JPH0213549Y2 - - Google Patents

Info

Publication number
JPH0213549Y2
JPH0213549Y2 JP13353884U JP13353884U JPH0213549Y2 JP H0213549 Y2 JPH0213549 Y2 JP H0213549Y2 JP 13353884 U JP13353884 U JP 13353884U JP 13353884 U JP13353884 U JP 13353884U JP H0213549 Y2 JPH0213549 Y2 JP H0213549Y2
Authority
JP
Japan
Prior art keywords
flint
shaped steel
corner
bolts
steel
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
Application number
JP13353884U
Other languages
Japanese (ja)
Other versions
JPS6150133U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP13353884U priority Critical patent/JPH0213549Y2/ja
Publication of JPS6150133U publication Critical patent/JPS6150133U/ja
Application granted granted Critical
Publication of JPH0213549Y2 publication Critical patent/JPH0213549Y2/ja
Expired legal-status Critical Current

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  • Finishing Walls (AREA)
  • Building Environments (AREA)
  • Supports Or Holders For Household Use (AREA)

Description

【考案の詳細な説明】 産業上の利用分野 この考案は、鋼製山止め材の腹起しを支持する
ための一体化された隅火打に関するものである。
[Detailed description of the invention] Industrial field of application This invention relates to an integrated corner flint for supporting the rise of a steel hemlock.

従来の技術 従来の鋼製山止め材としては鋼矢板を腹起しと
切梁などの支持材で支持し、腹起しには第4図お
よび第5図に示すような段違いの火打が設けられ
ていた。すなわち、直交する腹起し20,21は
入隅において上下に重ねられ、それぞれ腹起し2
0,21にボルト締め22,23されたL字形の
受金24,25との間にモルタル26を充填して
その位置を固定し、火打27は腹起し20にボル
ト締め28された火打材29と腹起し21にボル
ト締め30された火打材31とをその中心部にお
いてボルト締め32によつて結合することによつ
て構成されていた。
Conventional technology Conventional steel piles are made by supporting steel sheet piles with support materials such as sills and struts, and the sills are provided with flints at different levels as shown in Figures 4 and 5. It was getting worse. In other words, the orthogonal ribs 20 and 21 are stacked one on top of the other at the inside corner, and each
Mortar 26 is filled between L-shaped supports 24 and 25 which are bolted to bolts 22 and 23 at 0 and 21 to fix their positions, and flint 27 is a flint material which is bolted to 20 and bolted 28. 29 and a flint material 31 which is bolted 30 to the upright 21, and are connected at the center by bolts 32.

考案が解決しようとする問題点 上記従来の火打は腹起し20,21が上下に重
なつているため火打27自体も上下に重ねて設け
たものを結合して取付ける必要があり、しかも斜
めに取付けるので火打を4個の部材に分け、それ
らをそれぞれボルト締め28,30,32しなけ
ればならず、また火打だけでは腹起しの端部の入
隅部分の支持が十分でないためL字形の受金2
4,25をボルト締め22,23する必要があつ
た。そのため部材数は6個、1個所に4〜12本の
ボルトを使用するので数10本のボルト締めを必要
とし組立解体に多くの手間を要した。
Problems to be Solved by the Invention In the above-mentioned conventional flint, the flints 20 and 21 are stacked one on top of the other, so the flint 27 itself has to be installed by combining the two stacked vertically. To install the flint, it is necessary to divide it into four parts and tighten them with bolts 28, 30, and 32, respectively.Furthermore, since the flint alone is not sufficient to support the inside corner of the end of the upright, the L-shaped Receipt 2
It was necessary to tighten bolts 22 and 23 at 4 and 25. Therefore, the number of parts was 6, and 4 to 12 bolts were used in each location, so several dozen bolts had to be tightened, and assembly and disassembly required a lot of effort.

そして、ボルト締め部分22,23,28,3
0,32は、せん断力が集中するためボルトのせ
ん断抵抗力を確保するには部材接合面が密着する
とともにボルト孔の精度が要求されるが、部材の
加工精度は不良な場合が多く、また腹起しの直交
度が不良などのため部材間に隙間が生じたり、ボ
ルト孔が一致しないなどのケースが生じる場合が
しばしばあり、現場でガス切断機で孔を開け直す
などの手作業で施工することがあるなどボルトの
せん断抵抗力が十分に確保されていない場合が生
じていた。また、掘削に伴ない土圧がかかるに連
れて架構が変形しボルトに緩みが生じるので締め
直しが必要で、施工に手数を要するなどの問題点
があつた。
And bolt tightening parts 22, 23, 28, 3
0 and 32, the shear force is concentrated, so in order to ensure the shear resistance of the bolt, the joint surfaces of the parts must be in close contact and the bolt holes must be precise, but the machining accuracy of the parts is often poor, and There are often cases where gaps occur between parts due to poor perpendicularity of the face-up, or bolt holes do not match, so construction is done manually by re-drilling the holes with a gas cutter on-site. In some cases, bolts did not have sufficient shear resistance. In addition, as the earth pressure is applied due to excavation, the structure deforms and the bolts become loose, requiring retightening, making construction time-consuming.

問題点を解決するための手段 上記の問題点を解決するため、この考案におい
ては、一方のL形鋼上に他方のL形鋼をその先端
において直交させ、各L形鋼の先端にそれぞれ受
け板を取付け、各L形鋼の間に火打を取付けて一
体とした鋼製山止め材の隅火打の手段を講じるも
のである。
Means for Solving the Problems In order to solve the above problems, in this invention, one L-shaped steel is perpendicular to the other L-shaped steel at its tip, and each L-shaped steel is received at its tip. A plate is attached and a flint is installed between each L-beam to provide a corner flint for the integrated steel mountain stopper.

実施例 この考案の実施例を図面に基づいて説明する。Example An embodiment of this invention will be described based on the drawings.

第1図は、この考案の1実施例を示すもので、
隅火打は、L形鋼1,2をその先端3において上
下に重なるように直交させ、各L形鋼1,2の先
端3にそれぞれ受け板4,5を直立するように溶
接し、各L形鋼1,2の受け板4,5間に火打6
を、先端部間に火打7を、後端部間に火打8を斜
状に溶接して取付けることによつて一体として構
成されている。
Figure 1 shows one embodiment of this invention.
Corner flint is made by aligning the L-beams 1 and 2 orthogonally so that their tips 3 overlap vertically, and welding receiving plates 4 and 5 to the tips 3 of each L-beam 1 and 2 so that they stand upright. Flint 6 between receiving plates 4 and 5 of shaped steel 1 and 2
are integrally constructed by obliquely welding and attaching a flint 7 between the front end portions and a flint 8 between the rear end portions.

図中、9はボルト孔、10,11は火打の水平
材を示すものである。
In the figure, 9 is a bolt hole, and 10 and 11 are flint horizontal members.

この鋼製山止め材の隅火打を使用するには、第
2図および第3図に示すように鋼製山止め壁の所
定位置にブラケツト12,13を取付け、このブ
ラケツト12,13に一体化した隅火打を載置
し、そのL形鋼1,2上に腹起し14,15を載
置し、一方のL形鋼1と腹起し14とをボルト孔
9にボルト9aを挿通して取付け、L形鋼1の直
立板1aと腹起し14を密着させた後、腹起し1
4の端部14aの間にモルタル16を充填すると
ともに、他方のL形鋼2の直立板2aおよび受け
板5と腹起し15との間にモルタル17を充填す
るものである。この場合、ボルト孔9にボルト9
aを挿通する代わりに、L形鋼1の直立板1aと
腹起し14の間にモルタルを充填してもよい。
In order to use the corner flints of this steel retaining material, as shown in Figures 2 and 3, brackets 12 and 13 are installed at predetermined positions on the steel retaining wall, and the brackets 12 and 13 are integrated into the Then place the corner flints 14 and 15 on the L-beams 1 and 2, and insert the bolts 9a into the bolt holes 9 between the L-beams 1 and the risers 14. After installing and bringing the upright plate 1a of the L-shaped steel 1 into close contact with the upright 14,
Mortar 16 is filled between the ends 14a of the other L-shaped steel 2, and mortar 17 is filled between the upright plate 2a and the receiving plate 5 of the other L-shaped steel 2, and the riser 15. In this case, bolt 9 is inserted into bolt hole 9.
Instead of inserting the L-beam 1, mortar may be filled between the upright plate 1a of the L-beam 1 and the riser 14.

なお、本体工事に際しては、地下階床のコンク
リート打設後、直上の切梁を解体するので隅火打
が本体の隅柱の妨げとなることはない。
During construction of the main building, the struts directly above will be dismantled after concrete is poured for the basement floor, so the corner flint will not interfere with the corner pillars of the main building.

考案の効果 この考案は、腹起し取付け用のL形鋼と火打材
を一体に構成して隅火打としたので、従来の火打
において多数の部材を数10本のボルトで締付けた
もののように取付けに多くの手間を要することな
くブラケツト上にL形鋼の部分を載置し、一方の
L形鋼と腹起しをボルトで取付けるか、またはL
形鋼と腹起しとの間にモルタルを充填し、他方の
L形鋼と腹起しとの間にモルタルを充填するだけ
できわめて簡単に取付けることができ、また架払
いの手間も同様に大幅に省くことができ工期を短
縮することができる。そして工数を少なくできる
ので工費を安くすることができる。
Effects of the invention This invention integrates the L-shaped steel for mounting on the belly and the flint material to form a corner flint, so it is similar to the conventional flint where many parts are tightened with several dozen bolts. You can place the L-shaped steel part on the bracket without requiring much effort for installation, and attach one L-shaped steel part and the stand-up with bolts, or
It can be installed very easily by simply filling mortar between the section steel and the upright, and filling mortar between the other L-shaped steel and the upright, and the time and effort required to remove the bridge is also greatly reduced. This can shorten the construction period. In addition, since the number of man-hours can be reduced, the construction cost can be reduced.

また、隅火打を一体化したのでボルト締めのよ
うな緩みが出ないので締め直しを行う必要がな
く、ボルトのせん断がないので安全であり、L形
鋼上に腹起しを載置してモルタルを充填するので
腹起しの長さの調整を容易に行うことができ施工
が容易である。
In addition, since the corner flint is integrated, there is no need to retighten as there is no loosening like when tightening bolts, and there is no shearing of the bolt, so it is safe. Since it is filled with mortar, it is easy to adjust the length of the riser and construction is easy.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は、この考案の1実施例を示すもので、第
1図は隅火打を示す斜視図、第2図および第3図
は隅火打に腹起しを取付けたところを示すもの
で、第2図は平面図、第3図は正面図、第4図お
よび第5図は従来の火打の取付け状態を示すもの
で、第4図は平面図、第5図は第4図のV−V線
における切断正面図である。 1……L形鋼、2……L形鋼、3……先端、4
……受け板、5……受け板、6……火打、7……
火打、8……火打。
The drawings show one embodiment of this invention; Fig. 1 is a perspective view showing a corner flint; Figs. 2 and 3 show a corner flint with a belly raised; The figure is a plan view, Figure 3 is a front view, Figures 4 and 5 show how the conventional flint is installed, Figure 4 is a plan view, and Figure 5 is taken along the V-V line in Figure 4. FIG. 1... L-shaped steel, 2... L-shaped steel, 3... Tip, 4
...Receiver board, 5...Receiver board, 6...Filte, 7...
Flint, 8... Flint.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 一方のL形鋼1上に他方のL形鋼2をその先端
3において直交させ、各L形鋼1,2の先端3に
それぞれ受け板4,5を取付け、各L形鋼1,2
の間に火打6,7,8を取付けて一体とした鋼製
山止め材の隅火打。
On one L-shaped steel 1, the other L-shaped steel 2 is orthogonally crossed at its tip 3, and receiving plates 4, 5 are attached to the tip 3 of each L-shaped steel 1, 2, respectively.
A corner flint made of steel that is integrated with flints 6, 7, and 8 installed between them.
JP13353884U 1984-09-04 1984-09-04 Expired JPH0213549Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13353884U JPH0213549Y2 (en) 1984-09-04 1984-09-04

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13353884U JPH0213549Y2 (en) 1984-09-04 1984-09-04

Publications (2)

Publication Number Publication Date
JPS6150133U JPS6150133U (en) 1986-04-04
JPH0213549Y2 true JPH0213549Y2 (en) 1990-04-13

Family

ID=30692080

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13353884U Expired JPH0213549Y2 (en) 1984-09-04 1984-09-04

Country Status (1)

Country Link
JP (1) JPH0213549Y2 (en)

Also Published As

Publication number Publication date
JPS6150133U (en) 1986-04-04

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