JPS5924443U - Tsuchiruyama enclosure panel - Google Patents
Tsuchiruyama enclosure panelInfo
- Publication number
- JPS5924443U JPS5924443U JP11658882U JP11658882U JPS5924443U JP S5924443 U JPS5924443 U JP S5924443U JP 11658882 U JP11658882 U JP 11658882U JP 11658882 U JP11658882 U JP 11658882U JP S5924443 U JPS5924443 U JP S5924443U
- Authority
- JP
- Japan
- Prior art keywords
- steel material
- section
- straight
- welded
- cross
- 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
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
第１図は従前工法の平面図、第２図は従前工法の平面図
で支保工を強固にしたものを示す。第３図は本考案の各
部材をもって組み立てた土留山開パネルの平面図、第４
図は施工順を説明するための斜視図、第５図は素鋼材の
正面図、第６図はコーナ一部材の斜視図、第７図は直状
部材の斜視図、第８図はボルト孔裏込用孔およびメクラ
蓋の構成を示す断面図、第９図は挟板の斜視図、第１０
図は作業部版の正面図、第１１図は作業部版を分解した
正面図である。
１・・・・・・コーナ一部材、２・・・・・・直状部材
、２０・・・・・・素鋼材、２３・・・・・・燵粱、２
４・・・・・・側板、２５・・・・・・ボルト孔、２６
・・・・・・上辺、２７・・・・・・下辺、２３・・・
・・・締め付は部材。
第５図
第６図Figure 1 is a plan view of the conventional construction method, and Figure 2 is a plan view of the conventional construction method with reinforced shoring. Figure 3 is a plan view of the Tsuchireyama open panel assembled with each component of the present invention, Figure 4
The figure is a perspective view to explain the construction procedure, Figure 5 is a front view of the raw steel, Figure 6 is a perspective view of a corner part, Figure 7 is a perspective view of a straight member, and Figure 8 is a bolt hole. 9 is a cross-sectional view showing the structure of the back-filling hole and the blind cover, FIG. 9 is a perspective view of the sandwich plate, and FIG.
The figure is a front view of the working part plate, and FIG. 11 is an exploded front view of the working part plate. 1... corner member, 2... straight member, 20... raw steel material, 23... 燵粱, 2
4... Side plate, 25... Bolt hole, 26
...Top side, 27...Bottom side, 23...
...The tightening is done by the parts. Figure 5 Figure 6
Claims (1)
々形成する寸法を公倍数とするリップみそ形鋼と称する
鋼材を素鋼材２０とし、この断面の寸法比を基準とした
公倍数の適宜所望長さの２挺の素鋼材２０を互に幅広面
を外側の立面となるようにして、その一方の端部を直角
につき合せ、且つ、これを溶着して一体化すると共に、
内側の双方の非溶着端部付近に一本の直状鋼杆の両端を
溶着してこれを燵粱２３とし、この燵粱２３を有するコ
ーナ一部材１と、前記素鋼材２０をその断面の寸法比を
基準とした任意所望の公倍数を長さとする直状部材２と
を形成し、前記のコーチ一部材１および直状部材２の各
々の端部を側板２４をもって閉鎖し、この側板２４と、
コーナ一部材１および直状部材２における上辺２６なら
びに下辺２７に前記寸法比を基準とした適宜所望位置に
等間隔をもってボルト孔２５を穿設形成し、これ等コー
ナ一部材１と直状部材２と、前記各ボルト孔２５に挿入
し、且つ、他の前記構成部材と連結固着することができ
るボルト・ナツトよりなる締め付は部材３３とを組み合
せて成る土留山間用パネル。The raw steel material 20 is a steel material called a lip miso section steel whose common multiples are the dimensions of the vertical, horizontal, and folded portions that form a substantially C-shaped cross section, and the common multiple is set appropriately based on the dimension ratio of this cross section. Two lengths of raw steel material 20 are made so that the wide side becomes the outer vertical surface, and one end of the steel material 20 is aligned at a right angle, and they are welded and integrated,
Both ends of a straight steel rod are welded to the vicinity of both non-welded ends on the inner side to form a cylindrical rod 23, and a corner member 1 having this cylindrical rod 23 and the raw steel material 20 are combined into a cross section of the steel rod 20. A straight member 2 whose length is an arbitrary desired common multiple based on the dimensional ratio is formed, each end of the coach member 1 and the straight member 2 is closed with a side plate 24, and this side plate 24 and ,
Bolt holes 25 are drilled and formed at equal intervals at appropriate desired positions on the upper side 26 and lower side 27 of the corner member 1 and the straight member 2 based on the above-mentioned size ratio, and the corner member 1 and the straight member 2 are and a tightening member 33 made of bolts and nuts that can be inserted into each of the bolt holes 25 and connected and fixed to the other component members.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11658882U JPS5924443U (en) | 1982-07-31 | 1982-07-31 | Tsuchiruyama enclosure panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11658882U JPS5924443U (en) | 1982-07-31 | 1982-07-31 | Tsuchiruyama enclosure panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS5924443U true JPS5924443U (en) | 1984-02-15 |
Family
ID=30268697
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11658882U Pending JPS5924443U (en) | 1982-07-31 | 1982-07-31 | Tsuchiruyama enclosure panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5924443U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100635928B1 (en) * | 2006-03-07 | 2006-10-18 | (주)공간에이엔앰건축사사무소 | Land-side protection wall of appartment house |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5540008B2 (en) * | 1976-05-21 | 1980-10-15 | ||
| JPS55159025A (en) * | 1979-05-30 | 1980-12-10 | Kawatetsu Kizai Kogyo Kk | Construction method for disk type foundation |
-
1982
- 1982-07-31 JP JP11658882U patent/JPS5924443U/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5540008B2 (en) * | 1976-05-21 | 1980-10-15 | ||
| JPS55159025A (en) * | 1979-05-30 | 1980-12-10 | Kawatetsu Kizai Kogyo Kk | Construction method for disk type foundation |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100635928B1 (en) * | 2006-03-07 | 2006-10-18 | (주)공간에이엔앰건축사사무소 | Land-side protection wall of appartment house |
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