12 | Installation of ceiling |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5655650A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0178424U (en) * | 1987-11-13 | 1989-05-26 |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2750383B2 (en) * | 1988-06-15 | 1998-05-13 | 奥地建産株式会社 | Ceiling base structure |
-
1979
- 1979-10-12 JP JP13086079A patent/JPS5655650A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0178424U (en) * | 1987-11-13 | 1989-05-26 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5655650A (en) | 1981-05-16 |
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