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JP2000071235A - Anchor bolt mounting unit structure of form for manufacturing concrete product - Google Patents

Anchor bolt mounting unit structure of form for manufacturing concrete product

Info

Publication number
JP2000071235A
JP2000071235A JP10263977A JP26397798A JP2000071235A JP 2000071235 A JP2000071235 A JP 2000071235A JP 10263977 A JP10263977 A JP 10263977A JP 26397798 A JP26397798 A JP 26397798A JP 2000071235 A JP2000071235 A JP 2000071235A
Authority
JP
Japan
Prior art keywords
anchor bolt
concrete product
insertion hole
bolts
face
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.)
Granted
Application number
JP10263977A
Other languages
Japanese (ja)
Other versions
JP3519955B2 (en
Inventor
Takeo Taguchi
武雄 田口
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.)
KAIEE TECHNO KK
Original Assignee
KAIEE TECHNO KK
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 KAIEE TECHNO KK filed Critical KAIEE TECHNO KK
Priority to JP26397798A priority Critical patent/JP3519955B2/en
Publication of JP2000071235A publication Critical patent/JP2000071235A/en
Application granted granted Critical
Publication of JP3519955B2 publication Critical patent/JP3519955B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide an anchor bolt mounting unit structure of a form for manufacturing a concrete product for coupling between two opposed anchor bolts by a coupler by hitting the bolts by exposure in an end face of the product or a recess of the end to integrate divided and manufactured concrete products, applying a tensile stress between the bolts by the coupler to generate an axial force, and urging a contact surface by a pressing force. SOLUTION: The anchor bolt mounting unit structure of a form for manufacturing a concrete product comprises an end face member 60 having a plurality of recess part inserts 40 opened with insertion holes 30 of anchor bolts and fixed to the member 60 to project and embed threaded parts of the bolts to and in threaded parts 25 of the bolts in recesses 14 opened at an end of the product and insertion holes 80 for inserting female threaded parts 75 of clamping members 70 of the bolts and opened coaxially of the holes 30 of the member 60 and detachably mounted or openably pivotally secured to the end face of the form, and the plurality of the clamping members 70 for towing and clamping the parts 25 of the bolts projected into the holes 40 from the holes 30.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】分割して製造したコンクリー
ト製品を一体化するため、従来から行われていた突出鉄
筋(製品端部から突出させた鉄筋同志を重ね継ぎして場
所打ちコンクリートを打設し両製品を打ち継ぐ)に代わ
り、コンクリート製品の端面または端部の凹陥部内にア
ンカーボルトを露出させて(両製品の対向するアンカー
ボルト間を別に開発した連結器で緊締しアンカーボルト
に引張応力を加えて軸力を発生させ、製品の端面に押圧
力を付勢して連結するため。)打設するコンクリート製
品製造用型枠のアンカーボルト装着部構造に関する。
BACKGROUND OF THE INVENTION In order to integrate concrete products that have been divided and manufactured, a conventionally used protruding reinforcing bar (reinforcing bar protruding from the end of the product is overlapped and cast in place concrete is cast. Instead of connecting both products), expose the anchor bolts in the end face of the concrete product or in the recess of the end (tightening between the facing anchor bolts of both products with a separately developed coupler and applying tensile stress to the anchor bolts) In addition, an axial force is generated to apply a pressing force to the end face of the product for connection.) The present invention relates to an anchor bolt mounting portion structure of a concrete product manufacturing form to be cast.

【0002】[0002]

【従来の技術】図11は、従来技術の説明図で、生産合
理化のため分割して製造し、後に連結し一体化して使用
する擁壁ブロックを例示している。図11は、分割して
製造した擁壁ブロックW1とその延長底版W2であり、
共に連結端部に鉄筋(突出鉄筋)D1,D2を突出させ
て打設し、下部に示すように、施工現場で突出鉄筋D
1,D2を所定寸法重ね継ぎして空間部に場所打ちコン
クリートCを打設し両製品W1,W2を連結している。
2. Description of the Related Art FIG. 11 is an explanatory view of the prior art, and illustrates a retaining wall block which is divided and manufactured for rationalization of production, and subsequently connected and integrated for use. FIG. 11 shows a retaining wall block W1 and an extended bottom slab W2 manufactured separately.
In both cases, rebars (protruding rebars) D1 and D2 are protruded and set at the connection ends, and as shown in the lower part, the protruding rebars D
1 and D2 are overlapped by a predetermined size and cast-in-place concrete C is cast in the space to connect the two products W1 and W2.

【0003】図12は、前記擁壁ブロックW1とその延
長底版W2(図示省略)の製造用型枠の端部の構成を示
す図で、前記突出鉄筋D1(D2)を該部に埋設するた
め、製造用型枠の端部eに軟質ゴムまたはポリウレタン
樹脂等のブッシュgbによる鉄筋挟持部を設け、該部か
らのトロ洩れの防止と突出鉄筋D1(D2)の挟持を行
うよう構成するか、または図13に示すように、発泡ポ
リスチロールstの端面部材(使い捨ての)に突出鉄筋
D1(D2)を貫通して型枠外へ突出させ、前記と同様
に型枠上部から打設している。なお、符号sは製造用型
枠の側板であり、coは背面部を形成する中子である。
FIG. 12 is a view showing the configuration of the end of a formwork for manufacturing the retaining wall block W1 and its extended bottom slab W2 (not shown), in which the protruding reinforcing bar D1 (D2) is embedded. A reinforcing bar holding portion made of a bush gb of a soft rubber or a polyurethane resin or the like is provided at an end portion e of the manufacturing mold so as to prevent leakage of the torro from the portion and to hold the projecting reinforcing bar D1 (D2); Alternatively, as shown in FIG. 13, a protruding reinforcing bar D1 (D2) penetrates the end face member (disposable) of the expanded polystyrene st and is projected out of the mold, and is cast from the upper portion of the mold in the same manner as described above. In addition, the code | s is a side plate of a manufacturing formwork, and co is a core which forms a back part.

【0004】しかし、これらコンクリート製品は両製品
の突出鉄筋D1,D2の重ね継ぎ(結束または溶接によ
る)の工程が煩雑になると共に場所打ちコンクリートC
の打設を要し、その養生期間のため施工期間が長期にな
る等の欠点がある。
However, in these concrete products, the process of joining (by bundling or welding) the projecting reinforcing bars D1 and D2 of both products becomes complicated, and the cast-in-place concrete C
However, there is a drawback that the construction period is long due to the curing period.

【0005】[0005]

【背景技術】以上述べた従来技術の使用現場で突出鉄筋
の重ね継ぎ・場所打ちコンクリート打設を必要とした欠
点を排除するため、本出願人は、既に特願平7−354
333号側溝・擁壁ブロック用接続金具の取付装置とし
て出願している。この出願は、複数のアンカーボルト付
の連結金具またはインサート等を保持部材を介して製造
用型枠の一部である天端調整台に複数個同時に装着する
ハンドリング部を内設したものであるが、製造する製品
に係わる型枠の形状・寸法・生産個数等によっては、型
枠の投資を軽減するため前記ハンドリング部を内設せず
に、製造用型枠の前記端部(端面部)または端部に設け
た凹陥部入子内に直接アンカーボルトの螺刻部を装着し
たい場合も多く、両製品に埋設したアンカーボルト間
を、特願平10−170972号コンクリートブロック
の連結構造及びこれに用いられる連結器として出願済の
連結器により、連結する製品当接部に押圧力を付勢して
連結するため、コンクリート製品製造用型枠のアンカー
ボルト装着部構造が要望されていた。
2. Description of the Related Art In order to eliminate the above-mentioned drawbacks that required the splicing of a reinforcing bar and the casting of cast-in-place concrete at the use site of the prior art, the present applicant has already filed Japanese Patent Application No. 7-354.
It has been filed as an attachment device for the connection fitting for the 333 side groove / retaining wall block. In this application, there is provided a handling portion for simultaneously mounting a plurality of connection fittings or inserts with a plurality of anchor bolts via a holding member to a top end adjustment table which is a part of a manufacturing formwork. Depending on the shape, dimensions, number of products, etc. of the formwork related to the product to be manufactured, the end (end face) or the end of the manufacturing formwork may be provided without the handling section in order to reduce investment of the formwork. In many cases, it is desired to directly mount the threaded portions of the anchor bolts in the recessed nests provided at the ends, and a connection structure between the anchor bolts buried in both products and a concrete block of Japanese Patent Application No. 10-170972 and this. In order to connect the product abutting portion to be connected by applying a pressing force by a connecting device applied as a connecting device to be used, there has been a demand for an anchor bolt mounting portion structure of a concrete product manufacturing formwork.

【0006】[0006]

【発明が解決しようとする課題】型枠の簡略化・打設が
容易なため打設単価の低減化・ストックが簡単・ストッ
クヤードの有効利用が図れる等利点があるため、分割し
て製造したコンクリート製品の連結に際して、従来の突
出鉄筋による連結ではなく、コンクリート製品の端面ま
たは端部の凹陥部内の所定位置にアンカーボルトを露出
させて打設し、対向する両アンカーボルト間を前記連結
器で連結可能にするコンクリート製品製造用型枠のアン
カーボルト装着部構造を提供することを目的とする。
[0005] Since there are advantages such as simplification of the form and easy installation, reduction of the unit cost for installation, easy stocking, and effective use of the stock yard, there are advantages. When connecting concrete products, instead of connecting with conventional projecting rebars, an anchor bolt is exposed and cast at a predetermined position in the end face or the concave portion of the end of the concrete product, and the opposing anchor bolts are connected by the connector. An object of the present invention is to provide an anchor bolt mounting portion structure of a form for concrete product manufacturing which enables connection.

【0007】[0007]

【課題を解決するための手段】上記課題を解決した本発
明の要旨は、分割して製造したコンクリート製品を連結
により一体化して使用するため、端部に穿設した凹陥部
内にアンカーボルトの螺刻部を突出させて打設するコン
クリート製品製造用型枠のアンカーボルト装着部構造
を、アンカーボルトの挿通孔を穿設した凹陥部入子を製
造用型枠の端面部材に固着し、前記挿通孔の同軸線上に
アンカーボルトの固定部材の雌ねじ部が挿入可能な挿入
孔を穿設して製造用型枠の端面に着脱自在に装着または
開閉自在に蝶着した端面部材と、前記挿通孔から凹陥部
内に突出させたアンカーボルトの螺刻部を牽引して固定
する固定部材から構成した。上記構成により、前記端部
に穿設した凹陥部内の所定位置にアンカーボルトの螺刻
部を端面部材に対して直角に突出させて打設する。
SUMMARY OF THE INVENTION The gist of the present invention to solve the above-mentioned problem is that a concrete product manufactured by division is used in an integrated manner by coupling, so that a screw of an anchor bolt is screwed into a concave portion formed at an end. The anchor bolt mounting portion structure of the concrete product manufacturing formwork in which the cut portion is projected and fixed is fixed to the end face member of the manufacturing formwork by inserting a concave portion insert having an anchor bolt insertion hole. An insertion hole into which a female screw portion of a fixing member of an anchor bolt can be inserted on a coaxial line of the hole, and an end surface member detachably attached to an end surface of the manufacturing form or hinged so as to be openable and closable, and It is composed of a fixing member that pulls and fixes the threaded portion of the anchor bolt protruding into the recess. According to the above configuration, the threaded portion of the anchor bolt is driven at a predetermined position in the concave portion formed in the end portion so as to project at right angles to the end face member.

【0008】また、分割して製造したコンクリート製品
を連結により一体化して使用するため、端部に穿設した
凹陥部内にアンカーボルトの螺刻部を突出させて打設す
るコンクリート製品製造用型枠のアンカーボルト装着部
構造を、アンカーボルトの挿通孔を穿設した凹陥部入子
を挿通したアンカーボルトと製造用型枠の端面部材の間
に装着し、前記挿通孔の同軸線上にアンカーボルトの固
定部材の雌ねじ部が挿入可能な挿入孔を穿設して製造用
型枠の端面に着脱自在に装着または開閉自在に蝶着した
端面部材と、前記挿通孔から凹陥部内に突出させたアン
カーボルトの螺刻部を牽引して固定する固定部材から構
成した。上記構成により、前記端部に穿設した凹陥部内
の所定位置にアンカーボルトの螺刻部を端面部材に対し
て直角に突出させて打設する。
Further, in order to integrate and use the concrete products manufactured in a divided manner, a threaded portion of an anchor bolt is protruded into a recessed portion formed in an end portion and cast into the concrete product manufacturing form. The anchor bolt mounting part structure is mounted between the anchor bolt through which the recessed part pierced with the anchor bolt insertion hole is inserted and the end face member of the manufacturing form, and the anchor bolt is mounted on the coaxial line of the insertion hole. An end face member having an insertion hole into which a female screw portion of the fixing member can be inserted and detachably attached to an end face of the manufacturing form or hinged so as to be openable and closable, and an anchor bolt projected from the insertion hole into the recessed portion; And a fixing member for pulling and fixing the threaded portion. According to the above configuration, the threaded portion of the anchor bolt is driven at a predetermined position in the concave portion formed in the end portion so as to project at right angles to the end face member.

【0009】また、分割して製造した壁ブロック側面の
任意位置に直角に他のブロックを連結するため、製品の
連結する端部に直接アンカーボルトの螺刻部を突出させ
て打設するコンクリート製品製造用型枠のアンカーボル
ト装着部構造を、アンカーボルトを係止して挿通可能な
挿通孔を穿設し製造用型枠の端部に着脱自在に装着また
は開閉自在に枢着した端面部材と、前記挿通孔から突出
させたアンカーボルトの螺刻部を牽引して固定する固定
部材から構成した。上記構成により、前記端部の所定位
置にアンカーボルトの螺刻部を端面部材に対して直角に
突出させて打設する。
[0009] Further, in order to connect another block at a right angle to an arbitrary position on the side surface of the divided wall block, a concrete product is formed by directly projecting a threaded portion of an anchor bolt at an end to which the product is connected. An anchor bolt mounting part structure of the manufacturing formwork is provided with an end face member which is provided with an insertion hole through which an anchor bolt can be locked to penetrate, and which is detachably mounted on an end portion of the manufacturing formwork or pivotally attached so as to be freely opened and closed. And a fixing member for pulling and fixing the threaded portion of the anchor bolt protruding from the insertion hole. With the above configuration, the threaded portion of the anchor bolt is driven and set at a predetermined position on the end portion so as to project at right angles to the end face member.

【0010】[0010]

【発明の実施の形態】〔実施例〕以下、本発明のコンク
リート製品製造用型枠のアンカーボルト装着部構造を各
実施例に基づき説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments An anchor bolt mounting portion structure of a concrete product manufacturing form according to the present invention will be described below based on each embodiment.

【0011】図1は、本発明のコンクリート製品製造用
型枠のアンカーボルト装着部構造の第1実施例の要部を
示す部分斜視図、図2は、本発明のコンクリート製品製
造用型枠のアンカーボルト装着部構造の第1実施例の要
部を示す横断面図で、梁または平板状ブロック10等の
製造用型枠BKに適用した場合を例示している。この実
施例では、分割して製造した梁または平板状ブロック1
0を連結により一体化して使用するため、製品端部の上
下に穿設した4ヵ所の凹陥部14内にアンカーボルト2
0の螺刻部25を突出させて打設するコンクリート製品
製造用型枠のアンカーボルト装着部構造を、先端にアン
カーボルト20の挿通孔30を穿設した所要数の凹陥部
入子40を、凹陥部入子40の上面または下面が製品外
面と一致する位置に整合して製造用型枠BKの端面部材
60に固着し、端面部材60の前記挿通孔30の同軸線
上にアンカーボルト20を固定する固定部材70が挿入
可能な挿入孔80を穿設し、製造用型枠BKの端面にボ
ルトbo1或いは孔付ボルトbo2等により着脱自在に
装着(または開閉自在に枢着)し、前記挿入孔80に挿
入可能にして螺刻部25に螺合可能な雌ねじ部75を螺
刻した胴部78と径大なる係合鍔72と回動頭部74を
有する固定部材70により構成している。なお、符号p
iとhは製造用型枠端部に設けた位置決めピンと端面部
材60に穿設した位置決め孔で、固定部材70の雌ねじ
部75入口の符号76は螺合を容易にする案内部であ
り、アンカーボルト20の螺刻部25は、摩擦圧接によ
り頭部を有するボルトまたは無頭のボルトを接合したも
ので、無頭のボルトの場合は摩擦圧接部22が挿通時に
係止部として作用する。
FIG. 1 is a partial perspective view showing a main part of a first embodiment of an anchor bolt mounting portion structure of a concrete product manufacturing formwork of the present invention, and FIG. 2 is a concrete product manufacturing formwork of the present invention. FIG. 4 is a cross-sectional view showing a main part of the first embodiment of the anchor bolt mounting portion structure, and illustrates a case where the anchor bolt mounting portion structure is applied to a manufacturing form BK such as a beam or a flat block 10. In this embodiment, a divided beam or flat block 1 is manufactured.
In order to integrate and use the anchor bolts 2 in the four recesses 14 formed above and below the end of the product.
The anchor bolt mounting part structure of the concrete product manufacturing formwork in which the threaded part 25 of 0 is protruded and cast, the required number of recessed part inserts 40 in which the insertion hole 30 of the anchor bolt 20 is drilled at the tip, The upper surface or the lower surface of the recessed part insert 40 is aligned with the position corresponding to the outer surface of the product and is fixed to the end member 60 of the manufacturing form BK, and the anchor bolt 20 is fixed on the coaxial line of the insertion hole 30 of the end member 60. An insertion hole 80 into which a fixing member 70 to be inserted can be inserted is formed, and is removably attached (or pivotally attached to open and close) to the end face of the manufacturing form BK with a bolt bo1 or a bolt with a hole bo2 or the like. It comprises a body portion 78 formed by threading a female screw portion 75 that can be inserted into the threaded portion 80 and can be screwed into the threaded portion 25, a fixing member 70 having an engagement flange 72 having a large diameter, and a rotating head 74. Note that the symbol p
i and h are positioning pins provided at the end of the manufacturing formwork and positioning holes formed in the end face member 60. Reference numeral 76 of the female screw portion 75 of the fixing member 70 is a guide portion for facilitating the screwing. The threaded portion 25 of the bolt 20 is formed by joining a bolt having a head or a headless bolt by friction welding. In the case of a headless bolt, the friction welding portion 22 acts as a locking portion when inserted.

【0012】上記構成により、打設時に、前記挿通孔3
0から凹陥部入子40内へアンカーボルト20の螺刻部
25を挿通して、端面部材60の挿入孔80に挿入した
固定部材70を緊締すれば、アンカーボルト20が牽引
されて所定位置に堅固に固定される。
[0012] With the above structure, the insertion hole 3 can be formed at the time of driving.
0, the threaded portion 25 of the anchor bolt 20 is inserted into the recessed portion insert 40, and the fixing member 70 inserted into the insertion hole 80 of the end face member 60 is tightened, so that the anchor bolt 20 is pulled to a predetermined position. Firmly fixed.

【0013】そして脱型時には、前記固定部材70を抜
去して端面部材60を平行に取り外し、梁または平板状
ブロック10を型枠BKの上方へ脱型すれば、凹陥部1
4内にアンカーボルト20の螺刻部25が突出した製品
が形成できる。
At the time of removal from the mold, the fixing member 70 is removed, the end face member 60 is removed in parallel, and the beam or the plate-like block 10 is removed from the mold BK.
A product in which the threaded portion 25 of the anchor bolt 20 protrudes can be formed in the inside 4.

【0014】図3は、本発明のコンクリート製品製造用
型枠のアンカーボルト装着部構造の第2実施例の要部を
示す部分斜視図、図4は、本発明のコンクリート製品製
造用型枠のアンカーボルト装着部構造の第2実施例の要
部を示す横断面図で、両図とも梁または平板状ブロック
10等の製造用型枠BKの場合を例示している。この第
2実施例では、分割して製造した梁または平板状ブロッ
ク10を連結して使用するため、製品端部の上下に穿設
した4ヵ所の凹陥部14内にアンカーボルト20の螺刻
部25を突出させて打設するコンクリート製品製造用型
枠のアンカーボルト装着部構造を、所要数の凹陥部入子
40B先端にアンカーボルト20の挿通孔30を穿設
し、凹陥部入子40B上面(または下面)が製品外面と
一致する位置に整合して製造用型枠BKの端面部材60
にアンカーボルト20の牽引により挟持可能に設け、端
面部材60の前記挿通孔30の同軸線上にアンカーボル
ト20を固定する固定部材70の胴部78が挿入可能な
挿入孔80を穿設し、製造用型枠BKの端面にボルトb
o1或いは孔付ボルトbo2等により着脱自在に装着
(または開閉自在に枢着)し、前記挿入孔80に挿入可
能にして螺刻部25に螺合可能な雌ねじ部75を螺刻し
た胴部78と径大なる係合鍔72と回動頭部74を有す
る固定部材70により構成している。なお、符号piと
hは製造用型枠端部に設けた位置決めピンと端面部材6
0に穿設した位置決め孔で、固定部材70の雌ねじ部7
5入口の符号76は螺合を容易にする案内部であり、ア
ンカーボルト20の螺刻部25は、摩擦圧接により頭部
を有するボルトまたは無頭のボルトを接合したもので、
無頭のボルトの場合は摩擦圧接部22が挿通時に係止部
として作用する。
FIG. 3 is a partial perspective view showing a main part of a second embodiment of the anchor bolt mounting portion structure of the concrete product manufacturing formwork of the present invention, and FIG. 4 is a concrete product manufacturing formwork of the present invention. FIGS. 4A and 4B are cross-sectional views showing a main part of a second embodiment of the anchor bolt mounting portion structure, and both figures illustrate the case of a formwork BK for manufacturing a beam or a flat block 10 or the like. In the second embodiment, since the beams or the flat blocks 10 manufactured separately are connected and used, the threaded portions of the anchor bolts 20 are inserted into the four recesses 14 formed above and below the end of the product. The anchor bolt mounting portion structure of the concrete product production formwork in which the projecting 25 is protruded is formed by forming a hole 30 for the anchor bolt 20 at the tip of a required number of recessed inserts 40B, and forming the upper surface of the recessed insert 40B. (Or the lower surface) is aligned with the position corresponding to the outer surface of the product, and the end surface member 60 of the manufacturing formwork BK
And an insertion hole 80 through which a body portion 78 of a fixing member 70 for fixing the anchor bolt 20 is inserted on a coaxial line of the insertion hole 30 of the end face member 60 so that the body portion 78 can be inserted. Bolt b on the end face of
A torso portion 78 in which a female screw portion 75 which is removably attached (or pivotally openably and closably attached) with an o1 or a bolt with a hole bo2 or the like and which can be inserted into the insertion hole 80 and which can be screwed into the screw portion 25. And a fixing member 70 having an engagement flange 72 having a large diameter and a rotating head 74. The symbols pi and h correspond to the positioning pins and the end face members 6 provided at the ends of the manufacturing formwork.
0, the female screw 7 of the fixing member 70
Reference numeral 76 at the entrance 5 is a guide for facilitating screwing, and the threaded portion 25 of the anchor bolt 20 is formed by joining a bolt having a head or a headless bolt by friction welding.
In the case of a headless bolt, the friction welding portion 22 functions as a locking portion when inserted.

【0015】上記構成により、打設時に、前記挿通孔3
0から凹陥部入子40内へアンカーボルト20の螺刻部
25を挿通して、端面部材60の挿入孔80に挿入した
固定部材70を緊締すれば、アンカーボルト20が牽引
され挟持された凹陥部入子40Bと共に所定位置に堅固
に固定される。
[0015] With the above structure, at the time of driving, the insertion hole 3
0, the threaded portion 25 of the anchor bolt 20 is inserted into the recessed portion insert 40, and the fixing member 70 inserted into the insertion hole 80 of the end face member 60 is tightened. It is firmly fixed at a predetermined position together with the part insert 40B.

【0016】そして脱型時には、前記固定部材70を抜
去して端面部材60を平行に取り外した後、ブロック1
0を型枠BKの上方へ脱型し、凹陥部14から凹陥部入
子40Bを抜去すれば凹陥部14内にアンカーボルト2
0の螺刻部25が突出した製品が形成できる。脱型時に
凹陥部入子40Bが抜去不能な製品形状の場合に有効で
ある。
At the time of removal from the mold, the fixing member 70 is removed and the end face members 60 are removed in parallel.
0 is removed from above the mold BK, and the recessed portion insert 40B is removed from the recessed portion 14, so that the anchor bolt 2 is inserted into the recessed portion 14.
A product in which the 0 threaded portion 25 projects can be formed. This is effective in the case where the recessed portion insert 40B has a product shape that cannot be removed at the time of removing the mold.

【0017】図5は、本発明のコンクリート製品製造用
型枠のアンカーボルト装着部構造の第3実施例の要部を
示す部分斜視図、図6は、本発明のコンクリート製品製
造用型枠のアンカーボルト装着部構造の第3実施例の要
部を示す横断面図で、両図とも梁または平板状ブロック
10用の製造用型枠BKの場合を例示している。この第
3実施例では、分割して製造し連結により一体化して使
用するため、コンクリート製品10の端面にアンカーボ
ルト20の螺刻部25を突出させて埋設するコンクリー
ト製品製造用型枠のアンカーボルト装着部構造を、アン
カーボルト20を係止して挿通可能な挿通孔30を穿設
し製造用型枠BKの端部に着脱自在に装着(または開閉
自在に枢着)した端面部材60と、前記挿通孔30から
突出させたアンカーボルト20の螺刻部25を牽引して
固定する固定部材70から構成している。なお、符号p
iとhは製造用型枠端部に設けた位置決めピンと端面部
材60に穿設した位置決め孔で、符号76は螺合を容易
にする案内部であり、アンカーボルト20の螺刻部25
は、摩擦圧接により頭部を有するボルトまたは無頭のボ
ルトを接合したもので、無頭のボルトの場合は摩擦圧接
部22が挿通時に係止部として作用する。
FIG. 5 is a partial perspective view showing a main part of a third embodiment of the anchor bolt mounting portion structure of the concrete product manufacturing formwork of the present invention, and FIG. 6 is a concrete product manufacturing formwork of the present invention. FIGS. 4A and 4B are cross-sectional views showing a main part of a third embodiment of the anchor bolt mounting portion structure, both of which illustrate a case of a manufacturing form BK for a beam or a flat block 10. In the third embodiment, since the threaded portion 25 of the anchor bolt 20 is protruded from the end face of the concrete product 10 to be buried in the concrete product 10, the anchor bolt of the concrete product manufacturing form is used in order to divide and manufacture the integrated product. An end face member 60 in which the mounting portion structure is provided with an insertion hole 30 through which the anchor bolt 20 can be locked and inserted, and is detachably mounted (or pivotally opened and closed) on the end of the manufacturing form BK; It comprises a fixing member 70 for pulling and fixing the threaded portion 25 of the anchor bolt 20 protruding from the insertion hole 30. Note that the symbol p
i and h are positioning pins provided at the ends of the manufacturing formwork and positioning holes formed in the end face member 60, and reference numeral 76 is a guide portion for facilitating screwing, and a threaded portion 25 of the anchor bolt 20 is provided.
Is a bolt having a head or a headless bolt joined by friction welding. In the case of a headless bolt, the friction welding portion 22 acts as a locking portion when inserted.

【0018】上記構成により、打設時に、アンカーボル
ト20の螺刻部25を端面部材60の挿通孔30に挿通
し、固定部材70の雌ねじ部75を螺合して緊締すれ
ば、アンカーボルト20が牽引され、振動機によるコン
クリートの締め固め時にアンカーボルトが移動すること
無く所定位置に堅固に固定される。
According to the above-described structure, at the time of driving, the threaded portion 25 of the anchor bolt 20 is inserted into the insertion hole 30 of the end face member 60, and the female screw portion 75 of the fixing member 70 is screwed and tightened. Is pulled, and the anchor bolt is firmly fixed at a predetermined position without moving when the concrete is compacted by the vibrator.

【0019】そして脱型時には、前記固定部材70を抜
去して端面部材60を取り外した後、ブロック10を型
枠BKの上方へ脱型すれば、製品端部からアンカーボル
ト20の螺刻部25が突出した製品が形成できる。
At the time of removal from the mold, the fixing member 70 is removed and the end face member 60 is removed, and then the block 10 is removed from the mold frame BK. A product with protruding shape can be formed.

【0020】図7は、連結する製品10A,10Bのア
ンカーボルト間に装着する連結器を示す図で、連結器1
00は雌ねじ部材110と雄ねじ部材120から成り、
雌ねじ部材110は製品10Aの凹陥部14内に突出し
た螺刻部25に遊嵌しその内側から係止ナットNに係止
され、一方、雄ねじ部材120は、製品10Bの凹陥部
14内に突出した螺刻部25に螺嵌し、雌ねじ部材11
0と雄ねじ部材120の緊締により引張応力を加えてア
ンカーボルト20に軸力を発生させ、両製品10Aと1
0Bの当接部11に押圧力を付勢して連結する。
FIG. 7 is a view showing a connector mounted between anchor bolts of products 10A and 10B to be connected.
00 comprises a female screw member 110 and a male screw member 120,
The female screw member 110 loosely fits into the threaded portion 25 projecting into the recess 14 of the product 10A and is locked from the inside by the locking nut N, while the male screw member 120 projects into the recess 14 of the product 10B. The female screw member 11
0 and the external thread member 120 are tightened to apply a tensile stress to generate an axial force on the anchor bolt 20.
A pressing force is urged to connect to the contact portion 11 of 0B.

【0021】前記連結器100は、一方の雌ねじ部材1
10の螺刻部25の挿通孔部に間隙Gを設けているの
で、雌ねじ部材110と雄ねじ部材120の螺合時に両
螺刻部25の軸線誤差を吸収し連結を円滑に行うことが
できる。なお、連結後両凹陥部14,14内に無収縮モ
ルタルMを充填し、連結強度を高めると共に該部内の連
結器100等の防錆防食を図る。
The coupler 100 has one female screw member 1.
Since the gap G is provided in the insertion hole of the threaded portion 25 of 10, when the female screw member 110 and the male screw member 120 are screwed together, the axial error of both threaded portions 25 can be absorbed and the connection can be performed smoothly. After the connection, the non-shrinkable mortar M is filled in the concave portions 14 to increase the connection strength and to prevent rust and corrosion of the connector 100 and the like in the portion.

【0022】図8は、本発明を適用した大型の暗渠ブロ
ックを分割して製造する製造用型枠BXを示す図で、こ
の製造用型枠BXは、台枠Ba上に固定した中子Co
と、台枠Baの両側面に開閉自在に枢着した両側板S
と、両側板Sと中子Co間に昇降機構Jにより昇降自在
に装着され漏洩防止パッキンを全周に設けた底面部材
(端面部材にあたる)60及び前後妻板T(前妻板は図
示省略)から構成され、底面部材60には第1及び第2
実施例で述べた本発明が適用され、凹陥部入子40
(B)に挿通したアンカーボルト20の螺刻部25が固
定部材70により固定されて打設され、製品10A,1
0Bが形成される。
FIG. 8 is a view showing a manufacturing form BX for manufacturing by dividing a large culvert block to which the present invention is applied. This manufacturing form BX is a core Co fixed on a base frame Ba.
And both side plates S pivotally attached to both sides of the underframe Ba so as to be openable and closable.
And a bottom member (corresponding to an end member) 60 and a front and rear end plate T (a front end plate is not shown) which is mounted between the both side plates S and the core Co so as to be able to move up and down by the elevating mechanism J and is provided with a leakage prevention packing all around. The first and second members are provided on the bottom member 60.
The present invention described in the embodiment is applied, and
The threaded portion 25 of the anchor bolt 20 inserted through (B) is fixed and driven by the fixing member 70, and the product 10A, 1
0B is formed.

【0023】そして、脱型時には、前後妻板Tと両側板
Sを開き、底面部材(端面部材にあたる)60下部の固
定部材70を抜き取れば、製品10A,10Bを上部へ
脱型することができる。
At the time of removal from the mold, the products 10A and 10B can be removed from the upper portion by opening the front and rear end plates T and both side plates S and extracting the fixing member 70 below the bottom member (corresponding to an end member) 60. .

【0024】図9は、本発明の適用による暗渠ブロック
の斜視図で、製造した製品10A,10Bを対向させ、
凹陥部14内の両螺刻部25間に前述した連結器100
を装着し、その緊締により両製品を一体化し暗渠ブロッ
クとして使用する。なお、符号paは当接面からの漏水
を防止する止水パッキンである。
FIG. 9 is a perspective view of a culvert block according to the present invention, in which manufactured products 10A and 10B are opposed to each other.
The connector 100 described above between the two threaded portions 25 in the recess 14.
The two products are integrated by tightening and used as a culvert block. In addition, the code | symbol pa is a water-stop packing which prevents water leak from a contact surface.

【0025】図10は、本発明の第3実施例の適用によ
る壁ブロック10Cの途中に横T字形のアンカーボルト
20の螺刻部25を壁面と直角に突出させ、別のブロッ
ク10Dを連結する場合を示す斜視図で、このように連
結することで各種製品への応用範囲が広がる。例えば高
さの高い縦打ちの製造用型枠(図中矢符DA方向から天
地逆に打設する)の場合には、螺刻部25が突出する側
の側板を脱型時に螺刻部が抜ける迄平行移動して型開き
可能に対応すればよい。
FIG. 10 shows that the threaded portion 25 of the horizontal T-shaped anchor bolt 20 projects perpendicularly to the wall surface in the middle of the wall block 10C according to the third embodiment of the present invention, and connects another block 10D. FIG. 4 is a perspective view showing a case, and the range of application to various products is expanded by such connection. For example, in the case of a vertically formed production form (punched upside down from the direction of arrow DA in the figure), the threaded portion comes off when the side plate on which the threaded portion 25 protrudes is removed from the mold. It is only necessary to move in parallel until the mold can be opened.

【0026】[0026]

【発明の効果】アンカーボルトが牽引されて所定位置に
確実に固定できるので、位置決め用のスペーサを必要と
せず、コンクリート製品の打設時の振動機によりアンカ
ーボルトの取付け位置の偏移が防止できる。分割して製
造したコンクリート製品を連結するアンカーボルトの埋
設時にその軸線誤差を僅少に止めることができる効果が
ある。更に、分割して製造しアンカーボルトを埋設した
製品は、型枠の簡略化・打設が容易なため打設単価の低
減化・ストックが簡単・ストックヤードの有効利用が図
れる等の利点もある。
As described above, since the anchor bolt is pulled and can be reliably fixed at a predetermined position, a positioning spacer is not required, and the displacement of the anchor bolt mounting position can be prevented by the vibrator at the time of placing the concrete product. . When the anchor bolts connecting the concrete products manufactured by division are buried, there is an effect that the axial error thereof can be slightly stopped. Furthermore, products manufactured by dividing and embedding anchor bolts have advantages such as simplification of the formwork and easy installation, reduction of the unit cost per unit, easy stocking, and effective use of the stock yard. .

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

【図1】は、本発明のコンクリート製品製造用型枠のア
ンカーボルト装着部構造の第1実施例の要部を示す部分
斜視図。
FIG. 1 is a partial perspective view showing a main part of a first embodiment of an anchor bolt mounting portion structure of a concrete product manufacturing formwork of the present invention.

【図2】は、本発明のコンクリート製品製造用型枠のア
ンカーボルト装着部構造の第1実施例の要部を示す横断
面図。
FIG. 2 is a cross-sectional view showing a main part of a first embodiment of the anchor bolt mounting portion structure of the concrete product manufacturing formwork of the present invention.

【図3】は、本発明のコンクリート製品製造用型枠のア
ンカーボルト装着部構造の第2実施例の要部を示す部分
斜視図。
FIG. 3 is a partial perspective view showing a main part of a second embodiment of the anchor bolt mounting portion structure of the concrete product manufacturing formwork of the present invention.

【図4】は、本発明のコンクリート製品製造用型枠のア
ンカーボルト装着部構造の第2実施例の要部を示す横断
面図。
FIG. 4 is a cross-sectional view showing a main part of a second embodiment of the anchor bolt mounting part structure of the concrete product manufacturing formwork of the present invention.

【図5】は、本発明のコンクリート製品製造用型枠のア
ンカーボルト装着部構造の第3実施例の要部を示す部分
斜視図。
FIG. 5 is a partial perspective view showing a main part of a third embodiment of the anchor bolt mounting portion structure of the concrete product manufacturing formwork of the present invention.

【図6】は、本発明のコンクリート製品製造用型枠のア
ンカーボルト装着部構造の第3実施例の要部を示す横断
面図。
FIG. 6 is a transverse sectional view showing a main part of a third embodiment of the anchor bolt mounting portion structure of the concrete product manufacturing formwork of the present invention.

【図7】は、連結する製品のアンカーボルト間に装着す
る連結器の説明図。
FIG. 7 is an explanatory view of a coupler mounted between anchor bolts of a product to be coupled.

【図8】は、本発明を適用した大型の暗渠ブロックを分
割して製造する製造用型枠の説明図。
FIG. 8 is an explanatory view of a manufacturing formwork for dividing and manufacturing a large culvert block to which the present invention is applied.

【図9】は、本発明を適用した暗渠ブロックの斜視図。FIG. 9 is a perspective view of a culvert block to which the present invention is applied.

【図10】は、本発明の第3実施例の適用による壁ブロ
ックの途中にアンカーボルトの螺刻部を直角に突出させ
た製品の斜視図。
FIG. 10 is a perspective view of a product in which a threaded portion of an anchor bolt protrudes at a right angle in the middle of a wall block according to a third embodiment of the present invention.

【図11】は、従来技術の説明図。FIG. 11 is an explanatory diagram of a conventional technique.

【図12】は、従来技術の説明図。FIG. 12 is an explanatory diagram of a conventional technique.

【図13】は、従来技術の説明図。FIG. 13 is an explanatory diagram of a conventional technique.

【符号の説明】[Explanation of symbols]

BK─梁または平板状ブロックの製造用型枠 BX─暗渠ブロックを分割して製造する製造用型枠 10─梁または平板状ブロック 14─凹陥部 20─アンカーボルト 25─螺刻部 30─挿通孔(アンカーボルトの) 40─凹陥部入子 60─端面部材 70─固定部材 72─係止鍔(固定部材の) 75─雌ねじ部(固定部材の) 78─胴部(固定部材の) 80─挿入孔(端面部材に穿設した固定部材の) 100─連結器 110─雌ねじ部材(連結器の) 120─雄ねじ部材(連結器の) BK: Formwork for manufacturing beams or flat blocks BX: Formwork for manufacturing by dividing culvert blocks 10: Beams or flat blocks 14: Recessed portions 20: Anchor bolts 25: Screwed portions 30: Insertion holes 40 ° recessed part insertion 60 ° end member 70 ° fixing member 72 locking flange (of fixing member) 75 female screw part (of fixing member) 78 ° trunk (of fixing member) 80 ° insertion (of anchor bolt) Hole (of the fixing member drilled in the end face member) 100─ connector 110─ female screw member (of connector) 120─ male screw member (of connector)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート製品の端部に穿設した凹陥
部内にアンカーボルトの螺刻部を突出させて埋設するコ
ンクリート製品製造用型枠のアンカーボルト装着部構造
であって、 アンカーボルトの挿通孔を穿設した複数の凹陥部入子を
固着した端面部材の前記挿通孔の同軸線上にアンカーボ
ルトの固定部材が挿入可能な挿入孔を穿設して製造用型
枠の端面に着脱自在に装着または開閉自在に枢着可能な
端面部材と、 前記挿通孔から凹陥部入子内に突出させたアンカーボル
トの螺刻部を牽引して固定する複数の固定部材を具備し
た、ことを特徴とするコンクリート製品製造用型枠のア
ンカーボルト装着部構造。
1. An anchor bolt mounting part structure for a concrete product manufacturing form in which a threaded portion of an anchor bolt is projected and buried in a recess formed in an end of a concrete product, the hole being an anchor bolt insertion hole. An insertion hole through which a fixing member of an anchor bolt can be inserted is formed on the coaxial line of the insertion hole of the end face member to which the plurality of recessed nests are fixed, and is detachably attached to the end face of the manufacturing formwork. Alternatively, an end face member which can be pivotally opened and closed freely, and a plurality of fixing members for pulling and fixing a threaded portion of an anchor bolt protruding from the insertion hole into the recessed portion insert are provided. Anchor bolt mounting part structure of formwork for concrete product production.
【請求項2】 コンクリート製品の端部に設けた凹陥部
内にアンカーボルトの螺刻部を突出させて埋設するコン
クリート製品製造用型枠のアンカーボルト装着部構造で
あって、 アンカーボルトの挿通孔を穿設し端面部材内側に挟着可
能な複数の凹陥部入子と、 アンカーボルトの固定部材が挿入可能な挿入孔を穿設し
製造用型枠の端面に着脱自在に装着または開閉自在に枢
着可能な端面部材と、 前記挿通孔から凹陥部入子内に突出させたアンカーボル
トの螺刻部を牽引して固定する複数の固定部材を具備し
た、ことを特徴とするコンクリート製品製造用型枠のア
ンカーボルト装着部構造。
2. An anchor bolt mounting portion structure of a concrete product manufacturing formwork in which a threaded portion of an anchor bolt is projected and buried into a concave portion provided at an end of a concrete product, wherein the anchor bolt insertion hole is provided. A plurality of recessed inserts that can be drilled and pinched inside the end face member, and an insertion hole into which a fixing member of the anchor bolt can be inserted to be detachably mounted on the end face of the manufacturing formwork or pivotally opened and closed. A mold for concrete product production, comprising: a mountable end face member; and a plurality of fixing members for pulling and fixing a threaded portion of an anchor bolt protruding from the insertion hole into the recessed portion nest. Frame anchor bolt mounting structure.
【請求項3】 コンクリート製品の端面にアンカーボル
トの螺刻部を突出させて埋設するコンクリート製品製造
用型枠のアンカーボルト装着部構造であって、 アンカーボルトを係止して挿通可能な複数の挿通孔を穿
設し製造用型枠の端部に着脱自在に装着または開閉自在
に枢着した端面部材と、 前記挿通孔から突出させたアンカーボルトの螺刻部を牽
引して固定する複数の固定部材を具備した、ことを特徴
とするコンクリート製品製造用型枠のアンカーボルト装
着部構造。
3. A concrete product manufacturing formwork anchor bolt mounting portion structure for embedding and embedding a threaded portion of an anchor bolt on an end surface of a concrete product, wherein the anchor bolt is locked and inserted. An end face member which is provided with an insertion hole and is detachably attached to an end of the manufacturing formwork or pivotally connected so as to be openable and closable, and a plurality of towed and fixed threaded portions of anchor bolts protruding from the insertion hole. An anchor bolt mounting portion structure for a concrete product manufacturing formwork, comprising a fixing member.
JP26397798A 1998-09-02 1998-09-02 Anchor bolt mounting structure of concrete product manufacturing formwork Expired - Fee Related JP3519955B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26397798A JP3519955B2 (en) 1998-09-02 1998-09-02 Anchor bolt mounting structure of concrete product manufacturing formwork

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Application Number Priority Date Filing Date Title
JP26397798A JP3519955B2 (en) 1998-09-02 1998-09-02 Anchor bolt mounting structure of concrete product manufacturing formwork

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JP2000071235A true JP2000071235A (en) 2000-03-07
JP3519955B2 JP3519955B2 (en) 2004-04-19

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Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3008779U (en) 1994-09-09 1995-03-20 合同製鐵株式会社 Reinforced bar structure with splice joints for concrete structural members

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