JPS5821014A - Method of burying insert clamping tool - Google Patents

Method of burying insert clamping tool

Info

Publication number
JPS5821014A
JPS5821014A JP11894981A JP11894981A JPS5821014A JP S5821014 A JPS5821014 A JP S5821014A JP 11894981 A JP11894981 A JP 11894981A JP 11894981 A JP11894981 A JP 11894981A JP S5821014 A JPS5821014 A JP S5821014A
Authority
JP
Japan
Prior art keywords
spacer
insert
panel
concrete panel
connecting member
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.)
Pending
Application number
JP11894981A
Other languages
Japanese (ja)
Inventor
聡 北川
晃司 山口
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial Co Ltd
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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP11894981A priority Critical patent/JPS5821014A/en
Publication of JPS5821014A publication Critical patent/JPS5821014A/en
Pending legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)
  • Dowels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は、ALC(オートクレーブ処理された軽量コ
ンクリート)パネルやGRC(ガラス繊維強化セメント
)パネル等の取り付は接合に使用するインサートボルト
やインサートナツト等のインサート締付具のALCやG
RCパネルへの埋設法に関する。
DETAILED DESCRIPTION OF THE INVENTION This invention provides insert fasteners such as insert bolts and insert nuts used for joining ALC (autoclaved lightweight concrete) panels, GRC (glass fiber reinforced cement) panels, etc. ALC and G
Regarding embedding method in RC panel.

従来、この種インサート締付具の埋設法は、硬化後のA
LC+GRCパネルに穿孔機をもって下孔を穿設し、と
の下孔に対してボルトあるいはナツトを打ち込むことに
よって取付固定されるため、取付作業が煩られしく作業
性に劣る上、抜は止め効果にとぼしいなどの欠点がある
Conventionally, the method of embedding this type of insert fastener is to
A pilot hole is drilled in the LC+GRC panel using a drilling machine, and the panel is installed and fixed by driving a bolt or nut into the pilot hole, which is cumbersome and has poor workability, and is not effective in preventing removal. It has drawbacks such as being dim.

この発明法は上記従来の欠点に鑑みなされたもので、取
付作業を簡易化して作業性の向上を図るとともに、大き
い抜は止め効果を期待できるインサート締付具の埋設法
を提供することを目的とする。
This invention method was developed in view of the above-mentioned conventional drawbacks, and the purpose is to provide a method for embedding an insert fastener that can be expected to have a large pull-out prevention effect as well as simplify the installation work and improve workability. shall be.

以下、この発明の一実施例を図面を用いて説明する。An embodiment of the present invention will be described below with reference to the drawings.

第1図は、この発明で使用するインサート締付具(A)
を示し、第1図0はこのインサート締付具としてインサ
ートナツトを用いた場合の実施例を示し、同図において
、(1)はボックスナツトである締付部材、(2)はス
ペーサ、(3)は固定用・ボルト、(4)は拡開性連結
部材で締付部材(1)とスペーサ(2)は同一軸線上に
おいて互いに対向して配設され、スペーサ(2)の中心
部に穿設した貫通孔Q!→に押通した固定用ボルト(3
)の先端(3a)を締付部材(1)のねじ孔(la)に
螺合している。
Figure 1 shows the insert fastener (A) used in this invention.
FIG. 10 shows an example in which an insert nut is used as the insert fastener. In the same figure, (1) is a box nut, (2) is a spacer, (3) is a box nut, and (2) is a spacer. ) is a fixing bolt, and (4) is an expandable connecting member. The tightening member (1) and the spacer (2) are arranged facing each other on the same axis, and a hole is drilled in the center of the spacer (2). Through-hole Q! →The fixing bolt (3
) is screwed into the screw hole (la) of the tightening member (1).

拡開性連結部材(4)(第1図q参照)は円周方向に所
定間隔を存した切れ目(間隙)(5)を軸方向に複数形
成した筒状のものであって、締付部材(])とスペーサ
(2)の対向面の周縁部に配置され、両端(4a) 、
 L411>を締付部材(1)とスペーサ(2)の対向
面に、たとえば溶接など適宜の手段によって接合して締
付部材(1)とスペーサ(2)を連結しており、その中
央部(4C)を幾分薄肉状でかつ径外方向に隆起した状
態に形成して、径外方向へ゛の拡開性をもたせている。
The expandable connecting member (4) (see Figure 1q) is a cylindrical member with a plurality of cuts (gaps) (5) formed in the axial direction at predetermined intervals in the circumferential direction, and (]) and the spacer (2), and both ends (4a),
L411> is joined to the opposing surfaces of the tightening member (1) and the spacer (2) by an appropriate means such as welding to connect the tightening member (1) and the spacer (2), and the center portion ( 4C) is formed to have a somewhat thin wall shape and bulge in the radially outward direction, thereby providing expandability in the radially outward direction.

一方、インサート締付具(A)としてインサートボルト
を用いる場合には、第1図(b)のように構成される。
On the other hand, when an insert bolt is used as the insert fastener (A), it is constructed as shown in FIG. 1(b).

同図において、(1)はインサートボルトである締付部
材、(2)はスペーサ、(4)は拡開性連結部材を示し
、スペーサ(2)の中心部に穿設した貫通孔12a)に
対して締付部材(1)の脚部αりを挿通し、拡開性連結
部材(4)の一端(4a)をスペーサ(2)の対向面に
、他端(41jlを締付部材(1)の頭部QC)の対向
面に接合して、締付部材(1)とスペーサ(2)を連結
している。
In the figure, (1) is a tightening member that is an insert bolt, (2) is a spacer, and (4) is an expandable connecting member. The leg portion α of the tightening member (1) is inserted into the opposite side, one end (4a) of the expandable connecting member (4) is placed on the opposing surface of the spacer (2), and the other end (41jl is ) to connect the tightening member (1) and the spacer (2).

以上の様な構成からなるインサート締付具(A)を硬化
する前の柔軟人状態即ち半硬化時のALCやGRC等の
コンクリート系パネル(6)に対してパネル表面から埋
設を要する箇所に締付部材(1)から埋入しスペーサ(
2)をパネル上方へ残して埋入する(第2図(a)、お
よび第3図(a)参照)。
The insert fastener (A) having the above configuration is tightened from the surface of the panel to the place where it is necessary to bury the concrete panel (6) such as ALC or GRC in a flexible state before hardening, that is, in a semi-hardened state. Insert the spacer (
2) is left above the panel and embedded (see FIGS. 2(a) and 3(a)).

第2図(a) 、 (b)は締付部材(1)がインサー
トナツトの場合の説明図、第3図(a) 、 (b)は
インサートボルトトの場合の説明図である。
FIGS. 2(a) and (b) are explanatory views when the tightening member (1) is an insert nut, and FIGS. 3(a) and (b) are explanatory views when the tightening member (1) is an insert bolt.

第2図(a)、および第3図(→の如く、インサート 
    1締付具(A)をコンクリート系パネル(6)
に半埋設状態で、硬化養生させてコンクリート系パネル
(6)の硬化度を進行させ締付部材(1)をコンクリー
ト系パネル(6)に固着した後、固定用ボルト(3)と
締付部材(1)の脚部α切を固定して締付部材(1)の
沈下を阻止すると同時に、スペーサ(2)を押え部材(
8)でパネル上方から押圧して矢印C方向に押し下げて
スペーサ(2)をコンクリート系パネル(6)内に埋設
させながら締付部材(1)に対して近接させ、第2図(
1))および第3図(b)で示すようなインサート状態
とする。
As shown in Figure 2 (a) and Figure 3 (→), insert
1 Fastener (A) to concrete panel (6)
After curing and curing the concrete panel (6) in a semi-buried state to advance the degree of hardening of the concrete panel (6) and fix the tightening member (1) to the concrete panel (6), the fixing bolt (3) and the tightening member are At the same time, the leg α cut of (1) is fixed to prevent the tightening member (1) from sinking, and at the same time, the spacer (2) is held by the holding member (
8), press the panel from above and push it down in the direction of arrow C to embed the spacer (2) in the concrete panel (6) and bring it close to the tightening member (1), as shown in Figure 2 (
1)) and the insert state as shown in FIG. 3(b).

この近接軸移動にともなって、筒状の拡開性連結部材(
4)の中央部αC)を径外方向に拡開した抜は止め用か
えり部(7)がコンクリート系パネル(6)内部で形成
される。
Along with this proximal axis movement, the cylindrical expandable connecting member (
A pull-out stopper burr (7) is formed inside the concrete-based panel (6) by expanding the central portion αC) of 4) in the radial outward direction.

なお、拡開性連結部材(4)は第1図(C)のような上
下両端部G4aD 、 (4b11)が周方向に連続し
ている構成Kしても、第1図(a) 、 (t))の如
く両端(4a) 、  Qりが周方向に連続していない
構成からなるものと同様の効果を奏する。
Note that even if the expandable connecting member (4) has a configuration K in which both the upper and lower end portions G4aD, (4b11) are continuous in the circumferential direction as shown in FIG. 1(C), The same effect as shown in t)) is obtained in which both ends (4a) and the Q-shape are not continuous in the circumferential direction.

以上の如く、この発明に係るインサート締付具の埋設法
は拡開性連結部材を連結した締付具をコンクリート系パ
ネルが半硬化時に上記締付具のスペーサを残して埋入し
、コンクリート系ノ(ネルの硬化が進行した時点で締付
部材とスペーサを近接させるようにスペーサを押え部材
を用いて・ζネル内へ押し込み、この近接時に拡開性連
結部材を拡開させて抜は止め用かえり部を構成するイン
サート締付具の埋設法であるから、従来のインサート締
付具の取付方法に較べて取付作業が簡単で作業性が向上
するとともに、径外方向に大きく拡開した抜は止め用か
えり部が形成されるから、すぐれた抜は止め効果をもつ
インサート締付具をコンクリート系パネルに取り付けら
れる効果を奏する。
As described above, the method for embedding an insert fastener according to the present invention is to embed the fastener connected with the expandable connecting member into the concrete panel while leaving the spacer of the fastener when the concrete panel is semi-hardened. (When the flannel hardens, use the holding member to push the spacer into the ζ flannel so that the tightening member and spacer are close to each other, and at this time, expand the expandable connecting member to prevent it from coming out.) Since this is a method of burying the insert fasteners that make up the reusable part, the installation work is easier and more workable than the conventional method of installing insert fasteners, and it is possible to bury the insert fasteners that make up the reuse part. Since a retaining burr is formed, an insert fastener having an excellent retaining effect can be attached to a concrete panel.

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

第1図(a) 、 (1))はこの発明法で使用するイ
ンサート締付具の外観図、第1図(C)はインサート締
付具を構成する拡開性連結部材の他の実施例を示し、第
2図(a)、(b)および第3図(a) 、 (b)は
コノ発明法ノ説明図である。 (1)・・締付部材    (2)・・スペーサ(4)
・・・拡開性連結部材 (6)・・・コンクリート系・
々ネル(7)・・・抜は止め用かえシ部(8)・・・押
え部材(C) 4C (0) 第 (0) 11 giE3図 (a) (b)
Figures 1(a) and (1)) are external views of the insert fastener used in the method of this invention, and Figure 1(C) is another embodiment of the expandable connecting member constituting the insert fastener. 2(a), (b) and FIG. 3(a), (b) are explanatory diagrams of the invention method. (1)...Tightening member (2)...Spacer (4)
... Expandable connecting member (6) ... Concrete type
Channel (7)... Barge part for stopping removal (8)... Holding member (C) 4C (0) No. (0) 11 giE3 Figures (a) (b)

Claims (1)

【特許請求の範囲】[Claims] (1)コンクリート系パネルの半硬化時にインサート締
付具の埋設を要する箇所のパネル表面から、同一軸線上
に互いに対向する締付部材とスペーサの対向面を円周方
向に所定間隔を存した切れ目を軸方向゛に形成した拡開
性連結部材で連結したインサート締付具を、上記スペー
サをパネル表面から上方へ残して埋設し、この埋設状態
でコンクリート系パネルを更に硬化させた後、スペーサ
上方から押え部材を用いてスペーサと締付部材を近接さ
せるようにスペーサをコンクリート系パネル内に押し込
み、この押し込み時に上記拡開性連結部材を径外方向に
拡開して抜は止め用かえり部を形成するようにしたこと
を特徴とするインサート締付具の埋設法。
(1) Cuts with a predetermined interval in the circumferential direction from the panel surface where insert fasteners are required to be buried when the concrete panel is semi-cured, to the opposing surfaces of the fastening member and spacer, which face each other on the same axis. An insert fastener connected by an expandable connecting member formed in the axial direction is buried leaving the spacer above the panel surface, and after further hardening the concrete panel in this buried state, it is inserted above the spacer. Push the spacer into the concrete panel using a holding member to bring the spacer and the fastening member close together, and when pushing the spacer, expand the expandable connecting member radially outward to create a burr to prevent removal. A method for embedding an insert fastener, characterized in that the insert fastener is formed into a shape.
JP11894981A 1981-07-28 1981-07-28 Method of burying insert clamping tool Pending JPS5821014A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11894981A JPS5821014A (en) 1981-07-28 1981-07-28 Method of burying insert clamping tool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11894981A JPS5821014A (en) 1981-07-28 1981-07-28 Method of burying insert clamping tool

Publications (1)

Publication Number Publication Date
JPS5821014A true JPS5821014A (en) 1983-02-07

Family

ID=14749236

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11894981A Pending JPS5821014A (en) 1981-07-28 1981-07-28 Method of burying insert clamping tool

Country Status (1)

Country Link
JP (1) JPS5821014A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101413191B1 (en) * 2013-12-05 2014-06-30 경민금속주식회사 A anchor bolt of improving efficiency

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101413191B1 (en) * 2013-12-05 2014-06-30 경민금속주식회사 A anchor bolt of improving efficiency

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