JPH08200331A - Joint bar tool with anchor and anchor - Google Patents
Joint bar tool with anchor and anchorInfo
- Publication number
- JPH08200331A JPH08200331A JP641895A JP641895A JPH08200331A JP H08200331 A JPH08200331 A JP H08200331A JP 641895 A JP641895 A JP 641895A JP 641895 A JP641895 A JP 641895A JP H08200331 A JPH08200331 A JP H08200331A
- Authority
- JP
- Japan
- Prior art keywords
- locking member
- anchor
- hole
- locking
- differential
- 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
Links
- 210000003205 muscle Anatomy 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000003387 muscular Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000002184 metal Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000000994 depressogenic effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000005060 rubber Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
- Dowels (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、例えばコンクリート面
等に打ち込むアンカーを備えた差筋具並びにアンカーに
関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bracing tool and an anchor provided with an anchor for driving a concrete surface or the like.
【0002】[0002]
【従来の技術】通常の差筋アンカーとしては、図7及び
図8に示すように、異形棒鋼aの端部にカラーbの一側
をプレス装置によって圧着し、カラーbの他側には十字
状にスリットcが形成され、そして円錐台形状の楔体d
を前記カラーbの他側に押入するものであって、コンク
リート面eに形成した取付孔fに差し込んだ後、異形棒
鋼aの上端より押圧することによりカラーbが拡がって
逆三角形となり抜け止め作用を発揮できるものがある。2. Description of the Related Art As a conventional differential bar anchor, as shown in FIGS. 7 and 8, one side of a collar b is crimped to the end of a deformed steel bar a by a pressing device and the other side of the collar b is cross-shaped. -Shaped slit c is formed, and a truncated cone-shaped wedge body d
Is pushed into the other side of the collar b, and after being inserted into the mounting hole f formed in the concrete surface e and then pressed from the upper end of the deformed steel bar a, the collar b expands to form an inverted triangle to prevent the retaining. There are things that can demonstrate.
【0003】[0003]
【発明が解決しようとする課題】しかし、従来の差筋ア
ンカーにあっては、カラーbの他側には十字状にスリッ
トcを形成する必要があり、しかも異形棒鋼aの端部に
カラーbの一側をプレス装置によって圧着する必要があ
るので、価格的に高価なものにならざるをえず、また、
異形棒鋼aの端部にカラーbの一側をプレス装置によっ
て圧着したものを、押入する取付孔fをコンクリート面
eに形成するのに、カラーbの径より大きな径の取付孔
fを形成する必要があるので、コンクリート面eへの孔
あけ作業に時間と労力を要するという問題点があった。However, in the conventional differential bar anchor, it is necessary to form a cross-shaped slit c on the other side of the collar b, and moreover, the collar b is formed at the end of the deformed steel bar a. Since it is necessary to crimp one side with a pressing device, it must be expensive in price, and
When one side of the collar b is crimped to the end portion of the deformed steel bar a by a pressing device, a mounting hole f having a diameter larger than that of the collar b is formed in order to form a mounting hole f to be pushed in on the concrete surface e. Since it is necessary, there is a problem that it takes time and labor for the drilling work on the concrete surface e.
【0004】そこで、本発明は、安価でしかも作業性に
優れたアンカーを備えた差筋具並びにアンカーを提供し
ようとするものである。Therefore, the present invention is intended to provide a differential braces and an anchor having an anchor which is inexpensive and excellent in workability.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するため
に、本発明は、係止杆体の略中央部にくびれ凹部を設け
た係止部材と;前記係止部材のくびれ凹部内に位置する
ように先端部を尖らせた楔部材と;所定長さの差筋の先
端面に、前記楔部材を挿入する有底の保持孔を軸心方向
に穿設するとともに、この保持孔に直交するように差筋
の径方向に前記係止部材を挿入する貫通孔を穿設した差
筋とよりなるアンカーを備えたものである。In order to achieve the above-mentioned object, the present invention provides a locking member having a constricted recess at a substantially central portion of a locking rod; and a locking member located in the constricted recess of the locking member. A wedge member having a sharpened tip portion; a bottomed holding hole into which the wedge member is inserted is bored in the axial direction of the leading end surface of the differential line having a predetermined length, and is orthogonal to the holding hole. As described above, the anchor includes the differential bar having the through hole for inserting the locking member in the radial direction of the differential bar.
【0006】後述する効果により、係止部材のくびれ凹
部を係止杆体表面に周設したり、また係止部材の両端を
尖らせたものを用いるのがより好ましい。Due to the effects described below, it is more preferable to use a constricted recess of the locking member provided around the surface of the locking rod or to have both ends of the locking member sharpened.
【0007】上記目的を達成するために、係止杆体の略
中央部にくびれ凹部を設けた係止部材と;前記係止部材
のくびれ凹部内に位置するように先端部を尖らせた楔部
材と;前記楔部材を一端から挿入するとともに、ボルト
等を他端から嵌入しうる保持孔を軸心方向に穿設し、こ
の保持孔に直交するように差筋の径方向に前記係止部材
を挿入する貫通孔を穿設したスリーブとよりなるアンカ
ーを提供しようとするものである。In order to achieve the above object, a locking member having a constriction recessed portion at a substantially central portion of a locking rod; and a wedge member having a sharp tip so as to be located in the constricted recessed portion of the locking member. The wedge member is inserted from one end, and a holding hole into which a bolt or the like can be inserted from the other end is bored in the axial direction, and the locking member is provided in the radial direction of the differential line so as to be orthogonal to the holding hole. The present invention is intended to provide an anchor composed of a sleeve having a through hole for inserting thereinto.
【0008】後述する効果により、係止部材のくびれ凹
部を係止杆体表面に周設したり、また係止部材の両端を
尖らせたものが好ましい。Due to the effects described later, it is preferable that the constricted concave portion of the locking member is provided around the surface of the locking rod, or both ends of the locking member are sharpened.
【0009】[0009]
【作用】以上の如く本発明に係る請求項1のアンカーを
備えた差筋具によれば、コンクリート面に差筋の外径よ
りやや大きな径の有底の取付孔を穿設し、該取付孔内に
差筋具の先端部を差し込み、基端を押圧すると、楔部材
の先端が係止部材のくびれ凹部を打ち抜いて係止部材が
略中央部で2つに切断され、それぞれの係止部材が貫通
孔から側方に突出して係止部材がコンクリート面にくい
こんだ状態に保持されて差筋具が固定されるのである。As described above, according to the reinforcing bar provided with the anchor according to claim 1 of the present invention, a bottomed mounting hole having a diameter slightly larger than the outer diameter of the reinforcing bar is formed on the concrete surface, and the mounting is performed. When inserting the distal end of the bracing tool into the hole and pressing the proximal end, the leading end of the wedge member punches out the constricted recess of the locking member, and the locking member is cut in two at approximately the center, and each locking The member projects laterally from the through hole, and the locking member is held in a state where it is recessed on the concrete surface, and the braces are fixed.
【0010】請求項4のアンカーによれば、コンクリー
ト面にアンカーのスリーブの外径よりやや大きな径の有
底の取付孔を穿設し、該取付孔内にアンカーの先端部を
差し込み、基端を押圧すると、楔部材の先端が係止部材
のくびれ凹部を打ち抜いて係止部材が略中央部で2つに
切断され、それぞれの係止部材が貫通孔から側方に突出
して係止部材がコンクリートにくいこんだ状態に保持さ
れてアンカーが固定されるのであり、スリーブの保持孔
の他端にボルト等を嵌入させることができる。According to the anchor of claim 4, a bottomed mounting hole having a diameter slightly larger than the outer diameter of the sleeve of the anchor is bored on the concrete surface, and the tip of the anchor is inserted into the mounting hole to form a base end. When is pressed, the tip of the wedge member punches out the constricted concave portion of the locking member and the locking member is cut into two at the substantially central portion, and each locking member projects laterally from the through hole to Since the anchor is fixed while being held in a state where it is hard to bury concrete, a bolt or the like can be fitted into the other end of the holding hole of the sleeve.
【0011】請求項2のアンカーを備えた差筋具及び請
求項5のアンカーによれば、係止部材のくびれ凹部を係
止杆体表面に周設しているので、楔部材の先端が係止部
材のくびれ凹部を簡単に打ち抜いて切断することができ
る。According to the braces provided with the anchor of claim 2 and the anchor of claim 5, since the constricted recess of the locking member is provided around the surface of the locking rod, the tip of the wedge member is locked. The constricted recess of the member can be easily punched and cut.
【0012】請求項3のアンカーを備えた差筋具及び請
求項6のアンカーによれば、係止部材の両端を尖らせて
いるので、切断された係止部材が貫通孔から側方に突出
し、コンクリート面に容易にくいこんで保持される。According to the braces provided with the anchor of claim 3 and the anchor of claim 6, since both ends of the locking member are sharpened, the cut locking member projects laterally from the through hole. , Easy to be dented and held on concrete surface.
【0013】[0013]
【実施例】本発明の詳細を更に図示した実施例により説
明する。アンカーを備えた差筋具A(以下、「差筋具
A」という。)は、図1乃至図3に示すように、差筋具
Aは、差筋1、係止部材2、楔部材3とで構成されてい
る。The details of the present invention will be described with reference to the embodiments shown in the drawings. As shown in FIGS. 1 to 3, the differential braces A provided with anchors (hereinafter referred to as “differential braces A”) include the differential braces 1, the locking members 2, and the wedge members 3. It consists of and.
【0014】係止部材2は、図1及び図2に示すよう
に、金属製の係止杆体4を削り出し、略中央部に三角形
状の溝としたくびれ凹部5を周設し、係止杆体4の両端
を尖らせるとともに先端を少し切断して当て部6とした
ものである。As shown in FIGS. 1 and 2, the locking member 2 is formed by cutting out a metal locking rod 4 and forming a constricted concave portion 5 in the form of a triangular groove at a substantially central portion. Both ends of the rod 4 are sharpened and the tip is cut off a little to form the contact portion 6.
【0015】楔部材3は、図1及び図2に示すように、
鍔部7から軸部8を立設し、前記係止部材2に設けた三
角形状の溝であるくびれ凹部5内に嵌入できるように軸
部8の先端部にテーパー部9を設けて尖らせたものであ
る。The wedge member 3 is, as shown in FIGS. 1 and 2,
A shaft portion 8 is erected from the flange portion 7, and a tapered portion 9 is provided at the tip end portion of the shaft portion 8 so that the shaft portion 8 can be fitted into the constricted concave portion 5 which is a triangular groove formed in the locking member 2. It is a thing.
【0016】差筋1は、先端部に前記係止部材2と楔部
材3を組み込むように工夫されており、具体的には所定
長さの差筋1の底面に、前記楔部材3を挿入するため、
楔部材3の軸部8の長さより深く設定された有底の保持
孔10を軸心方向に穿設するとともに、この保持孔10に直
交するように差筋1の径方向に前記係止部材2を挿入す
る貫通孔11を穿設したものである。The differential streak 1 is devised so that the locking member 2 and the wedge member 3 are incorporated at the tip end thereof. Specifically, the wedge member 3 is inserted into the bottom surface of the differential streak 1 having a predetermined length. In order to
A bottomed holding hole 10 which is deeper than the length of the shaft portion 8 of the wedge member 3 is bored in the axial direction, and the locking member is provided in the radial direction of the differential bar 1 so as to be orthogonal to the holding hole 10. A through hole 11 for inserting 2 is provided.
【0017】そして、差筋具Aは、差筋1の貫通孔11に
係止部材2を挿入するとともに、保持孔10に楔部材3を
挿入し、楔部材3のテーパー部9を係止部材2の三角形
状の溝を周設したくびれ凹部5に嵌入して図3(a)の
如く組み立てられたものである。Then, in the differential braces A, the locking member 2 is inserted into the through hole 11 of the differential bar 1, the wedge member 3 is inserted into the holding hole 10, and the taper portion 9 of the wedge member 3 is locked. It is assembled as shown in FIG. 3 (a) by fitting it into the constricted concave portion 5 having two triangular grooves provided around it.
【0018】本実施例の差筋具Aによれば、コンクリー
ト面12に差筋1の外径よりやや大きな径の有底の取付孔
13を穿設し、図4(a)のように該取付孔13内に差筋A
の先端部を差し込み、基端を押圧すると、図4(b)の
ように、楔部材3の先端が係止部材2のくびれ凹部5を
打ち抜いて係止部材2が略中央部で2つに切断され、そ
れぞれの係止部材2が貫通孔11から側方に突出して係止
部材2がコンクリート面12にくいこんだ状態に保持され
て差筋具Aが固定されるのである。According to the reinforcing bar A of this embodiment, a bottomed mounting hole having a diameter slightly larger than the outer diameter of the reinforcing bar 1 is formed on the concrete surface 12.
13 is bored, and the differential line A is inserted in the mounting hole 13 as shown in FIG.
4 is inserted and the base end is pressed, the tip of the wedge member 3 punches out the constricted concave portion 5 of the locking member 2 and the locking member 2 is divided into two at the substantially central portion, as shown in FIG. 4B. After being cut, the respective locking members 2 project laterally from the through holes 11 and the locking members 2 are held in a state where the locking members 2 are difficult to dig into the concrete surface 12, and the braces A are fixed.
【0019】このように本実施例の差筋具Aによれば、
差筋1の貫通孔11に係止部材2を挿入するとともに、保
持孔10に楔部材3を挿入し、該楔部材3のテーパー部9
を係止部材2のくびれ凹部5に嵌入して組み立てること
ができるので、手作業により簡単に行うことができ、価
格的にも安価なものとすることができる。As described above, according to the differential braces A of this embodiment,
The locking member 2 is inserted into the through hole 11 of the differential line 1, the wedge member 3 is inserted into the holding hole 10, and the tapered portion 9 of the wedge member 3 is inserted.
Since it can be assembled by fitting it into the constricted recess 5 of the locking member 2, it can be carried out easily by hand and can be made inexpensive.
【0020】また、本実施例の差筋具Aによれば、差筋
1の貫通孔11に係止部材2を挿入するとともに、保持孔
10に楔部材3を挿入し、楔部材3のテーパー部9を係止
部材2のくびれ凹部5に嵌入して組み立てることによ
り、差筋1内に楔部材3及び係止部材2を完全に組み込
むことができるため、コンクリート面12に穿設する取付
孔13の大きさを最小限の大きさとすることができるの
で、差筋具Aを打ち込む作業に時間と労力を要せずに行
うことができる。Further, according to the differential braid A of this embodiment, the locking member 2 is inserted into the through hole 11 of the differential bar 1 and the holding hole is provided.
By inserting the wedge member 3 into 10 and fitting the tapered portion 9 of the wedge member 3 into the constricted recess 5 of the locking member 2 to assemble, the wedge member 3 and the locking member 2 are completely incorporated in the differential line 1. Therefore, the size of the mounting hole 13 formed in the concrete surface 12 can be set to the minimum size, and therefore the work of driving the braces A can be performed without time and labor. .
【0021】更に、差筋具Aの基端をたたみこむと、図
4(b)及び図3(b)のように、楔部材3の先端が係
止部材2のくびれ凹部5を打ち抜いて係止部材2が略中
央部で2つに切断され、それぞれの係止部材2が貫通孔
11から側方にコンクリート12に対して略垂直に突出して
係止部材2がコンクリート12にくいこんだ状態に保持さ
れるので、差筋具Aがコンクリート面12に対して強固に
固定される。Further, when the proximal end of the braces A is folded, the tip end of the wedge member 3 punches out the constricted recess 5 of the locking member 2 as shown in FIGS. 4 (b) and 3 (b). The locking member 2 is cut into two at the substantially central portion, and each locking member 2 has a through hole.
Since the locking member 2 is laterally protruded from the side 11 substantially perpendicularly to the concrete 12 and the locking member 2 is held in a state in which the concrete 12 is hard to be depressed, the braces A are firmly fixed to the concrete surface 12.
【0022】尚、上述する差筋具Aでは、差筋1の先端
部に1つの貫通孔11を設けているが、離間して複数の貫
通孔を並行配置又は直交するように配設し、それぞれの
貫通孔内に係止部材を位置させることも可能である。In addition, in the above-mentioned differential braces A, one through hole 11 is provided at the tip of the differential bar 1, but a plurality of through holes are spaced apart and arranged in parallel or orthogonally, It is also possible to position the locking member in each through hole.
【0023】また、上述した差筋具Aでは、図5(a)
に示すように、係止部材2に、金属製の係止杆体4を削
り出し、略中央部に三角形状である溝をくびれ凹部5と
して周設し、両端を尖らせるとともに先端を少し切断し
て当て部6を有する形状としているが、他にもさまざま
な形状の係止部材2を発案することができる。例えば、
図5(b)の係止部材2は、係止杆体4の両端を尖らせ
たものであり、図5(c)の係止部材2は、係止杆体4
の両端を特に尖らせずに、先端をフラットな面としたも
のであり、図5(d)の係止部材2は、係止杆体4の両
端を多数の鋸歯を周囲に又は全体に有するように尖らせ
たものであり、図5(e)の係止部材2は、係止杆体4
の略中央部に台形状である溝をくびれ凹部5として周設
したものである。尚、係止部材2は、当然に係止杆体4
の両端を尖らせる方がコンクリート12へのくいこみを容
易に行うことができる。Further, in the above-mentioned differential braces A, FIG.
As shown in FIG. 3, a metal locking rod 4 is cut out from the locking member 2, and a triangular groove is formed in a substantially central portion as a constricted concave portion 5, and both ends are sharpened and the tip is slightly cut. Although the contact member 6 has a shape having the contact portion 6, various other shapes of the locking member 2 can be devised. For example,
The locking member 2 of FIG. 5 (b) is one in which both ends of the locking rod 4 are sharpened, and the locking member 2 of FIG. 5 (c) is the locking rod 4.
5 (d) has a flat surface without any sharpened ends, and the locking member 2 of FIG. 5 (d) has both ends of the locking rod 4 having a large number of saw teeth around or entirely. The locking member 2 of FIG.
A trapezoidal groove is circumferentially provided as a constricted recess 5 in the substantially central portion of the. The locking member 2 is, of course, the locking rod 4
It is easier to dig into the concrete 12 by sharpening both ends of the.
【0024】更に、上述した差筋具Aでは、係止部材2
における係止杆体4の全周にわたってくびれ凹部5を設
けているが、全周にわたって設ける必要もなく、楔部材
3の押し込みにより切断できるものであれば、係止杆体
4の一部にくびれ凹部5を設けたものであってもよい。
しかしながら、くびれ凹部5を係止杆体4の全周にわた
って設ける方が、係止部材2の切断を容易に行うことが
できる。Further, in the above-mentioned differential braces A, the locking member 2
Although the constricted recess 5 is provided around the entire circumference of the locking rod 4 in FIG. 1, it is not necessary to provide it around the entire circumference, and if it can be cut by pushing the wedge member 3, the constricted recess 5 can be formed in a part of the locking rod 4. May be provided.
However, if the constricted recessed portion 5 is provided over the entire circumference of the locking rod 4, the locking member 2 can be easily cut.
【0025】尚、上述した例では、コンクリート面12に
打ち込む差筋具Aについて述べたが、コンクリートに限
らず、木材、石材、ゴムに打ち込むものであってもよ
い。In addition, in the above-mentioned example, the reinforcing bar A which is driven into the concrete surface 12 has been described, but not limited to concrete, it may be driven into wood, stone or rubber.
【0026】次に、上記差筋具Aの原理を用いたアンカ
ーBについて説明する。アンカーBは、図6に示すよう
に、スリーブ14に保持孔10を軸心方向に貫通して設ける
とともに、この保持孔10に直交するように径方向に貫通
孔11を穿設し、基端部の保持孔10の内面に螺孔15を設
け、先に説明した係止部材2及び楔部材3を用い、貫通
孔11に係止部材2を挿入するとともに、保持孔10に楔部
材3を挿入し、楔部材3のテーパー部9を係止部材2の
くびれ凹部5に嵌入して組み立てたものである。Next, the anchor B using the principle of the above-described braces A will be described. As shown in FIG. 6, the anchor B is provided with a holding hole 10 penetrating the sleeve 14 in the axial direction, and a through hole 11 is bored in the radial direction so as to be orthogonal to the holding hole 10 to form a base end. The screw hole 15 is provided on the inner surface of the holding hole 10 of the portion, and the locking member 2 and the wedge member 3 described above are used to insert the locking member 2 into the through hole 11 and the wedge member 3 to the holding hole 10. It is assembled by inserting the tapered portion 9 of the wedge member 3 into the constricted concave portion 5 of the locking member 2 after insertion.
【0027】本実施例のアンカーBによれば、コンクリ
ート面12にアンカーBのスリーブ14の外径よりやや大き
な径の有底の取付孔13を穿設し、図6のように該取付孔
13内にアンカーBの先端部を差し込み、アンカーBの基
端をたたみこむと、楔部材3の先端が係止部材2のくび
れ凹部5を打ち抜いて係止部材2が略中央部で2つに切
断され、それぞれの係止部材2が貫通孔11から側方に突
出して係止部材2がコンクリート12にくいこんだ状態に
保持されてアンカーBが固定されるのであり、スリーブ
14の螺孔15にボルト16等を螺合させることができる。According to the anchor B of this embodiment, a bottomed mounting hole 13 having a diameter slightly larger than the outer diameter of the sleeve 14 of the anchor B is formed in the concrete surface 12, and the mounting hole 13 is formed as shown in FIG.
When the tip end of the anchor B is inserted into the inside of 13 and the base end of the anchor B is folded, the tip end of the wedge member 3 punches out the concavity concave portion 5 of the engaging member 2 and two engaging members 2 are formed at the substantially central portion. The anchor B is cut into pieces, the respective locking members 2 project laterally from the through holes 11 and the locking members 2 are held in a state where the locking members 2 are hard to be filled with the concrete 12, and the anchor B is fixed.
A bolt 16 or the like can be screwed into the screw hole 15 of 14.
【0028】このように本実施例のアンカーBによれ
ば、スリーブ14の貫通孔11に係止部材2を挿入するとと
もに、保持孔10に楔部材3を挿入し、楔部材3のテーパ
ー部9を係止部材2のくびれ凹部5に嵌入して組み立て
ることができるので、手作業により簡単に行うことがで
き、価格的にも安価なものとすることができる。As described above, according to the anchor B of this embodiment, the locking member 2 is inserted into the through hole 11 of the sleeve 14, the wedge member 3 is inserted into the holding hole 10, and the tapered portion 9 of the wedge member 3 is inserted. Since it can be assembled by fitting it into the constricted recess 5 of the locking member 2, it can be carried out easily by hand and can be made inexpensive.
【0029】更に、アンカーBの基端をたたみこむと、
楔部材3の先端が係止部材2のくびれ凹部5を打ち抜い
て係止部材2が略中央部で2つに切断され、それぞれの
係止部材2が貫通孔11から側方にコンクリート12に対し
て略垂直に突出して係止部材2がコンクリート12にくい
こんだ状態に保持されるので、アンカーBがコンクリー
ト面12に対して強固に固定される。Further, when the base end of the anchor B is folded,
The tip end of the wedge member 3 punches out the constricted recess 5 of the locking member 2 to cut the locking member 2 into two at the substantially central portion, and each locking member 2 laterally extends from the through hole 11 to the concrete 12. The anchor B is firmly fixed to the concrete surface 12 because the locking member 2 is held in a state in which the concrete 12 is hard to dent into the concrete surface 12.
【0030】[0030]
【発明の効果】本発明は、上述のとおり構成されている
ので、次に記載する効果を奏する。請求項1のアンカー
を備えた差筋具によれば、差筋の貫通孔に係止部材を挿
入するとともに、保持孔に楔部材を挿入し、楔部材の先
端部を係止部材のくびれ凹部に嵌入して組み立てること
ができるので、手作業により簡単に行うことができ、価
格的にも安価なものとすることができ、また差筋の貫通
孔に係止部材を挿入するとともに、保持孔に楔部材を挿
入し、楔部材の先端部を係止部材のくびれ凹部に嵌入し
て組み立てることにより、差筋内に楔部材及び係止部材
を完全に組み込むことができるため、コンクリート面に
穿設する取付孔の大きさを最小限の大きさとすることが
できるので、差筋具を打ち込む作業に時間と労力を要せ
ずに行うことができ、更に、差筋具の基端をたたみこむ
と、楔部材の先端が係止部材のくびれ凹部を打ち抜いて
係止部材が略中央部で2つに切断され、それぞれの係止
部材が貫通孔から側方にコンクリートに対して略垂直に
突出して係止部材がコンクリート面にくいこんだ状態に
保持されるので、差筋具がコンクリート面に対して強固
に固定される。Since the present invention is configured as described above, it has the following effects. According to another aspect of the present invention, there is provided an anchor member having an anchor, wherein a locking member is inserted into a through hole of the differential muscle, a wedge member is inserted into a holding hole, and a tip end portion of the wedge member is a constricted recess of the engaging member. Since it can be assembled by inserting it into the housing, it can be done easily by hand, and it can be made inexpensive in price. The wedge member and the locking member can be completely assembled in the differential line by inserting the wedge member into the and inserting the tip end portion of the wedge member into the constricted concave portion of the locking member to assemble it. Since the size of the mounting hole to be installed can be set to the minimum size, it is possible to perform the work of driving the braces without the need for time and effort, and further, to tap the proximal end of the braces. When sunk, the tip of the wedge member punches through the constricted recess of the locking member. Since the locking member is cut in two at the substantially central portion and each locking member projects laterally from the through hole substantially perpendicular to the concrete, the locking member is held in a state in which the concrete surface is difficult to dent. , The braces are firmly fixed to the concrete surface.
【0031】請求項4のアンカーによれば、スリーブの
貫通孔に係止部材を挿入するとともに、保持孔に楔部材
を挿入し、楔部材の先端部を係止部材のくびれ凹部に嵌
入して組み立てることができるので、手作業により簡単
に行うことができるので、価格的にも安価なものとする
ことができ、またアンカーの基端をたたみこむと、楔部
材の先端が係止部材のくびれ凹部を打ち抜いて係止部材
が略中央部で2つに切断され、それぞれの係止部材が貫
通孔から側方にコンクリートに対して略垂直に突出して
係止部材がコンクリートにくいこんだ状態に保持される
ので、アンカーがコンクリート面に対して強固に固定さ
れる。According to the anchor of the fourth aspect, the locking member is inserted into the through hole of the sleeve, the wedge member is inserted into the holding hole, and the tip end portion of the wedge member is fitted into the constricted recess of the locking member. Since it can be assembled, it can be done easily by hand, so it can be made inexpensive, and when the proximal end of the anchor is folded, the tip of the wedge member will The concavity is punched out and the locking member is cut in two at approximately the center, and each locking member projects laterally from the through hole substantially perpendicular to the concrete, making the locking member difficult to squeeze into concrete. Since it is retained, the anchor is firmly fixed to the concrete surface.
【0032】請求項2のアンカーを備えた差筋具及び請
求項5のアンカーによれば、係止部材のくびれ凹部を係
止杆体表面に周設しているので、楔部材の先端が係止部
材のくびれ凹部を簡単に打ち抜いて切断することができ
る。According to the braces provided with the anchor of claim 2 and the anchor of claim 5, since the constricted recess of the locking member is provided around the surface of the locking rod, the tip of the wedge member is locked. The constricted recess of the member can be easily punched and cut.
【0033】請求項3のアンカーを備えた差筋具及び請
求項6のアンカーによれば、係止部材の両端を尖らせて
いるので、切断された係止部材が貫通孔から側方に突出
し、コンクリート面に容易にくいこんで保持される。According to the braces provided with the anchor of the third aspect and the anchor of the sixth aspect, since both ends of the locking member are sharpened, the cut locking member projects laterally from the through hole. , Easy to be dented and held on concrete surface.
【図1】本発明に係る代表的実施例のアンカーを備えた
差筋具の要部を示す分解斜視図FIG. 1 is an exploded perspective view showing a main part of a bracing instrument including an anchor according to a representative embodiment of the present invention.
【図2】係止部材と楔部材の側面図FIG. 2 is a side view of a locking member and a wedge member.
【図3】(a)アンカーを備えた差筋具の要部を示す斜
視図 (b)アンカーを備えた差筋具を打ち込んだ状態の要部
の斜視図FIG. 3 (a) is a perspective view showing a main part of a differential muscular device having an anchor. FIG. 3 (b) is a perspective view of a main part in a state where a differential muscular device having an anchor is driven.
【図4】(a)アンカーを備えた差筋具の動きを示す説
明断面図 (b)アンカーを備えた差筋具の動きを示す説明断面図FIG. 4 (a) is an explanatory cross-sectional view showing the movement of a differential muscular device including an anchor. (B) An explanatory cross-sectional view showing the movement of a differential muscular device including an anchor.
【図5】他の実施例の楔部材の側面図FIG. 5 is a side view of a wedge member according to another embodiment.
【図6】代表的実施例のアンカーの一使用状態を示す説
明断面図FIG. 6 is an explanatory sectional view showing a usage state of an anchor of a representative embodiment.
【図7】従来の差筋アンカーの要部を示す説明断面図FIG. 7 is an explanatory sectional view showing a main part of a conventional differential muscle anchor.
【図8】従来の差筋アンカーの使用状態を示す説明断面
図FIG. 8 is an explanatory cross-sectional view showing a usage state of a conventional differential muscle anchor.
A 差筋具 B アンカー 1 差筋 2 係止部材 3 楔部材 4 係止杆体 5 くびれ凹部 6 当て部 7 鍔部 8 軸部 9 テーパー部 10 保持孔 11 貫通孔 12 コンクリー
ト面 13 取付孔 14 スリーブ 15 螺孔 16 ボルトA Reinforcing bar tool B Anchoring 1 Retracting bar 2 Locking member 3 Wedge member 4 Locking rod 5 Constriction concave part 6 Abutting part 7 Collar part 8 Shaft part 9 Taper part 10 Holding hole 11 Through hole 12 Concrete surface 13 Mounting hole 14 Sleeve 15 Screw hole 16 bolt
Claims (6)
た係止部材と、 前記係止部材のくびれ凹部内に位置するように先端部を
尖らせた楔部材と、 所定長さの差筋の先端面に、前記楔部材を挿入する有底
の保持孔を軸心方向に穿設するとともに、この保持孔に
直交するように差筋の径方向に前記係止部材を挿入する
貫通孔を穿設した差筋と、 よりなるアンカーを備えた差筋具。1. A locking member having a constricted recess provided at a substantially central portion of a locking rod, a wedge member having a sharpened tip so as to be located in the constricted recess of the locking member, and a locking member having a predetermined length. A bottomed holding hole into which the wedge member is inserted is bored in the axial direction of the distal end face of the differential bar, and the through hole is formed to insert the locking member in the radial direction of the differential bar so as to be orthogonal to the holding hole. A differential muscle tool having an anchor consisting of a differential muscle having a hole.
周設した請求項1記載のアンカーを備えた差筋具。2. The braces provided with the anchor according to claim 1, wherein the constricted recess of the locking member is provided around the surface of the locking rod.
2記載のアンカーを備えた差筋具。3. A differential muscle instrument comprising the anchor according to claim 1, wherein both ends of the locking member are sharpened.
た係止部材と、 前記係止部材のくびれ凹部内に位置するように先端部を
尖らせた楔部材と、 前記楔部材を一端から挿入するとともに、ボルト等を他
端から嵌入しうる保持孔を軸心方向に穿設し、この保持
孔に直交するように差筋の径方向に前記係止部材を挿入
する貫通孔を穿設したスリーブと、 よりなるアンカー。4. A locking member having a constricted recess at a substantially central portion of the locking rod, a wedge member having a sharpened tip so as to be located in the constricted recess of the locking member, and the wedge member. A holding hole into which the bolt and the like can be inserted from the other end is bored in the axial direction, and a through hole for inserting the locking member in the radial direction of the differential line is formed so as to be orthogonal to the holding hole. Anchor consisting of perforated sleeve and.
周設した請求項4記載のアンカー。5. The anchor according to claim 4, wherein the constricted recess of the locking member is provided around the surface of the locking rod.
5記載のアンカー。6. The anchor according to claim 4, wherein both ends of the locking member are sharpened.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP641895A JPH08200331A (en) | 1995-01-19 | 1995-01-19 | Joint bar tool with anchor and anchor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP641895A JPH08200331A (en) | 1995-01-19 | 1995-01-19 | Joint bar tool with anchor and anchor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH08200331A true JPH08200331A (en) | 1996-08-06 |
Family
ID=11637832
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP641895A Pending JPH08200331A (en) | 1995-01-19 | 1995-01-19 | Joint bar tool with anchor and anchor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH08200331A (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100473654B1 (en) * | 2002-05-24 | 2005-03-15 | (주)이가종합건축사사무소 | Removable Anchor |
| WO2008084900A1 (en) * | 2007-01-08 | 2008-07-17 | Lee Keun Park | Soil nail anchor |
| KR100902293B1 (en) * | 2008-12-23 | 2009-06-10 | 이시형 | Inorganic Freestanding Iron Bar |
| JP2011231611A (en) * | 2010-04-23 | 2011-11-17 | Seso E&C Co Ltd | Under-reamed bearing anchor structure |
| CN102865277A (en) * | 2012-09-28 | 2013-01-09 | 王利烨 | Anti-dropping fastener |
| CN104879361A (en) * | 2015-04-21 | 2015-09-02 | 合肥工业大学 | Expansion lock bolt |
| CN105422570A (en) * | 2015-12-10 | 2016-03-23 | 孙莉新 | Fastening mechanism used for installation of shelves |
| CN106122235A (en) * | 2016-08-23 | 2016-11-16 | 无锡市东赫金属制品有限公司 | A kind of timber slip-off preventing fastening bolt |
| CN107630878A (en) * | 2017-10-13 | 2018-01-26 | 王晓雷 | One kind nail connection bolt |
| CN107630908A (en) * | 2017-10-30 | 2018-01-26 | 安徽凯瑞汽配制造有限公司 | A kind of Self-locking bolt component |
| CN107642538A (en) * | 2017-10-30 | 2018-01-30 | 安徽凯瑞汽配制造有限公司 | A kind of adjustable self-locking screw component |
| CN114635592A (en) * | 2022-03-02 | 2022-06-17 | 宋士杰 | Light steel structure for house building |
| KR102411547B1 (en) * | 2021-12-24 | 2022-06-22 | 주식회사 혜원까지종합건축사사무소 | Pile tightening connection |
| CN116255383A (en) * | 2022-12-29 | 2023-06-13 | 江苏施多德传感科技有限公司 | Separated connecting piece controlled by wireless sensing |
-
1995
- 1995-01-19 JP JP641895A patent/JPH08200331A/en active Pending
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100473654B1 (en) * | 2002-05-24 | 2005-03-15 | (주)이가종합건축사사무소 | Removable Anchor |
| WO2008084900A1 (en) * | 2007-01-08 | 2008-07-17 | Lee Keun Park | Soil nail anchor |
| KR100902293B1 (en) * | 2008-12-23 | 2009-06-10 | 이시형 | Inorganic Freestanding Iron Bar |
| JP2011231611A (en) * | 2010-04-23 | 2011-11-17 | Seso E&C Co Ltd | Under-reamed bearing anchor structure |
| CN102865277A (en) * | 2012-09-28 | 2013-01-09 | 王利烨 | Anti-dropping fastener |
| CN104879361A (en) * | 2015-04-21 | 2015-09-02 | 合肥工业大学 | Expansion lock bolt |
| CN105422570A (en) * | 2015-12-10 | 2016-03-23 | 孙莉新 | Fastening mechanism used for installation of shelves |
| CN106122235A (en) * | 2016-08-23 | 2016-11-16 | 无锡市东赫金属制品有限公司 | A kind of timber slip-off preventing fastening bolt |
| CN107630878A (en) * | 2017-10-13 | 2018-01-26 | 王晓雷 | One kind nail connection bolt |
| CN107630908A (en) * | 2017-10-30 | 2018-01-26 | 安徽凯瑞汽配制造有限公司 | A kind of Self-locking bolt component |
| CN107642538A (en) * | 2017-10-30 | 2018-01-30 | 安徽凯瑞汽配制造有限公司 | A kind of adjustable self-locking screw component |
| KR102411547B1 (en) * | 2021-12-24 | 2022-06-22 | 주식회사 혜원까지종합건축사사무소 | Pile tightening connection |
| CN114635592A (en) * | 2022-03-02 | 2022-06-17 | 宋士杰 | Light steel structure for house building |
| CN116255383A (en) * | 2022-12-29 | 2023-06-13 | 江苏施多德传感科技有限公司 | Separated connecting piece controlled by wireless sensing |
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