JP5106087B2 - Anchor concrete embedding tool - Google Patents

Anchor concrete embedding tool Download PDF

Info

Publication number
JP5106087B2
JP5106087B2 JP2007331623A JP2007331623A JP5106087B2 JP 5106087 B2 JP5106087 B2 JP 5106087B2 JP 2007331623 A JP2007331623 A JP 2007331623A JP 2007331623 A JP2007331623 A JP 2007331623A JP 5106087 B2 JP5106087 B2 JP 5106087B2
Authority
JP
Japan
Prior art keywords
mold
anchor
main body
embedding tool
fastening
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.)
Active
Application number
JP2007331623A
Other languages
Japanese (ja)
Other versions
JP2009155802A (en
Inventor
英雄 松山
裕司 園部
彰 大粒来
Original Assignee
岡部株式会社
株式会社宮崎工業
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 岡部株式会社, 株式会社宮崎工業 filed Critical 岡部株式会社
Priority to JP2007331623A priority Critical patent/JP5106087B2/en
Publication of JP2009155802A publication Critical patent/JP2009155802A/en
Application granted granted Critical
Publication of JP5106087B2 publication Critical patent/JP5106087B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Description

本発明は、建屋のコンクリートにアルミサッシやドア枠を設置する際に前記コンクリートに前記アルミサッシ等を熔接固定するために用いるアンカーのコンクリート埋込み用具に関するものである。   The present invention relates to a concrete embedding tool for an anchor used for welding and fixing the aluminum sash or the like to the concrete when an aluminum sash or a door frame is installed in the concrete of a building.

コンクリートを打込む際の型枠との接触面側の開口縁部を前記型枠に当接する、環状の接触部とした、倒椀状の埋込み用具主体の内腔部にアンカー支持部と該アンカー支持部を介して位置する少なくとも一対の止着部をそれぞれ突設し、アンカー支持部にはアンカー支持孔を、止着部には前記型枠に止着する止着杆の挿通孔をそれぞれ設けた構造のものがある(例えば、特許文献)。   An anchor support portion and the anchor are provided in the hollow portion of the main body of an overturned embedding tool, in which the opening edge portion on the contact surface side with the formwork when the concrete is driven is an annular contact portion that abuts the formwork. At least a pair of fastening parts located through the support part are projected, the anchor support part is provided with an anchor support hole, and the fastening part is provided with an insertion hole for a fastening rod that is fastened to the mold frame. (For example, patent documents).

特開2006−28732号公報JP 2006-28732 A

前記従来構造のものは、埋込み用具主体を倒椀状に構成することにより、コンクリート表面部に、該コンクリートに固定したアンカーにつなぎ筋を固定するための空間部を確保できると共に、脱型時に釘などの無用なものをコンクリート中に残すことなく再使用も可能で使い勝手が良好という利点を備えたものではある。しかし、従来構造のものは、型枠に止着杆を用いて固定する際の、型枠との当接部である環状の接触部と、前記止着杆の挿通孔を構成する止着部の先端面(型枠との接触面側の)が互いに同面上にあって、しかも、互いに連続した構成となっている。   In the conventional structure, the embedding tool main body is configured in an inverted shape, so that a space for fixing the connecting line to the anchor fixed to the concrete can be secured on the concrete surface, and the nail is removed when demolding. It has the advantage that it can be reused without leaving unnecessary ones in the concrete and is easy to use. However, the conventional structure has an annular contact portion that is a contact portion with the mold frame and a fastening portion that constitutes the insertion hole of the fastening rod when the fastening frame is fixed to the mold frame. The leading end surfaces (on the contact surface side with the mold) are on the same plane, and are continuous with each other.

このため、型枠への固定に際して、止着杆(例えば、木ネジ)を締め付けたときの圧縮力等による止着部の変形により、該止着部に連続する接触部が変形して型枠表面から浮き上がり易くなり、この浮き上がりにより、コンクリートを打設したときにアンカーの埋込み用具主体の内部に浮き上がりによって生じた隙間を通じてノロが侵入し、型枠脱型操作に不具合が生じて、その一部が破断してコンクリート側に残ってしまうという問題点があった。   For this reason, at the time of fixing to the mold, due to the deformation of the fastening part due to the compressive force or the like when a fastening rod (for example, a wood screw) is tightened, the contact part continuous to the fastening part is deformed and the mold It becomes easy to lift from the surface, and when the concrete is laid, it will penetrate into the anchor embedding tool main body through the gap created by the lift, causing trouble in the mold removal operation. Has a problem that it breaks and remains on the concrete side.

本発明は、斯様な従来例の欠点を取り除き、使い勝手が尚一層良好な、アンカーのコンクリート埋込み用具を提供することを目的として創案したものである。   The present invention has been devised for the purpose of providing a concrete embedding tool for an anchor that eliminates the drawbacks of such a conventional example and is even easier to use.

型枠との接触面側の開口縁部を型枠に当接する環状の密接部とした倒椀状の埋込み用具主体の内面に、アンカー支持部と止着部を突設し、アンカー支持部にはアンカー挿通用の支持孔を、止着部には前記型枠に止着する止着杆の貫通孔をそれぞれ設けて成り、前記埋込み用具主体を樹脂やゴムなどの弾性素材で構成すると共に、前記止着部の先端面と前記密接部との間には、該両者を非連続とする隙間を設けた構成としたものである。   An anchor support part and a fastening part are projected from the inner surface of the main body of an inverted fitting device in which the opening edge on the contact surface side with the mold frame is an annular close contact part that abuts the mold frame. Is provided with a support hole for inserting an anchor, and a fixing portion provided with a through hole of a fixing rod that is fixed to the mold, and the embedding tool main body is made of an elastic material such as resin or rubber, Between the front end surface of the said fastening part and the said close part, it was set as the structure which provided the clearance gap which makes these both discontinuous.

本発明によれば、止着部において該止着部に設けた貫通孔を通じて止着杆によって埋込み用具主体を型枠に止着するとき、止着杆に負荷した外力は、埋込み用具主体の周縁の密接部に隙間の存在によって伝わらず、従って、止着部の外力の負荷による変形の影響を受けずに、密接部は埋込み用具主体の素材から生じる弾性がそのまま現われて型枠によく密接し、主体内部へのノロの流入を確実に防ぐ、アンカー埋込み施工に好適な、アンカーのコンクリート埋込み用具を提供できる。   According to the present invention, when the embedded tool main body is fastened to the formwork by the fastening rod through the through-hole provided in the fastening portion in the fastening portion, the external force applied to the fastening rod is the peripheral edge of the embedded tool main body. Therefore, without being affected by the deformation caused by the external force applied to the fastening part, the close part shows the elasticity generated from the material of the embedding tool as it is. It is possible to provide an anchor concrete embedding tool suitable for anchor embedding construction, which reliably prevents the inflow of noro into the main body.

図面は、本発明に係るアンカーのコンクリート埋込み用具の一実施例を示し、図1は縦断面図、図2は図1の側面図、図3は図1の平面図、図4は使用状態を示す断面図である。   The drawings show an embodiment of the concrete embedding tool for anchors according to the present invention, FIG. 1 is a longitudinal sectional view, FIG. 2 is a side view of FIG. 1, FIG. 3 is a plan view of FIG. It is sectional drawing shown.

本発明に係るアンカーのコンクリート埋込み用具Aは、熱可塑性エラストマーを素材とする一体成形体で成り、1は該埋込み用具Aの主体で、埋込み用具主体1は型枠mとの接触面側を開口した倒椀形状体で成り、開口縁部を型枠mに当接する環状の密接部2としたものである。   The concrete embedding tool A for anchor according to the present invention comprises an integrally molded body made of a thermoplastic elastomer, 1 is the main body of the embedding tool A, and the embedding tool main body 1 has an opening on the contact surface side with the mold m. The open edge portion is an annular close contact portion 2 that abuts against the mold m.

埋込み用具主体1を構成する倒腕形状体は、実施例にあって、底面輪郭形を各隅部を丸みを施した菱形とするが、円形、楕円形、多角形いずれの形態でも不都合はなく、埋込み用具主体1は、要は、底面側から頂縁に向けて次第に縮径する(脱型時に必要な形態)底面側が開口した空洞のものであれば良く、従って、倒椀形状体とは斯様な形態を意味し、例えば、錐形体も含む。   The fallen arm shape body constituting the embedding tool main body 1 is in the embodiment, and the bottom surface contour shape is a diamond shape with rounded corners, but there is no inconvenience in any of a circular shape, an elliptical shape, and a polygonal shape. The embedding tool main body 1 may be a hollow body whose bottom surface side is gradually reduced in diameter from the bottom surface side toward the top edge (necessary form at the time of demolding). Such a form is meant and includes, for example, a cone.

前記密接部2は、平坦状の密接面2aの外周に当接片2bをスカート状にして突設し、型枠mに対する固定時には、当接片2b単独又は該当接片2bと密接面2aの双方が型枠m(の壁面)に当接して主体1内部へのノロの流入を防ぐものである。   The contact portion 2 has a contact piece 2b protruding in the form of a skirt on the outer periphery of the flat contact surface 2a. When fixed to the mold m, the contact piece 2b alone or the contact piece 2b and the contact surface 2a Both are in contact with the mold m (the wall surface thereof) to prevent the inflow of noro into the main body 1.

そして、埋込み用具主体1の内面1´の中央部にはアンカー支持部3を、該アンカー支持部3の両側すなわち埋込み用具主体1の長手方向の両側には止着部4,4を、それぞれ埋込み用具主体1を部分的に厚肉にして設け、円柱状のアンカー支持部3にはアンカーaを挿通支持させる支持孔5を設け、止着部4には止着杆6の貫通孔7を設け、アンカー支持部3と止着部4の、それぞれの先端面(自由端面)3a,4aは、平坦状にして、前記密接部2の密接面2aと同面上に配置してある。   An anchor support portion 3 is embedded at the center of the inner surface 1 ′ of the embedding tool main body 1, and fastening portions 4, 4 are embedded at both sides of the anchor support portion 3, that is, both longitudinal sides of the embedding tool main body 1. The tool main body 1 is provided with a partly thick wall, the columnar anchor support part 3 is provided with a support hole 5 through which the anchor a is inserted and supported, and the fastening part 4 is provided with a through hole 7 of the fastening rod 6. The distal end surfaces (free end surfaces) 3a and 4a of the anchor support portion 3 and the fastening portion 4 are flat and arranged on the same surface as the contact surface 2a of the contact portion 2.

止着部4,4は、前記の通り、埋込み用具主体1の(前記菱形の)長手方向の両側に配することにより、該止着部4を利用しての、止着杆6による安定した止着状態が得られるが、埋込み用具主体1が底面円形の倒椀形状であると、少なくも3方向において止着杆6によって止着しないと安定した止着状態を得ることがむずかしい。従って、主体1すなわち埋込み用具Aを型枠mに止着する止着杆の数、配置は埋込み用具主体1の形態によって決められ、実施例の場合は一方向側のみを長手方向とするものであるから、止着杆の数を2本で足りるという最小数で済ませることができる。   As described above, the fastening parts 4 and 4 are arranged on both sides in the longitudinal direction (of the rhombus) of the embedding tool main body 1, so that the fastening parts 4 are used to stabilize the fastening parts 4 and 4. Although a fastened state can be obtained, if the embedding tool main body 1 has a bottom-side circular fallen shape, it is difficult to obtain a stable fastened state unless fastened by the fastening rod 6 in at least three directions. Therefore, the number and arrangement of the anchors 1 for fixing the main body 1, that is, the embedding tool A to the mold m are determined by the form of the embedding tool main body 1, and in the case of the embodiment, only one direction side is the longitudinal direction. Therefore, it is possible to use a minimum number of two anchoring rods.

また、止着部4は、前記アンカー支持部3と同様に円柱状(ただし、短い)を成し、その軸線上に前記貫通孔7を備え、円柱状と成すことにより、その先端面4aと埋込み用具主体1の密接部2の前記密接面2aとの間に、両面4a,2aが型枠mに接する際に、互いに独立して接するように、両面4a,2aを非連続とする(両面4a,2aの連続性を断つ)隙間cを設けてある。   Further, the fastening portion 4 is formed in a columnar shape (however, short) like the anchor support portion 3 and is provided with the through hole 7 on the axis thereof, thereby forming a columnar shape, and the tip surface 4a When the both surfaces 4a and 2a are in contact with the mold frame m, the both surfaces 4a and 2a are discontinuous so as to contact each other independently from each other between the contact surface 2a of the contact portion 2 of the embedding tool main body 1 (both surfaces). 4a and 2a are cut off) and a gap c is provided.

そして、型枠mの所定の設置位置に埋込み用具Aを配し、止着部4の貫通孔7に止着杆6を貫通させて、その先端を型枠mに埋入させて埋込み用具Aを型枠mに固定し、次いで、アンカー支持部3に、該アンカー支持部3に設けた支持孔5を利用して、係止部a´が前記型枠mで構成されるコンクリート打設空間内に突出するようにアンカーaを挿通支持させる。   Then, the embedding tool A is arranged at a predetermined installation position of the mold m, the fastening rod 6 is passed through the through hole 7 of the fastening part 4, and the leading end thereof is buried in the mold m to be embedded. Is fixed to the mold m, and then the concrete supporting space in which the anchoring portion a ′ is formed of the mold m by using the support hole 5 provided in the anchor supporting portion 3 in the anchor supporting portion 3. The anchor a is inserted and supported so as to protrude inward.

次いで、型枠m等で構成されるコンクリート打設空間内にコンクリートを打設し、コンクリート固化後、脱型すると、コンクリートB中に係止部a´側が埋設され、先端側が、該先端側と熔接するつなぎ筋等との熔接作業のための凹状空間部13部に配置された、アンカーaの施工状態を得られるのである。   Next, when concrete is placed in a concrete placement space composed of a mold m and the like is solidified and then demolded, the locking portion a ′ side is embedded in the concrete B, and the tip side is the tip side. The construction state of the anchor a, which is disposed in the concave space 13 for welding work with the connecting reinforcing bar or the like, can be obtained.

この作業過程における埋込み用具Aの型枠mに対する止着(固定)作業時に、止着杆6(実施例では釘を用いているが木ネジでも良い)の先端を貫通孔7を通じて型枠mに嵌入することにより、埋込み用具Aは型枠mに固定されるのであるが、その固定は、止着杆6の頭部6aが貫通孔7の周縁を押圧し、埋込み用具A(埋込み用具主体1)の当接片2bが型枠mに圧接することによって得られる。そして、なお必要以上に止着杆6の頭部6aに外力を(叩打などして)負荷して、頭部6aによって貫通孔7の周縁を押圧すると、貫通孔7を構成する止着部4の先端面4aが型枠mに圧接し、前記外力はこの先端面4aに集中して、間隙cによって該先端面4aと連続していない密接部2は、当接片2bが屈曲変形して、密接面2aが主体1の素材の弾性によって型枠mに圧接し、埋込み用具主体1内部への、前記コンクリート打設時におけるコンクリートの流入を防ぐことができるのである。つまり、実施例では、当接片2bの存在によって止着杆6の先端を型枠m内に埋入して当接片2bの型枠mに対する接触状態の視認によって前記止着杆6の型枠mに対する埋込み程度を判別でき、仮に、必要量以上に埋入させても、密接面2aが型枠mに圧接して、コンクリート打設時に主体1内側の空胴部へのコンクリートの流入を防ぐことができるのである。   At the time of fixing (fixing) the embedding tool A to the mold m in this process, the tip of the fixing rod 6 (a nail is used in the embodiment, but a wood screw may be used) is inserted into the mold m through the through hole 7. By inserting, the embedding tool A is fixed to the mold m. The fixing is performed by the head 6a of the fastening rod 6 pressing the periphery of the through-hole 7, and the embedding tool A (the embedding tool main body 1). ) Is brought into pressure contact with the mold m. When the external force is applied to the head 6a of the fastening rod 6 more than necessary (by tapping or the like) and the periphery of the through hole 7 is pressed by the head 6a, the fastening portion 4 constituting the through hole 7 is applied. The front end surface 4a is in pressure contact with the mold m, the external force is concentrated on the front end surface 4a, and the contact piece 2b is bent and deformed at the close contact portion 2 which is not continuous with the front end surface 4a by the gap c. The close contact surface 2a is pressed against the mold m by the elasticity of the material of the main body 1, and can prevent the inflow of concrete into the embedding tool main body 1 when the concrete is placed. In other words, in the embodiment, the mold of the fastening rod 6 is obtained by embedding the tip of the fastening rod 6 in the mold m due to the presence of the contact piece 2b and visually checking the contact state of the contacting piece 2b with the mold m. The degree of embedding in the frame m can be discriminated. Even if the amount of embedding is larger than the required amount, the close contact surface 2a is pressed against the mold m, and the concrete flows into the cavity inside the main body 1 when placing concrete. It can be prevented.

縦断面図。FIG. 図1の側面図。The side view of FIG. 図1の平面図。The top view of FIG. 使用状態を示す断面図。Sectional drawing which shows a use condition.

符号の説明Explanation of symbols

1 埋込み用具主体
2 密接部
3 アンカー支持部
4 止着部
5 支持孔
6 止着杆
7 貫通孔
c 隙間
m 型枠
DESCRIPTION OF SYMBOLS 1 Implantable tool main body 2 Close part 3 Anchor support part 4 Fastening part 5 Support hole 6 Fastening collar 7 Through-hole c Clearance m Formwork

Claims (1)

型枠との接触面側の開口縁部を型枠に当接する環状の密接部とした倒椀状の埋込み用具主体の内面に、アンカー支持部と止着部を突設し、アンカー支持部にはアンカー挿通用の支持孔を、止着部には前記型枠に止着する止着杆の貫通孔をそれぞれ設けて成り、前記埋込み用具主体を樹脂やゴムなどの弾性素材で構成すると共に、前記止着部の先端面と前記密接部との間には、該両者を非連続とする隙間を設けた、アンカーのコンクリート埋込み用具。   An anchor support part and a fastening part are projected from the inner surface of the main body of an inverted fitting device in which the opening edge on the contact surface side with the mold frame is an annular close contact part that abuts the mold frame. Is provided with a support hole for inserting an anchor, and a fixing portion provided with a through hole of a fixing rod that is fixed to the mold, and the embedding tool main body is made of an elastic material such as resin or rubber, A concrete embedding tool for an anchor, in which a gap is formed between the distal end surface of the fastening portion and the close contact portion so that the two are not continuous.
JP2007331623A 2007-12-25 2007-12-25 Anchor concrete embedding tool Active JP5106087B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007331623A JP5106087B2 (en) 2007-12-25 2007-12-25 Anchor concrete embedding tool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007331623A JP5106087B2 (en) 2007-12-25 2007-12-25 Anchor concrete embedding tool

Publications (2)

Publication Number Publication Date
JP2009155802A JP2009155802A (en) 2009-07-16
JP5106087B2 true JP5106087B2 (en) 2012-12-26

Family

ID=40960100

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007331623A Active JP5106087B2 (en) 2007-12-25 2007-12-25 Anchor concrete embedding tool

Country Status (1)

Country Link
JP (1) JP5106087B2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006028732A (en) * 2004-07-12 2006-02-02 Okabe Co Ltd Anchor embedding tool

Also Published As

Publication number Publication date
JP2009155802A (en) 2009-07-16

Similar Documents

Publication Publication Date Title
RU2008121759A (en) FIXING DEVICE FOR SUPPORTS
KR20210009227A (en) embeded anchor and construction method thereof
BRPI0504596B1 (en) arrangement for fixing a piece of synthetic material to a support piece
JP5106087B2 (en) Anchor concrete embedding tool
KR102062843B1 (en) Concrete form fixing unit connected to form tie
KR200450454Y1 (en) Pipe clamp
KR200427895Y1 (en) Elevator rail bracket anchor bolt
JP2005163299A (en) Column base fixing metal fitting and column base structure using the same
JP2008075396A (en) Insert
KR200451624Y1 (en) Cone nut for keeping distance of flash board and fixing
KR20110067665A (en) Out side panel fixing device
JP5227138B2 (en) How to install road marking objects
CN109958282B (en) Bottom support frame for concrete frame
JP3221160U (en) Concrete formwork assembly tool
JP4667351B2 (en) Mold structure for concrete block, holder used for mold structure for concrete block, and method for producing concrete block
JPH0523685Y2 (en)
JP5062713B2 (en) Support structure for vertical slit material
KR100799609B1 (en) Form hook
JPH0734109Y2 (en) Reinforcing joint sleeve fixing jig
JP2010174601A (en) Mounting hole forming implement
KR20190056579A (en) Insert structure
JP2006028732A (en) Anchor embedding tool
JP1749180S (en) architectural embed
JP2018028202A (en) Concrete formwork assembly tool
JP5580642B2 (en) Formwork spacing holder and formwork spacing holder set

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20100922

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120305

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20120403

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120911

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20121002

R150 Certificate of patent or registration of utility model

Ref document number: 5106087

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20151012

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

R371 Transfer withdrawn

Free format text: JAPANESE INTERMEDIATE CODE: R371

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250