JPH0369429B2 - - Google Patents

Info

Publication number
JPH0369429B2
JPH0369429B2 JP16537686A JP16537686A JPH0369429B2 JP H0369429 B2 JPH0369429 B2 JP H0369429B2 JP 16537686 A JP16537686 A JP 16537686A JP 16537686 A JP16537686 A JP 16537686A JP H0369429 B2 JPH0369429 B2 JP H0369429B2
Authority
JP
Japan
Prior art keywords
plate
screw
holes
board
upper plate
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
JP16537686A
Other languages
Japanese (ja)
Other versions
JPS6319371A (en
Inventor
Mineichi Iwamoto
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP16537686A priority Critical patent/JPS6319371A/en
Publication of JPS6319371A publication Critical patent/JPS6319371A/en
Publication of JPH0369429B2 publication Critical patent/JPH0369429B2/ja
Granted legal-status Critical Current

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  • Bulkheads Adapted To Foundation Construction (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は土中等に打込まれたH鋼に装着された
矢板と、該矢板から所定間隔を置いてセツトされ
た型枠との間にコンクリートを打設するに当つ
て、下方底部を矢板に一体に固着して所定間隔を
維持し、更に上方部に型枠を締付け保持する矢板
止め金具に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention provides a structure between a sheet pile attached to an H steel driven into soil, etc., and a formwork set at a predetermined distance from the sheet pile. This invention relates to a sheet pile fastener that integrally fixes the lower bottom part to the sheet pile to maintain a predetermined interval and further tightens and holds the formwork at the upper part when pouring concrete.

[従来の技術] 従来、この種止め金具としては実公昭52−
15964号に開示されたものが知られていた。この
実公昭52−15964号に開示されたものは、L型金
具の一片に、その他片に対してほぼ垂直に連結棒
を固着せしめると共に、L型金具の他片に対し板
ばねが平行に配置されるよう板ばねの一端をL型
金具の一片に固着して形成されている。
[Prior art] Conventionally, this type of fastener was
The one disclosed in No. 15964 was known. The device disclosed in Utility Model Publication No. 52-15964 has a connecting rod fixed to one piece of the L-shaped fitting almost perpendicularly to the other piece, and a leaf spring arranged parallel to the other piece of the L-shaped fitting. The leaf spring is formed by fixing one end of the leaf spring to one piece of the L-shaped fitting.

[発明が解決しようとする問題点] 上記従来の止め金具は、土木工事等に於いてコ
ンクリート打設前の型枠の取付作業時に使用され
ているが、セパレーターにより所定間隔を設定し
た後、セパレーターの回転を阻止して止め金具を
型枠に一体に固定する場合、人手によつてセパレ
ーターと連結棒とを溶接や螺子ロツク材を使用し
て固定していた。そのため作業能率が悪いだけで
なく、止め金具の取付けや全螺子ボルトより成る
セパレーターの調整時に時間と労力がかかるとい
う問題点があり、また降雨時や漏水している所で
は止め金具を型枠に固定する作業ができないとい
う問題点があつた。
[Problems to be Solved by the Invention] The above-mentioned conventional fasteners are used in civil engineering work when installing formwork before pouring concrete. In order to prevent rotation of the separator and to integrally fix the stopper to the formwork, the separator and the connecting rod are manually fixed by welding or using screw locking material. This not only results in poor work efficiency, but also requires time and effort when installing the stoppers and adjusting the separator, which is made up of fully threaded bolts.In addition, when it rains or where there is water leakage, the stoppers cannot be used in the formwork. There was a problem that it was not possible to fix it.

本発明はかかる問題点に着目してなされたもの
で、H鋼に装着された矢板に基板の下方底部を確
固に固定でき、且全螺子ボルトの螺挿深度の具合
を目盛で目視して調整できると共に、所定の深度
に螺挿された全螺子ボルトを溶接や螺子ロツク材
を使用することなく回転しないよいに固定するこ
とができる矢板止め金具を提供せんとすることを
目的とする。
The present invention has been made in view of this problem, and it is possible to securely fix the lower bottom of the board to the sheet pile attached to the H steel, and to adjust the screw insertion depth of all screw bolts by visually checking the scale. To provide a sheet pile fastening fitting capable of fixing a fully threaded bolt screwed to a predetermined depth so as not to rotate without using welding or a thread locking material.

[問題点を解決するための手段] 上問題点を解決するため、本発明は基板の下方
底部をH鋼に装着された矢板に一体に固定できる
ようにすると共に、基板の長手方向に目盛を表示
して全螺子ボルトの螺挿深度を目視して調整でき
るようにすると共に、基板の上方部を倒U字状に
折曲して連結部を設け、且該連結部の上方板と下
方板の中央部の垂直軸線上に全螺子ボルトを螺挿
する螺子孔を夫々穿設し、更に螺子孔を突設した
上方板の水平軸線上の両側端部に夫々切欠部を設
けて、上方板の先端部をハンマー等により叩打す
ることにより強度の弱い切欠部分より折曲して、
上方板の螺子孔に全螺子ボルトに喰い込み、全螺
子ボルトの回転を阻止するよう構成されている。
[Means for Solving the Problems] In order to solve the above problems, the present invention enables the lower bottom of the board to be integrally fixed to the sheet pile attached to the H steel, and also provides a scale in the longitudinal direction of the board. The screw insertion depth of all screw bolts can be visually adjusted by displaying the screws, and the upper part of the board is bent into an inverted U shape to provide a connecting part, and the upper plate and lower plate of the connecting part are Screw holes into which all the screw bolts are screwed are formed on the vertical axis of the central part of the upper plate, and notches are provided on both ends of the upper plate on the horizontal axis of the upper plate with the screw holes projecting therein. By hitting the tip with a hammer etc., bend it from the weaker notch part,
It is configured to fit all the threaded bolts into the threaded holes of the upper plate and prevent the rotation of all the threaded bolts.

[作用] 上記構成の本発明によれば、基板を中心として
左右に突設された固定板により矢板に安定的に固
定され、全螺子ボルトの螺挿深度は目盛によつて
正確に目視して調整でき、また調整して所定深度
に全螺子ボルトが達したときに連結部の上方部の
先端部をハンマー等により、叩打することにより
上方板を折曲せしめて上方板の螺子孔を全螺子ボ
ルトに喰い込ませて全螺子ボルトの回転を阻止す
る。
[Function] According to the present invention having the above configuration, the board is stably fixed to the sheet pile by the fixing plates protruding left and right from the center of the board, and the screw insertion depth of all threaded bolts can be accurately visually checked using the scale. It can be adjusted, and when the fully screwed bolt reaches a predetermined depth, the top end of the upper part of the connecting part is struck with a hammer, etc., and the upper plate is bent, and the screw hole in the upper plate is fully screwed. It bites into the bolt to prevent all threaded bolts from rotating.

[実施例] 本発明の実施の一例を図に就いて詳細に説明す
るに、長方形状の鋼板より成る基板1の下底部の
一方側にベース板2を直角に折曲連設し、更に基
板1の下方底部を底辺を残して方形状に打抜いた
打抜片3をベース板2と面一になるように他方側
へ折曲してベース板2と打抜片3とで固定板4と
し、且該固定板4に複数個の逆目釘孔5を穿設
し、且打抜片3上方の基板1の一方側長手方向に
目盛6を表示する。
[Example] An example of the implementation of the present invention will be described in detail with reference to the drawings. A base plate 2 is bent at right angles to one side of the lower bottom of a substrate 1 made of a rectangular steel plate, and A punching piece 3 is punched out into a rectangular shape from the lower bottom part of 1, leaving the bottom edge, and is bent to the other side so that it is flush with the base plate 2, and the base plate 2 and the punching piece 3 are used to fix a plate 4. A plurality of inverted peg holes 5 are bored in the fixed plate 4, and a scale 6 is displayed on one side of the substrate 1 above the punched piece 3 in the longitudinal direction.

そして、基板1の上方部を一方側に倒U字状に
折曲して水平な上方板7と下方板8とを有する連
結部9を設け、且該連結部9の上方板7と下方板
8の中央部の垂直軸線上に螺子孔10,11を
夫々穿設し、且上方板7に穿設された螺子孔10
の両側の上方板7の端縁部に夫々切欠部12,1
2′が設けてある。また、上方板7の先端部13
は特に限定する必要はないが、好ましくは上方へ
稍傾斜させた構成にすることが推奨される。
Then, the upper part of the substrate 1 is bent to one side into an inverted U shape to provide a connecting part 9 having a horizontal upper plate 7 and a lower plate 8, and the upper plate 7 and the lower plate of the connecting part 9 are provided. Screw holes 10 and 11 are respectively drilled on the vertical axis of the central part of 8, and the screw hole 10 is drilled in the upper plate 7.
Notches 12 and 1 are provided at the edges of the upper plate 7 on both sides of the
2' is provided. In addition, the tip portion 13 of the upper plate 7
Although there is no need to specifically limit the angle, it is recommended that the angle be slightly tilted upward.

実施例の作用について説明すると、本発明止め
金具は第2図の示すように、土木工事現場に於い
て適宜間隔を置いて打設された本数本のH鋼14
に矢板15をセツトした後、固定板5を矢板15
に押し当て逆目釘孔5に逆目釘16を打込んで矢
板15に一体に固定する。そして、基端面側より
全螺子ボルト17の基端部を螺挿できる袋螺子1
8を設けると共に、垂直な先端面19の中央部に
螺子山20を周設したボルト21を突設して調整
具22を形成し、且該調整具22の袋螺子18に
全螺子ボルト17の基端部を螺挿してその基端面
を袋螺子18の端縁部18′に密接固定させ、更
に全螺子ボルト17の先方部を螺子孔10,11
に夫々貫通螺挿し、その螺挿の深度を全螺子ボル
ト17の先端縁17′の位置を目盛6で読み取る
ことによつて調整して、予め設定された矢板15
からのコンクリートCの打設の巾寸法とベース板
2底部から調整具22の先端面19までの長さと
を一致させる。そして、この寸法が一致した時点
で全螺子ボルト17が再び回転してその寸法が狂
わないように、連結部9の先端部13をハンマー
等で叩打すると、切欠部12,12′の存在によ
り螺子孔10部分の強度が弱くなつているために
螺子孔10部分より上方板7が折曲して、螺子孔
10部分が全螺子ボルト17の周面に強く喰い込
んで全螺子ボルト17の回転が阻止され、ベース
板2底部から調整具22の先端面19までの長さ
寸法は固定される。その後、ボルト21に型枠2
3を貫挿して型枠23の内側壁を前記調整具22
の先端面19に密着せしめることによりコンクリ
ートCの打設巾が自動的に設定される。そして、
型枠23は外側壁側より縦パイプ材24、横パイ
プ材25を縦横に接合すると共に、横パイプ材2
5を貫通してホームタイボルト26の先方部に前
記型枠23外に突出したボルト21を螺着するこ
とにより確固に固定される。
To explain the function of the embodiment, as shown in FIG.
After setting the sheet pile 15 on the
A barb nail 16 is driven into the barb nail hole 5 and fixed to the sheet pile 15 integrally. Then, a cap screw 1 into which the base end of the fully threaded bolt 17 can be screwed in from the base end side.
8, and a bolt 21 having a thread 20 around it is provided protruding from the center of the vertical tip surface 19 to form an adjustment tool 22. The proximal end is screwed in to tightly fix the proximal end surface to the end edge 18' of the cap screw 18, and the front end of the fully threaded bolt 17 is inserted into the screw holes 10, 11.
The depth of the screw insertion is adjusted by reading the position of the tip edge 17' of the fully threaded bolt 17 on the scale 6, and the sheet pile 15 is set in advance.
The width dimension of the poured concrete C from the base plate 2 and the length from the bottom of the base plate 2 to the tip end surface 19 of the adjuster 22 are made to match. Then, when these dimensions match, the tip end 13 of the connecting part 9 is struck with a hammer or the like to prevent the entire threaded bolt 17 from rotating again and its dimensions becoming out of order. Since the strength of the hole 10 portion is weakened, the plate 7 above the screw hole 10 portion bends, and the screw hole 10 portion bites strongly into the circumferential surface of the full thread bolt 17, preventing the full thread bolt 17 from rotating. The length from the bottom of the base plate 2 to the tip end surface 19 of the adjuster 22 is fixed. After that, attach the bolt 21 to the formwork 2.
3 to insert the inner wall of the formwork 23 into the adjusting tool 22.
By bringing the concrete C into close contact with the tip surface 19 of the concrete C, the casting width of the concrete C is automatically set. and,
The formwork 23 connects the vertical pipe material 24 and the horizontal pipe material 25 vertically and horizontally from the outside wall side, and also connects the horizontal pipe material 2
5 and is firmly fixed by screwing the bolt 21 which protrudes outside the formwork 23 into the front part of the home tie bolt 26.

前記のようにコンクリートCの打設巾が設定さ
れた後、矢板15と型枠23間にコンクリートC
を打設し、その固化後ホームタイボルト26、縦
パイプ材24、横パイプ材25、型枠23を取外
すと共に、H鋼14をクレーン等により上方へ抜
き去るのである。
After the casting width of the concrete C is set as described above, the concrete C is placed between the sheet pile 15 and the formwork 23.
After hardening, the home tie bolts 26, vertical pipe material 24, horizontal pipe material 25, and formwork 23 are removed, and the H steel 14 is pulled upward by a crane or the like.

[発明の効果] 本発明は上述のようであるから、ベース板と打
抜片が夫々基板を中心として左右に突設されて固
定板が形成されているため、矢板に固定板を逆目
釘を用いて固定した場合安定感よく確固に固定さ
れ、そして全螺子ボルトを各螺子孔に貫通螺挿し
て目盛を目視しながら適宜回転させてその螺挿深
度を調整し、所定の目盛位置に於いて全螺子ボル
トの固定位置が設定されると、単に上方板の先端
部をハンマー等により叩打することにより上方板
が切欠部分より折曲して、螺子孔が全螺子ボルト
に喰い込み、全螺子ボルトはその位置に於いて確
実に回転することなく固定され、その後型枠取付
工程に入ればよく、従来のように溶接とか、螺子
ロツク材を使用する必要がなく、降雨時や漏水が
あつても取付けることができるので経費が安く工
期も短縮することができるのである。
[Effects of the Invention] Since the present invention is as described above, the base plate and the punched pieces each protrude left and right from the base plate to form the fixing plate, so that the fixing plate can be attached to the sheet pile by reverse-metal nails. When fixed using a screwdriver, it is firmly fixed with a sense of stability, and the screw insertion depth is adjusted by inserting all the screw bolts through each screw hole, visually checking the scale, and rotating the screws as appropriate.At the predetermined scale position, Once the fixed position of the fully threaded bolt is set, the upper plate is bent from the notch by simply hitting the tip of the upper plate with a hammer, etc., and the threaded hole bites into the fully threaded bolt, and the fully threaded bolt is fixed. It is securely fixed in that position without rotating, and then the formwork installation process can be started. There is no need for welding or the use of screw locking materials as in the past, and it can be used even during rain or water leakage. Since it can be installed easily, costs are low and the construction period can be shortened.

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

図は本発明の実施例を示すもので、第1図は全
体の斜視図、第2図は施工状態を示す横断面図、
第3図は型枠の取付状態を示す拡大横断面図であ
る。 図中、1は基板、2はベース板、3は打抜片、
4は固定板、5は逆目釘孔、6は目盛、7は上方
板、8は下方板、9は連結部、10,11は螺子
孔、12,12′は切欠部、17は全螺子ボルト
である。
The figures show an embodiment of the present invention, in which Figure 1 is an overall perspective view, Figure 2 is a cross-sectional view showing the construction state,
FIG. 3 is an enlarged cross-sectional view showing the attached state of the formwork. In the figure, 1 is a substrate, 2 is a base plate, 3 is a punched piece,
4 is a fixed plate, 5 is a reverse dowel hole, 6 is a scale, 7 is an upper plate, 8 is a lower plate, 9 is a connecting part, 10, 11 are screw holes, 12, 12' are notches, 17 is a full screw bolt It is.

Claims (1)

【特許請求の範囲】[Claims] 1 基板の下底部左右にベース板と打抜片を夫々
面一に突設して固定板を形成し、且該固定板に複
数個の逆目釘孔を突設し、更に打抜片上方の基板
の長手方向に目盛を表示すると共に、基板の上方
部を倒U字状に折曲して連結部を設け、且該連結
部の上方板と下方板の中央部の垂直軸線上に夫々
螺子孔を穿設し、且螺子孔を穿設した上方板の水
平軸線上の両側端部に夫々切欠部を設け、前記各
螺子孔に全螺子ボルトを貫通螺挿したことを特徴
とする矢板止め金具。
1 A fixed plate is formed by protruding a base plate and a punched piece flush with each other on the left and right sides of the lower bottom of the board, and a plurality of reversed nail holes are provided protruding from the fixed plate, and furthermore, a plurality of reversed nail holes are provided on the fixed plate, and a plurality of reversed nail holes are provided in the upper part of the punched piece. A scale is displayed in the longitudinal direction of the board, and a connecting part is provided by bending the upper part of the board into an inverted U-shape, and a screw is installed on the vertical axis of the central part of the upper plate and the lower plate of the connecting part, respectively. A sheet pile stopper characterized in that notches are provided at both ends on the horizontal axis of an upper plate having holes and screw holes, and a fully threaded bolt is screwed through each of the screw holes. Metal fittings.
JP16537686A 1986-07-14 1986-07-14 Sheet pile clamp metal jig Granted JPS6319371A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16537686A JPS6319371A (en) 1986-07-14 1986-07-14 Sheet pile clamp metal jig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16537686A JPS6319371A (en) 1986-07-14 1986-07-14 Sheet pile clamp metal jig

Publications (2)

Publication Number Publication Date
JPS6319371A JPS6319371A (en) 1988-01-27
JPH0369429B2 true JPH0369429B2 (en) 1991-11-01

Family

ID=15811196

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16537686A Granted JPS6319371A (en) 1986-07-14 1986-07-14 Sheet pile clamp metal jig

Country Status (1)

Country Link
JP (1) JPS6319371A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5464473B2 (en) * 2009-07-28 2014-04-09 株式会社昭和コーポレーション Joint nut

Also Published As

Publication number Publication date
JPS6319371A (en) 1988-01-27

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