JP2551298Y2 - Retaining wall steel building guide - Google Patents

Retaining wall steel building guide

Info

Publication number
JP2551298Y2
JP2551298Y2 JP1989139528U JP13952889U JP2551298Y2 JP 2551298 Y2 JP2551298 Y2 JP 2551298Y2 JP 1989139528 U JP1989139528 U JP 1989139528U JP 13952889 U JP13952889 U JP 13952889U JP 2551298 Y2 JP2551298 Y2 JP 2551298Y2
Authority
JP
Japan
Prior art keywords
long ruler
steel
retaining wall
screw
leg
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 - Lifetime
Application number
JP1989139528U
Other languages
Japanese (ja)
Other versions
JPH0379334U (en
Inventor
正人 大堀
Original Assignee
正人 大堀
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 by 正人 大堀 filed Critical 正人 大堀
Priority to JP1989139528U priority Critical patent/JP2551298Y2/en
Publication of JPH0379334U publication Critical patent/JPH0379334U/ja
Application granted granted Critical
Publication of JP2551298Y2 publication Critical patent/JP2551298Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Bulkheads Adapted To Foundation Construction (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

【考案の詳細な説明】 イ 産業上の利用分野 本考案は地盤に穿孔した連続孔にH形鋼等の支柱鋼材
を建込む際に用いる土留め壁鋼材建込み用ガイドに関す
る。
[Detailed description of the present invention] (a) Industrial application field The present invention relates to a guide for building a retaining wall steel material used when a supporting steel material such as an H-section steel is built in a continuous hole drilled in the ground.

ロ 従来の技術 従来、支柱鋼材入りの土留め壁を形成する場合は、先
ずアースオーガを用いて地盤に連続孔を穿孔し、第5図
に示すように孔1,孔3,孔5にそれぞれH形鋼の支柱鋼材
1a,5aを建込み、次にこれら支柱鋼材の側面にL形鋼の
長尺定規材6を当て、支柱鋼材1a,5aを建込み、次に支
柱鋼材1a,5aと長尺定規材6を別体のクランプ型締付け
具B1,B1で固定し、支柱鋼材1a,5aを建込み、長尺定規材
6の側面をガイドにして、孔2、孔4にそれぞれ支柱鋼
材2a,4a(第4図参照)を建込む工法を順次続けること
により実施していた。
(B) Conventional technology Conventionally, when forming a retaining wall containing steel columns, first, a continuous hole is drilled in the ground using an earth auger, and holes 1, 3, and 5 are respectively formed as shown in FIG. H-section steel columns
1a, 5a are built, and then the long ruler 6 of the L-shaped steel is applied to the side surfaces of these support steels, the support steels 1a, 5a are built, and then the support steels 1a, 5a and the long ruler 6 are attached. It is fixed with separate clamp-type fasteners B1 and B1, the column steel members 1a and 5a are erected, and the column steel members 2a and 4a (the fourth (Refer to the figure).

ハ 考案が解決しようとする課題 従来例は、クランプ型の締付け具B1の長尺定規材6に
対して、分離できる別体のものにしているために、長尺
定規材6の支柱鋼材への取付け取外しに際し、締付け具
B1を孔内へ落してしまうことがあり、したがって常に替
えの締付け具を数個用意しなければならず、極めて不経
済であり、また着脱時の取り扱いも非能率であった。本
考案はこの従来例の欠点課題を解決しようとするもの
で、長尺定規材に対し締付け具が付着されて失うことが
なく、長尺定規材をH形鋼に固定するに際し、便利に取
り扱いうる土留め壁鋼材建込み用ガイドを得ることを目
的とする。
(C) Problems to be solved by the invention In the conventional example, the long ruler 6 of the clamp type is separated from the long ruler 6 of the clamp type, so that the long ruler 6 can be separated from the supporting steel. When mounting and removing, tighten
B1 may fall into the hole, so that several replacement fasteners must always be prepared, which is extremely uneconomical and inefficient in handling when attaching and detaching. The present invention is intended to solve the drawbacks of the conventional example, and does not lose the fasteners attached to the long ruler material, so that it can be conveniently handled when fixing the long ruler material to the H-section steel. An object of the present invention is to obtain a guide for building a steel retaining wall.

ニ 課題を解決するための手段 本考案は、第1図、第2図に例示するように、 一方の脚部8aに支柱鋼材1aを挟持するための締付けネ
ジ7を有する、クランプ型の締付け具Bを、長尺定規材
6の両端に設けるに際し、同長尺定規材に、その長手方
向に沿って移動可能な滑り子10を脱落不能に設け、且つ
同滑り子と、前記締付け具の締付けネジ7のない側の脚
部8bとを、ピン10aによって連結して、同長尺定規材6
を締付け具Bに対して揺動可能にし、同長尺定規材6と
前記締付けネジ7との間に支柱鋼材1aを挟入できる空間
を形成して成る土留め壁鋼材建込み用ガイドである。
D. Means for Solving the Problems As shown in FIGS. 1 and 2, the present invention provides a clamp-type fastening tool having a fastening screw 7 for holding a supporting steel member 1a on one leg 8a. When B is provided at both ends of the long ruler member 6, a slider 10 movable along the longitudinal direction is provided on the long ruler member so as not to fall off, and tightening of the slider and the fastener is performed. The leg 8b on the side without the screw 7 is connected by a pin 10a, and
Is a rock retaining wall steel guide for forming a retaining wall wall in which a space is formed between the long ruler member 6 and the tightening screw 7 so that the supporting column steel member 1a can be inserted therebetween. .

ホ 作用 第4図において、Aは土留め壁で連続柱列孔1〜5‥
にセメントミルクを注入して各孔にH形鋼の支柱鋼材1a
〜5a‥を建込んだものである。この土留め壁Aの構築に
際しては、アースオーガを用いて孔1〜孔5を穿孔しな
がらセメントミルクを注入し、先ず孔1,孔3,孔5のそれ
ぞれに支柱鋼材1a,3a,5aを建込む。締付け具Bは、長尺
定規材6の長手方向に沿って移動可能に取り付けた滑り
子10と、締付け具Bの締付けネジ7のない側の脚部8bと
を連結するピン10aを中心として、締付け具Bが揺動し
て、長尺定規材6と締付けネジ7との間に支柱鋼材1aを
挟入できる空間が形成されるので、長尺定規材6を支柱
鋼材1a,3a,5aの側面に当て、同空間に支柱鋼材1a,5aの
フランジ部fを入れて締付けネジ7を廻して締付け、第
3図(b)に示すように締付け具Bによって長尺定規材
6を支柱鋼材1a,5aに固定する。この際、支柱鋼材1a,5a
のフランジ部fの位置が締付け具Bの位置と合わないと
きは、滑り子10を長尺定規材6に沿って移動させ、締付
け具Bの位置を調整してフランジ部fを挟持する。そし
て長尺定規材6をガイドにして孔2,孔4のそれぞれに支
柱鋼材2a,4aを建込む。この工程が終わると締付けネジ
7を緩めて、締付け具Bを支柱鋼材1a,5aから外し、以
下同様の作業を進めて土留め壁Aの全体を完成する。締
付け具Bは長尺定規材6に取付けられているので支柱鋼
材からの着脱に際して、孔内へ転落することがない。
E Action In FIG. 4, A is a retaining wall, and continuous column holes 1 to 5 mm.
Injecting cement milk into each hole and supporting H-section steel 1a
~ 5a ‥ built. In constructing the retaining wall A, cement milk is poured while drilling the holes 1 to 5 using an earth auger, and first, the strut steel materials 1a, 3a, 5a are respectively inserted into the holes 1, 3, and 5. Stand up. The fastening tool B is centered on a pin 10a connecting the slider 10 movably attached along the longitudinal direction of the long ruler member 6 and the leg 8b of the fastening tool B on the side where the fastening screw 7 is not provided. Since the fastener B swings and a space is formed between the long ruler member 6 and the tightening screw 7 so that the column steel member 1a can be sandwiched between the long ruler member 6 and the tightening screw 7, the long ruler member 6 is connected to the column steel member 1a, 3a, 5a. The flanges f of the supporting steel members 1a and 5a are put in the same space, and the tightening screws 7 are turned. The long ruler 6 is fixed to the supporting steel members 1a by the tightening tool B as shown in FIG. , 5a. At this time, support steel materials 1a, 5a
When the position of the flange portion f does not match the position of the fastener B, the slider 10 is moved along the long ruler member 6 to adjust the position of the fastener B to clamp the flange portion f. Then, using the long ruler member 6 as a guide, the column steel members 2a and 4a are built in the holes 2 and 4 respectively. When this step is completed, the fastening screw 7 is loosened, the fastening tool B is removed from the column steel materials 1a and 5a, and the same operation is performed thereafter to complete the entire retaining wall A. Since the fastener B is attached to the long ruler member 6, it does not fall into the hole when the fastener B is attached to or detached from the steel column.

ハ 実施例 本考案による土留め壁鋼材建込み用ガイドの一実施例
を、第1図,第2図によって説明する。Bは長尺定規材
6の両端に設けるクランプ型の締付け具である。8は同
締付け具の本体で、長い側の脚部8aにはハンドル7a付き
の締付けネジ7が内向きに螺着されている。9はL型鋼
から成る長尺定規材6の一辺の背面に長手方向に沿って
固定した、断面リップ形の案内枠で、同案内枠9には脱
落不能に滑り子10が緩嵌されて長尺定規材6の長手方向
に沿って移動可能になっている。10aは滑り子10の柄部9
aと本体8の締付けネジのない側の脚部8bの下端を連結
するピンで、これで長尺定規材6が揺動可能となり、且
つ下方を開いて前記脚部8aとの間に開口部11を形成す
る。前記ピン10aの位置は締付けネジ7の進行方向に略
々対向して設けられる。7bは脚8aから開口部11へ突出す
る締付けネジ7の内端の座板である。この座板はなくと
もよい。この締付けネジ7の内端(座板7b)と長尺定規
材6との空間に支柱鋼材1a,5aのフランジ部fの上端を
挿入し、第3図(a)に示すように締付けネジ7を螺進
させると、長尺定規材6がフランジ部fに当接し、ネジ
端と長尺定規材6とによってフランジ部fが挟持され
て、第3図(b)に示すように長尺定規材6がが支柱鋼
材1a,5aに固定される。よって長尺定規材6をガイドと
して支柱鋼材1a,5a間の孔に他の支柱鋼材を整列させて
建込むことができる。
(C) Embodiment One embodiment of the guide for building a retaining wall steel material according to the present invention will be described with reference to FIGS. 1 and 2. FIG. B is a clamp-type fastening tool provided at both ends of the long ruler member 6. Reference numeral 8 denotes a main body of the tightening tool. A tightening screw 7 with a handle 7a is screwed inward on the long leg 8a. Reference numeral 9 denotes a lip-shaped guide frame fixed along the longitudinal direction to the back of one side of the long ruler member 6 made of L-shaped steel. The ruler 6 can be moved along the longitudinal direction. 10a is the handle 9 of the slider 10
a pin connecting the lower end of the leg 8b on the side of the main body 8 where the tightening screw is not provided, so that the long ruler 6 can swing, and the lower part is opened to open an opening between the leg 8a and the leg 8a. Form 11. The position of the pin 10a is provided substantially opposite to the traveling direction of the tightening screw 7. 7b is a seat plate at the inner end of the tightening screw 7 protruding from the leg 8a to the opening 11. This seat plate is not required. The upper end of the flange portion f of the supporting steel members 1a, 5a is inserted into the space between the inner end (the seat plate 7b) of the tightening screw 7 and the long ruler member 6, and the tightening screw 7 is inserted as shown in FIG. When the screw is advanced, the long ruler member 6 comes into contact with the flange portion f, and the flange portion f is sandwiched between the screw end and the long ruler member 6, and as shown in FIG. The member 6 is fixed to the column steel members 1a and 5a. Therefore, another pillar steel material can be aligned and built in the hole between the pillar steel materials 1a and 5a using the long ruler 6 as a guide.

ト 考案の効果 本考案は、一方の脚部8aに支柱鋼材1aを挟持するため
の締付けネジ7を有する、クランプ型の締付け具Bを、
長尺定規材6の両端に設けるに際し、同長尺定規材に、
その長手方向に沿って移動可能な滑り子10を脱落不能に
設け、且つ同滑り子と、前記締付け具の締付けネジ7の
ない側の脚部8bとを、ピン10aによって連結して、同長
尺定規材を締付け具Bに対して揺動可能にし、同長尺定
規材6と前記締付けネジ7との間に支柱鋼材1aを挟入で
きる空間を形成してあるから、土留め壁の構築に当たっ
て締付け具Bが孔に落ち込んで失われることがなく、ま
た締付け具Bを移動させて位置の調節ができ、長尺定規
材と締付け具を一括した状態で能率良く取り扱うことが
できる。
(G) Effects of the present invention The present invention provides a clamp-type tightening tool B having a tightening screw 7 for holding the supporting steel member 1a on one leg 8a.
When providing at both ends of the long ruler material 6,
A slider 10 movable along the longitudinal direction is provided so as not to fall off, and the slider is connected to a leg 8b of the fastener without the fastening screw 7 by a pin 10a. Since the ruler is swingable with respect to the fastener B and a space is formed between the ruler 6 and the tightening screw 7 so that the supporting steel member 1a can be sandwiched between the ruler B and the fastening ruler B. In this case, the fastener B does not fall into the hole and is lost, and the position of the fastener B can be adjusted by moving the fastener B, so that the long ruler and the fastener can be efficiently handled in a lump.

【図面の簡単な説明】[Brief description of the drawings]

第1図は本考案の一実施例の側面図、第2図は同上の背
面図、第3図(a)(b)はそれぞれ作用を示す側面図
と用い方を示す縮小上面図、第4図は完成した土留め壁
の上面図、第5図は従来例の上面図である。 図中、A……土留め壁、B……締付け具、1〜5……連
続孔、1a〜5a……支柱鋼材、6……長尺定規材、7……
締付けネジ、7b……座板(ネジ内端)、8……締付け具
の本体、9……リップ形の案内枠、10……滑り子、10a
……ピン
FIG. 1 is a side view of an embodiment of the present invention, FIG. 2 is a rear view of the same, FIGS. 3 (a) and 3 (b) are side views showing the operation, and a reduced top view showing how to use them. FIG. 5 is a top view of the completed earth retaining wall, and FIG. 5 is a top view of the conventional example. In the figure, A: earth retaining wall, B: fastening tool, 1 to 5: continuous hole, 1a to 5a: support steel material, 6: long ruler material, 7:
Tightening screw, 7b ... Seat plate (inner end of screw), 8 ... Main body of tightening tool, 9 ... Lip-shaped guide frame, 10 ... Slider, 10a
……pin

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】一方の脚部(8a)に支柱鋼材(1a)を挟持
するための締付けネジ(7)を有する、クランプ型の締
付け具(B)を、長尺定規材(6)の両端に設けるに際
し、同長尺定規材に、その長手方向に沿って移動可能な
滑り子(10)を脱落不能に設け、且つ同滑り子と、前記
締付け具の締付けネジ(7)のない側の脚部(8b)と
を、ピン(10a)によって連結して、同長尺定規材
(6)を締付け具(B)に対して揺動可能にし、同長尺
定規材(6)と前記締付けネジ(7)との間に支柱鋼材
(1a)を挟入できる空間を形成して成る土留め壁鋼材建
込み用ガイド
1. A clamp-type fastening tool (B) having a fastening screw (7) for holding a supporting steel member (1a) on one leg (8a) is provided at both ends of a long ruler (6). In this case, a slider (10) movable along the longitudinal direction is provided on the same long ruler member so as not to fall off, and the slider and the side of the fastener having no fastening screw (7) are provided. The leg (8b) is connected with the pin (10a) to make the same long ruler (6) swingable with respect to the fastening tool (B), and the same length of the long ruler (6) and the tightening member are used. Guide for steel retaining wall construction that forms a space in which the support steel (1a) can be inserted between the screw and the screw (7)
JP1989139528U 1989-11-30 1989-11-30 Retaining wall steel building guide Expired - Lifetime JP2551298Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989139528U JP2551298Y2 (en) 1989-11-30 1989-11-30 Retaining wall steel building guide

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989139528U JP2551298Y2 (en) 1989-11-30 1989-11-30 Retaining wall steel building guide

Publications (2)

Publication Number Publication Date
JPH0379334U JPH0379334U (en) 1991-08-13
JP2551298Y2 true JP2551298Y2 (en) 1997-10-22

Family

ID=31686566

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989139528U Expired - Lifetime JP2551298Y2 (en) 1989-11-30 1989-11-30 Retaining wall steel building guide

Country Status (1)

Country Link
JP (1) JP2551298Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59182839A (en) * 1983-04-01 1984-10-17 Konishiroku Photo Ind Co Ltd Colored resin composition

Also Published As

Publication number Publication date
JPH0379334U (en) 1991-08-13

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