JPS6131115Y2 - - Google Patents

Info

Publication number
JPS6131115Y2
JPS6131115Y2 JP11882381U JP11882381U JPS6131115Y2 JP S6131115 Y2 JPS6131115 Y2 JP S6131115Y2 JP 11882381 U JP11882381 U JP 11882381U JP 11882381 U JP11882381 U JP 11882381U JP S6131115 Y2 JPS6131115 Y2 JP S6131115Y2
Authority
JP
Japan
Prior art keywords
base material
hole
anchor bolt
flange
bolt
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
JP11882381U
Other languages
Japanese (ja)
Other versions
JPS5825399U (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 JP11882381U priority Critical patent/JPS5825399U/en
Publication of JPS5825399U publication Critical patent/JPS5825399U/en
Application granted granted Critical
Publication of JPS6131115Y2 publication Critical patent/JPS6131115Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Piles And Underground Anchors (AREA)

Description

【考案の詳細な説明】 この考案は、コンクリート、岩盤その他の母材
に、テンプレートを使用することなく、しかも所
望位置に適確かつ短時間でアンカーボルトを打込
み可能なアンカーボルト用ガイドスリーブに係る
ものである。
[Detailed description of the invention] This invention relates to a guide sleeve for anchor bolts that allows anchor bolts to be driven into concrete, bedrock, or other base materials without using a template and at a desired location in a short time. It is something.

コンクリート、岩盤その他適宜の母材に、合成
樹脂、硬化促進剤および骨材等を充填せる管状レ
ジンカプセルを、利用してアンカーボルトを打込
み、固定するとき、従来の施工手段にあつては、
前記母材にアンカーボルトを打込むべき個所に予
め標識点を刻印し、(俗にいうケガキ)ついで穿
孔機により前記標識点を中心として後刻、挿入す
べき管状レジンカプセルの外径に等しい孔を穿設
し、この孔に上方に所望の空所を存するようにし
て前記管状レジンカプセルを挿入した後、前記標
識点に合致する地点に、打込むべきアンカーボル
トの直径に等しいボルト孔が予め穿設されたテン
プレートを、管状レジンカプセルの挿入された孔
の中心にボルト孔の中心が一致するように、母材
上面に載置し、ついでハンマードリル、さく岩機
のような機器の先端にアンカーボルトを取付けて
当該機器の回転・衝撃によりアンカーボルトを管
状レジンカプセル内に挿入した後、機器を孔から
離脱させてから前記テンプレートをアンカーボル
ト上端から引き抜く。しかしてこの打込みのと
き、管状レジンカプセルの破壊により内部の合成
樹脂、硬化促進剤、骨材および破砕されたカプセ
ルのガラス管の混合により短時間(通常30分間程
度)のうちに硬化してアンカーボルトが母材の所
定位置に固定されることになる。以上のような工
程によりアンカーボルトは母材に打込み・固定さ
れることになるが、前述のようにアンカーボルト
の母材への固定後において、テンプレートはその
存在を全く必要としないのに不拘、施行の工程中
途において必要なため、アンカーボルトの固定位
置の選定やボルト孔の穿設等の手間や時間を多大
に要する上に、母材へのアンカーボルトの固定位
置が変更されたとき、また他所においてアンカー
ボルトの固定位置が現在の固定位置と相違するよ
うなときには、当該テンプレートは使用不能とな
り、新らに別のテンプレートを用意することにな
り、資材の面からみても極めて不経済にして施行
業者にとつては著しい経費の無駄な出費を蒙るこ
とになり、なお常時、標識点とボルトの夫々の中
心を合致させること、管状レジンカプセルの外径
に等しい孔を母材に、またボルト孔に等しい孔を
テンプレートに夫々穿設すること等の工法を正確
かつ均一に行なうことは事実上困難であり、時に
は管状レジンカプセルの挿入が不可能な孔の穿設
や、過大な孔の穿設により管状レジンカプセルの
所定位置への保持不能等のような不測の事態発生
を招来するすることもあり、さらにはアンカーボ
ルトの母材への打込みを常時、適確かつ均一下に
行なうことも之亦事実上、難渋しているのが現状
であり、またアンカーボルトの管状レジンカプセ
ルの破砕に際し、カプセル内の充填材が孔の外側
から流出し、打込まれたアンカーボルトや母材近
傍に付着・凝固してアンカーボルトに取付けるべ
き部材の取付時の支障となることもあり、流動状
態下に取り除く必要がある等、施行に際し、いく
たの欠点が存在している。そこでこの考案は前述
のようないくたの欠点を改良すべくまづテンプレ
ートを使用せづ、しかもアンカーボルトを母材の
所定位置に常時適確かつ均一に折込み、固定可能
としたアンカーボルト用ガイドスリーブを提供し
ようとするもので、上端にフランジを一体に突
出・形成した円筒部の外周縁に、上下両端に亘つ
て溝を設け、この溝を前記フランジに穿設した通
孔に連通させると共に、フランジの上面に基準線
を刻印してなるものである。
When anchor bolts are driven into concrete, bedrock, or other suitable base material using tubular resin capsules filled with synthetic resin, curing accelerator, aggregate, etc., and fixed, conventional construction methods include:
Marking points are stamped in advance on the base material at the locations where the anchor bolts are to be driven (commonly called scribing), and then later a hole equal to the outer diameter of the tubular resin capsule to be inserted is drilled using a drilling machine around the marking points. After drilling and inserting the tubular resin capsule into this hole with the desired void above, a bolt hole equal to the diameter of the anchor bolt to be driven is pre-drilled at a point that coincides with the marker point. Place the prepared template on the top surface of the base material so that the center of the bolt hole coincides with the center of the inserted hole of the tubular resin capsule, and then anchor it to the tip of a device such as a hammer drill or rock drill. After the bolt is attached and the anchor bolt is inserted into the tubular resin capsule by the rotation and impact of the device, the device is removed from the hole and the template is pulled out from the upper end of the anchor bolt. However, when driving the lever, the tubular resin capsule is broken and the internal synthetic resin, curing accelerator, aggregate, and glass tube of the crushed capsule are mixed and hardened within a short period of time (usually about 30 minutes) to become the anchor. The bolt will be fixed in place on the base material. The anchor bolt is driven and fixed into the base material through the process described above, but as mentioned above, after the anchor bolt is fixed to the base material, the template does not need to exist at all. Since it is necessary in the middle of the installation process, it takes a lot of time and effort to select the anchor bolt fixing position and drill bolt holes, and when the anchor bolt fixing position to the base material is changed, If the fixing position of the anchor bolt is different from the current fixing position elsewhere, the template becomes unusable and a new template must be prepared, which is extremely uneconomical from a material standpoint. For the contractor, this would incur significant wasted expense, and it would be necessary to always match the center of each marker point with the bolt, to make a hole equal to the outer diameter of the tubular resin capsule in the base material, and to make the bolt It is practically difficult to perform the construction method accurately and uniformly, such as drilling equal holes in the template, and sometimes it is difficult to drill holes that make it impossible to insert a tubular resin capsule, or to drill holes that are too large. Depending on the setting, unforeseen situations such as the inability to hold the tubular resin capsule in the specified position may occur, and it may also be necessary to always drive the anchor bolt into the base material properly and uniformly. In fact, it is currently difficult to do so, and when the tubular resin capsule of the anchor bolt is crushed, the filler inside the capsule flows out from the outside of the hole, causing damage to the anchor bolt that has been driven in and the vicinity of the base material. There are a number of drawbacks to the implementation, such as adhesion and solidification, which can interfere with the installation of members to be attached to anchor bolts, and the need to remove them under fluid conditions. Therefore, in order to improve the above-mentioned drawbacks, this invention uses a guide sleeve for anchor bolts that uses a template and can always fold and fix anchor bolts properly and uniformly in the predetermined position of the base material. A groove is provided on the outer circumferential edge of a cylindrical part having a flange integrally projected and formed on the upper end thereof, and this groove is communicated with a through hole bored in the flange, and A reference line is engraved on the top surface of the flange.

以下図面についてこの考案の一実施例を述べる
に、合成樹脂、鋼板等の適宜の材質からなる円筒
部1の上端にフランジ2を一体に形成し、該フラ
ンジ2に所定間隔下に適数個(ここでは3個)の
通孔hを穿設する一方、フランジ2の上面に適数
本(ここでは4本)の細溝状の基準線aを刻印
し、対向せる基準線aの相互を連結したとき、互
に直交するようにし、また前記通孔hの夫々と連
通せる溝bを円筒部1の上・下両端に亘つて設
け、水、空気等の抽出、後述のレジンrのオーバ
ーフローの防止ならびに内部圧力の均一化を企図
している。しかして円筒部1の内径dは使用すべ
きアンカーボルト3の外径eより少許大きくし、
アンカーボルト3の円筒部1内への挿入時、振
動、衝撃等により破損しないようにしておく。な
おアンカーボルト3の母材Mの打込み、固定に際
しての手段は、第5図にみるように、母材Mに穿
設された孔4の底部に、ポリエステル樹脂(レジ
ン)r、硬化促進剤fおよび骨材kをガラス管g
内に充填した管状レジンカプセル5を載置する一
方、フランジ2を孔4の上端周縁に係止して円筒
部1を垂下しておく。またこの孔4の直径に円筒
部1の外径が等しくなるようにしておく。なお、
使用に際しては、本案品を母材Mに固定するため
に通孔hの他に、フランジ2に適数個の固定用通
孔(図示しない)を穿設するか、もしくはその他
適宜の固定手段を採用する。図中Cはキヤツプで
ある。
An embodiment of this invention will be described below with reference to the drawings. A flange 2 is integrally formed on the upper end of a cylindrical part 1 made of a suitable material such as synthetic resin or steel plate, and an appropriate number of flanges ( While drilling (here, three) through holes h, an appropriate number (here, four) of thin groove-shaped reference lines a are engraved on the upper surface of the flange 2, and the opposing reference lines a are connected to each other. At this time, grooves b are provided at both the upper and lower ends of the cylindrical portion 1 so that they are perpendicular to each other and communicate with each of the through holes h to prevent the extraction of water, air, etc., and the overflow of the resin r, which will be described later. It is intended to prevent this and equalize the internal pressure. Therefore, the inner diameter d of the cylindrical portion 1 is slightly larger than the outer diameter e of the anchor bolt 3 to be used,
When inserting the anchor bolt 3 into the cylindrical part 1, make sure that it is not damaged by vibration, impact, etc. The means for driving and fixing the base material M of the anchor bolt 3 is as shown in FIG. and aggregate k to glass tube g
While the tubular resin capsule 5 filled inside is placed, the flange 2 is locked to the upper edge of the hole 4, and the cylindrical portion 1 is left hanging down. Further, the outer diameter of the cylindrical portion 1 is made equal to the diameter of the hole 4. In addition,
In use, in order to fix the product to the base material M, in addition to the through hole h, an appropriate number of fixing holes (not shown) should be bored in the flange 2, or other suitable fixing means should be used. adopt. C in the figure is a cap.

この考案は前述のような構成であるから。母材
Mへのアンカーボルト3の打込み・固定に際し、
まづ第5図にみるように母材Mの孔4の底部に管
状レジンカプセル5を載置し、ついで孔4上端周
縁にフランジ2を係止して円筒部1を孔4内に垂
下・保持すると共に、固定用通孔を介しボルトの
ような止着具(図示しない)を母材に植込んで固
定した後、ハンマードリル、さく岩機等のような
機器(図示しない)の先端にアンカーボルト3を
取付け、之を円筒部1内に向け回転・衝撃を与え
乍ら下降させると、アンカーボルト3は円筒部1
により誘導され、ついで管状レジンカプセル5が
破砕されてレジンr、硬化促進剤f、骨材kおよ
び破砕されたガラス管gが混合され、その結果適
宜の時間(30分間程度)経過後、硬化して、孔4
に円筒部1と共にアンカーボルト3の一部が母材
に埋設されることになる。なおレジンr等の余つ
たものは溝bを介して上昇し、孔4の内周縁と円
筒部1外側との隙間を満たし、レジンrが不測の
うちに孔4の上端から外部にあふれ出るような惧
れがない。
This idea is structured as described above. When driving and fixing the anchor bolt 3 into the base material M,
First, as shown in FIG. 5, the tubular resin capsule 5 is placed on the bottom of the hole 4 of the base material M, and then the flange 2 is locked to the upper edge of the hole 4, and the cylindrical portion 1 is suspended into the hole 4. At the same time, a fixing device (not shown) such as a bolt is inserted into the base material through the fixing hole and fixed, and then attached to the tip of a device (not shown) such as a hammer drill, rock drill, etc. When the anchor bolt 3 is attached and lowered while rotating and applying an impact toward the inside of the cylindrical part 1, the anchor bolt 3 is moved into the cylindrical part 1.
The tubular resin capsule 5 is then crushed, and the resin r, hardening accelerator f, aggregate k and crushed glass tube g are mixed, and as a result, after a suitable time (about 30 minutes) has passed, it hardens. Hole 4
A part of the anchor bolt 3 together with the cylindrical portion 1 is embedded in the base material. The remaining resin r etc. rises through the groove b and fills the gap between the inner peripheral edge of the hole 4 and the outside of the cylindrical part 1, so that the resin r accidentally overflows from the upper end of the hole 4 to the outside. There is no fear.

この考案によれば、コンクリート、岩盤その他
の母材へのアンカーボルトの埋設に際し、従来そ
の利用を不可欠とされていたテンプレートを全く
使用しないため、テンプレート自体の材料費やボ
ルト孔の穿設時の手間や時間が全て不要であるか
ら施工業者、施工主等の経済的な負担が著しく低
減され、また母材の孔の直径が予め規定した値よ
り大きいときでも、フランジに刻印された基準線
を母材側のケガキセンターに合致させることでア
ンカーボルトの適確な打込が可能であり、しかも
アンカーボルトは円筒部により誘導・下降される
ので、常時、均一な打込み・固定状態を確保でき
るため、従来の打込み・固定の状態に比し、母材
への埋入に際し、埋設精度の向上を所期できる
し、ま円筒部の外周線に設けた上下に亘る溝の存
在でレジン等が余分のとき、溝に沿うて上昇し、
孔内周縁と円筒部外側との間における隙間を満
し、かつ孔の上端から外側に流出する惧れがない
ので、気泡のない気密性の良好な埋設状態を所期
でさるし、また従来の施工時において、アンカー
ボルトの母材への挿入を適確に行なうために、ア
ンカーボルトの挿入に先立ち誘導片および之を母
材に定着するためのL型アンカーボルトを通常必
要としたのに対し、円筒部の存在でかかる部材は
不要なため、作業工程を短縮でき、さらには、従
来におけると同様に水中での施工も可能である上
に、アンカーボルトの母材への埋設角度を容易に
決定できるので利用者にとつては従来の施工手段
に比し簡便にして適確かつ迅速に施工が可能であ
ると共に、全体としての構造も至つて簡単である
から、堅牢・安価に製作可能なため、需要者に大
量に供給できる等の実益を有するものである。
According to this invention, when embedding anchor bolts in concrete, bedrock, or other base materials, a template, which was previously considered indispensable, is not used at all. Since no labor or time is required, the economic burden on the contractor and construction owner is significantly reduced.Also, even when the diameter of the hole in the base material is larger than a predefined value, the reference line stamped on the flange can be used. By matching the marking center on the base material side, it is possible to drive the anchor bolt accurately, and since the anchor bolt is guided and lowered by the cylindrical part, uniform driving and fixing can be ensured at all times. Compared to the conventional driving and fixing state, it is possible to improve the embedding accuracy when embedding into the base material, and the presence of grooves extending up and down on the outer circumference of the cylindrical part eliminates excess resin, etc. When , it rises along the groove,
It fills the gap between the inner circumferential edge of the hole and the outside of the cylindrical part, and there is no risk of leakage to the outside from the upper end of the hole. During construction, in order to properly insert the anchor bolt into the base material, it is usually necessary to use an L-shaped anchor bolt to secure the guide piece and the base material to the base material prior to inserting the anchor bolt. On the other hand, because the presence of the cylindrical part eliminates the need for such a member, the work process can be shortened, and furthermore, construction can be done underwater as in the past, and the angle at which the anchor bolt is buried in the base material can be easily adjusted. This allows the user to construct the system more easily, accurately, and quickly than with conventional construction methods, and the overall structure is extremely simple, so it can be manufactured robustly and inexpensively. Therefore, it has practical benefits such as being able to supply large quantities to users.

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

図面はこの考案に係る一実施例にして、第1図
は正面図、第2図は平面図、第3図は第2図の
−線断面図、第4図は第1図の−線断面
図、第5図は本案品の使用状況を示す一部切欠せ
る縦断面図である。 1……円筒部、2……フランジ、a……基準
線、b……溝、h……通孔。
The drawings show one embodiment of this invention, and FIG. 1 is a front view, FIG. 2 is a plan view, FIG. 3 is a sectional view taken along the line -- in FIG. 2, and FIG. 4 is a sectional view taken along the line -- in FIG. FIG. 5 is a vertical sectional view, partially cut away, showing how the product is used. 1...Cylindrical part, 2...Flange, a...Reference line, b...Groove, h...Through hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 上端にフランジを一体に突出・形成した円筒部
の外周縁に、上下両端に亘つて溝を設け、この溝
を前記フランジに穿設した通孔に連通させると共
に、フランジの上面に基準線を刻印してなるアン
カーボルト用ガイドスリーブ。
A groove is provided on the outer circumferential edge of the cylindrical part, which has a flange integrally projected and formed at the upper end, extending from both the upper and lower ends, and this groove is communicated with a through hole drilled in the flange, and a reference line is engraved on the upper surface of the flange. A guide sleeve for anchor bolts.
JP11882381U 1981-08-12 1981-08-12 Guide sleeve for anchor bolt Granted JPS5825399U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11882381U JPS5825399U (en) 1981-08-12 1981-08-12 Guide sleeve for anchor bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11882381U JPS5825399U (en) 1981-08-12 1981-08-12 Guide sleeve for anchor bolt

Publications (2)

Publication Number Publication Date
JPS5825399U JPS5825399U (en) 1983-02-17
JPS6131115Y2 true JPS6131115Y2 (en) 1986-09-10

Family

ID=29912924

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11882381U Granted JPS5825399U (en) 1981-08-12 1981-08-12 Guide sleeve for anchor bolt

Country Status (1)

Country Link
JP (1) JPS5825399U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5080281B2 (en) * 2006-02-01 2012-11-21 サンコーテクノ株式会社 Adhesive anchor, method for constructing adhesive anchor

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6266473B2 (en) * 2014-08-25 2018-01-24 鹿島建設株式会社 Anchor bolt installation method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5080281B2 (en) * 2006-02-01 2012-11-21 サンコーテクノ株式会社 Adhesive anchor, method for constructing adhesive anchor

Also Published As

Publication number Publication date
JPS5825399U (en) 1983-02-17

Similar Documents

Publication Publication Date Title
JP5792880B1 (en) Composite insert device for concrete placement
EP2013527A2 (en) Connection between a lateral and main pipe and method for making same remotely
IL41960A (en) Method and apparatus for installing concrete piles
US6773208B2 (en) Method for casting a partially reinforced concrete pile in the ground
JPS6131115Y2 (en)
US5967700A (en) Lime/cement columnar stabilization of soils
IL34926A (en) Procedure and equipment for the sampling of soil and rock masses
US4143988A (en) Manhole riser
JP2747984B2 (en) Sleeve positioning and fixing device
JPS6145233Y2 (en)
JPS5820825A (en) Pile formation work and device therefor
JPS6127422Y2 (en)
JP3027935U (en) Guardrail prop installation processing tool
JPH1171754A (en) Pile execution method and equipment therefor
JPH072861Y2 (en) Variation prevention device for concrete form spacing controller
JPH0319527Y2 (en)
JP3919459B2 (en) Hollow ready-made concrete pile, method for forming space in pile head into which curable material flows, and space forming tool
JPS597953Y2 (en) Concrete hollow part forming member
JPH01187225A (en) Centering base frame and casing or steel tubular pile penetrating work therewith
JP2001164570A (en) Centering jig for auger screw
JPS59173421A (en) Driving work of pile
JPH0333783Y2 (en)
DK200100319U3 (en) A traffic control element
JPS6256294B2 (en)
JPH0728309Y2 (en) Concrete top point