[go: up one dir, main page]

JP2018193770A - Molding expansion joint material - Google Patents

Molding expansion joint material Download PDF

Info

Publication number
JP2018193770A
JP2018193770A JP2017098460A JP2017098460A JP2018193770A JP 2018193770 A JP2018193770 A JP 2018193770A JP 2017098460 A JP2017098460 A JP 2017098460A JP 2017098460 A JP2017098460 A JP 2017098460A JP 2018193770 A JP2018193770 A JP 2018193770A
Authority
JP
Japan
Prior art keywords
joint
pedestal
back surface
joint portion
pedestal portion
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
JP2017098460A
Other languages
Japanese (ja)
Other versions
JP6678127B2 (en
JP2018193770A5 (en
Inventor
正 倉島
Tadashi Kurashima
正 倉島
竹志 中村
Takeshi Nakamura
竹志 中村
昌之 西川
Masayuki Nishikawa
昌之 西川
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.)
Draftight Industry Co Ltd
Original Assignee
Draftight Industry 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 Draftight Industry Co Ltd filed Critical Draftight Industry Co Ltd
Priority to JP2017098460A priority Critical patent/JP6678127B2/en
Publication of JP2018193770A publication Critical patent/JP2018193770A/en
Publication of JP2018193770A5 publication Critical patent/JP2018193770A5/ja
Application granted granted Critical
Publication of JP6678127B2 publication Critical patent/JP6678127B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Floor Finish (AREA)

Abstract

【課題】 梱包時の空隙率を低くし、ストック効率や運搬効率の向上を図るとともに、コンクリート打設基礎面への配置作業効率の向上を図ることができる成形伸縮目地材を得る。【解決手段】 弾性材よりなる長尺な平板状の目地部1と、目地部1を起立状に支持する弾性材よりなる長尺な台座部2とで構成される伸縮目地材であって、目地部1における底面3と、台座部2における背面4とを、ヒンジ性能を有する連結部5を介して連結し、目地部1を台座部2の背面4側に回動したとき、目地部1の正面8が台座部2の背面4に当接するようにし、目地部1の正面8における台座部当接面8aには、目地部1の正面8から底面3に渡って開口する係合溝10を設け、台座部2の背面4には、係合溝10に圧入する係合突部11を設けた。【選択図】 図1An object of the present invention is to obtain a molded expansion joint material capable of reducing the porosity during packing, improving stock efficiency and transportation efficiency, and improving the efficiency of placement work on a concrete placing foundation surface. SOLUTION: The expansion joint material is composed of a long flat plate-shaped joint part 1 made of an elastic material and a long pedestal part 2 made of an elastic material that supports the joint part 1 in an upright state, The bottom surface 3 of the joint portion 1 and the back surface 4 of the base portion 2 are connected via a connecting portion 5 having hinge performance, and when the joint portion 1 is rotated toward the back surface 4 side of the base portion 2, the joint portion 1 The front surface 8 of the joint portion 1 abuts the back surface 4 of the base portion 2, and the base portion contact surface 8a in the front surface 8 of the joint portion 1 has an engaging groove 10 that opens from the front surface 8 of the joint portion 1 to the bottom surface 3 , and an engagement protrusion 11 press-fitted into the engagement groove 10 is provided on the rear surface 4 of the base portion 2 . [Selection diagram] Fig. 1

Description

本発明は、コンクリートの打設面を区切って縁切りし、打設したコンクリートの熱膨張や収縮による挙動を吸収するために埋設される成形伸縮目地材に関する。   The present invention relates to a molded stretch joint material that is embedded in order to absorb the behavior caused by thermal expansion and contraction of the cast concrete by dividing the edge of the concrete placement surface and cutting the edge.

床や屋上等に防水保護コンクリート層を形成する場合、コンクリートを打設する前に、コンクリートの伸縮による亀裂等の発生を防止するため、コンクリート打設基礎面上に成形伸縮目地材を予め所定の間隔で配置している。
従来、成形伸縮目地材として、ポリエチレン、ポリスチレン、ポリプロピレン等の合成樹脂の発泡体等からなる弾性材よりなる長尺な平板状の目地部が立設された構造の成形伸縮目地材がある。
When forming a waterproof protective concrete layer on the floor, rooftop, etc., before placing the concrete, in order to prevent the occurrence of cracks and the like due to the expansion and contraction of the concrete, a molded expansion joint material is preliminarily placed on the concrete foundation surface. It is arranged with.
2. Description of the Related Art Conventionally, as a molded stretch joint material, there is a molded stretch joint material having a structure in which a long flat joint portion made of an elastic material made of a synthetic resin foam such as polyethylene, polystyrene, or polypropylene is erected.

このような構造の成形伸縮目地材として、目地部と、この目地部を立設状態に支持する台座部が一体に形成された構造のもの(例えば、特許文献1参照。)や、目地部と台座部が別体に形成され、台座部に設けられた嵌合溝に目地部を嵌合して目地部を立設状態に支持するようにした構造のもの(例えば、特許文献2参照。)が知られている。   As a molded stretch joint material having such a structure, a joint part and a base part that supports the joint part in a standing state are integrally formed (see, for example, Patent Document 1), and a joint part. A structure in which the pedestal part is formed separately, and the joint part is fitted into a fitting groove provided in the pedestal part to support the joint part in an upright state (for example, see Patent Document 2). It has been known.

特開平7−229278号公報JP-A-7-229278 特開2001−227079号公報JP 2001-227079 A

しかしながら、特許文献1に記載されている様な目地部と台座部が一体に形成された構造の成形伸縮目地材は、台座部の存在により梱包時の空隙率が高く、ストック効率や運搬効率が悪く、その分コストが嵩んでしまうといった問題があった。   However, the molded stretch joint material having a structure in which the joint portion and the pedestal portion are integrally formed as described in Patent Document 1 has a high porosity at the time of packing due to the presence of the pedestal portion, and has a high stock efficiency and transport efficiency. Unfortunately, there was a problem that the cost increased accordingly.

また、特許文献2に記載されている様な目地部と台座部が別体に形成された構造の成形伸縮目地材は、台座部の嵌合溝に目地部を嵌合した状態で梱包すると、特許文献1に記載されている様な成形伸縮目地材と同様に、台座部の存在により梱包時の空隙率が高くなり、ストック効率や運搬効率が悪く、その分コストが嵩んでしまうといった問題があり、目地部と台座部を個別に梱包すれば、梱包時の空隙率は低くなるが、梱包作業に手間がかかるとともに、取扱や管理が面倒になるといった問題があった。更には、目地部と台座部が別体に形成されているため、台座部の嵌合溝に目地部を嵌合して組み立てるといった作業を要し、目地部と台座部が一体に形成されている構造の成形伸縮目地材に比べコンクリート打設基礎面への配置作業が面倒になるといった問題があった。   In addition, when the molded stretchable joint material having a structure in which the joint part and the pedestal part are separately formed as described in Patent Document 2 is packed with the joint part fitted in the fitting groove of the pedestal part, Similar to the molded stretch joint material as described in Patent Document 1, the presence of the pedestal portion increases the porosity at the time of packaging, resulting in poor stock efficiency and transport efficiency, which increases the cost. In addition, if the joint portion and the pedestal portion are individually packed, the void ratio at the time of packing is lowered, but there are problems that the packing work takes time and handling and management become troublesome. Furthermore, since the joint portion and the pedestal portion are formed separately, the work of fitting the joint portion into the fitting groove of the pedestal portion and assembling is required, and the joint portion and the pedestal portion are formed integrally. There is a problem that the placement work on the foundation surface of the concrete placement becomes troublesome as compared with the molded expansion joint material having the structure.

本発明の目的は、梱包時の空隙率を低くし、ストック効率や運搬効率の向上を図るとともに、コンクリート打設基礎面への配置作業効率の向上を図ることができる成形伸縮目地材を提供することにある。   An object of the present invention is to provide a molded stretch joint material that can reduce the void ratio at the time of packing, improve stock efficiency and transport efficiency, and improve the work efficiency of placement on a concrete placing foundation surface. There is.

上記の目的を達成するために、請求項1に記載の発明は、弾性材よりなる長尺な平板状の目地部と、前記目地部を起立状に支持する弾性材よりなる長尺な台座部とで構成される伸縮目地材であって、前記目地部と前記台座部は、前記目地部における底面と、前記台座部における背面とが、長手方向に間隔を空けて複数設けられたヒンジ性能を有する連結部を介して連結されて一体に形成され、前記連結部を介して前記目地部を前記台座部の背面側に回動したとき、前記目地部の正面が前記台座部の背面に当接するようになっており、前記目地部の正面における台座部当接面には、前記目地部の正面から底面に渡って開口する係合溝が長手方向に間隔を空けて複数設けられ、前記台座部の背面には、前記係合溝に圧入する係合突部が前記係合溝に対応して設けられていることを特徴とする。   In order to achieve the above object, the invention according to claim 1 is characterized in that a long flat joint portion made of an elastic material and a long pedestal portion made of an elastic material that supports the joint portion in an upright manner. The joint portion and the pedestal portion have a hinge performance in which a bottom surface of the joint portion and a back surface of the pedestal portion are provided with a plurality of intervals in the longitudinal direction. When the joint portion is rotated to the back side of the pedestal portion via the connection portion, the front surface of the joint portion contacts the back surface of the pedestal portion. The pedestal abutting surface on the front surface of the joint portion is provided with a plurality of engaging grooves that open from the front surface to the bottom surface of the joint portion with a space in the longitudinal direction. On the back surface of the engagement protrusion is an engagement protrusion that is press-fitted into the engagement groove. Characterized in that provided in correspondence.

請求項1に記載の発明によれば、前記台座部に対し前記目地部を倒した状態の時、前記台座部の底面と前記目地部の背面が略同一面状となり、前記台座部の平面と前記目地部の正面の高さの差が少なくなることから、前記目地部を倒した状態で成形伸縮目地材を重ねたときの隙間を少なくすることができ、梱包時における空隙率を低くおさえることができるので、ストック効率や運搬効率の向上を図ることができる。
また、施工時にあっては、倒した状態にある前記目地部を前記台座部の背面側に起こし、連結部をヒンジとして回動させて起立させ、起立した前記目地部の正面を前記台座部の背面に当接させるとともに、前記目地部の正面における台座部当接面に設けられた係合溝に前記台座部の背面に設けられた係合突部を圧入させることにより、前記目地部を前記台座部で起立状態に確実に支持させることができるので、施工現場で成形伸縮目地材を容易に組み立てることができ、コンクリート打設基礎面への配置作業効率の向上を図ることができる。
According to the first aspect of the present invention, when the joint portion is tilted with respect to the pedestal portion, the bottom surface of the pedestal portion and the back surface of the joint portion are substantially in the same plane, and the plane of the pedestal portion is Since the difference in height of the front part of the joint part is reduced, it is possible to reduce the gap when the molded stretch joint material is stacked in the state where the joint part is tilted down, and to keep the porosity at the time of packaging low. Therefore, stock efficiency and transportation efficiency can be improved.
In addition, at the time of construction, raise the joint portion in the tilted state to the back side of the pedestal portion, turn the connection portion as a hinge to stand up, and set the front of the raised joint portion to the pedestal portion The contact portion is brought into contact with the back surface, and the engagement portion provided on the back surface of the pedestal portion is press-fitted into the engagement groove provided on the pedestal portion contact surface on the front surface of the joint portion. Since it can be reliably supported in the standing state by the pedestal portion, the molded stretch joint material can be easily assembled at the construction site, and the work efficiency of placement on the concrete placing foundation surface can be improved.

請求項2に記載の発明は、請求項1に記載の、前記台座部の背面には、その長手方向で前記連結部と重ならない位置に、前記目地部の正面が前記台座部の背面に当接したとき、前記目地部の底面に当接して前記目地部を支える薄板状の支持片が、前記台座部の底面と面一で前記台座部の背面から突出するように設けられており、前記支持片の突出長さは、その先端縁が前記目地部の正面が前記台座部の背面に当接したときの前記目地部の目地芯と一致する長さに設定されていることを特徴とする。   According to a second aspect of the present invention, in the rear surface of the pedestal portion according to the first aspect, the front surface of the joint portion is in contact with the rear surface of the pedestal portion at a position where it does not overlap the connecting portion in the longitudinal direction. When contacting, a thin plate-like support piece that contacts the bottom surface of the joint portion and supports the joint portion is provided so as to protrude from the back surface of the pedestal portion flush with the bottom surface of the pedestal portion, The protruding length of the support piece is set such that the tip edge thereof coincides with the joint core of the joint portion when the front surface of the joint portion is in contact with the back surface of the pedestal portion. .

請求項2に記載の発明によれば、前記支持片の突出長さは、その先端縁が前記目地部の正面が前記台座部の背面に当接したときの前記目地部の目地芯と一致する長さに設定されているので、コンクリート打設基礎面上に成形伸縮目地材を配置する際に、前記目地部を倒した状態で成形伸縮目地材をコンクリート打設基礎面に置き、前記支持片の先端縁をコンクリート打設基礎面に表示した目地割墨に合わせることにより、前記目地部を起立させた時の目地芯を視認することができることになり、成形伸縮目地材をコンクリート打設基礎面の所定位置に容易に且つ確実に配置することができる。   According to the second aspect of the present invention, the protruding length of the support piece coincides with the joint core of the joint when the front edge of the joint comes into contact with the back of the pedestal. Since the length is set, when the molded stretch joint material is placed on the concrete casting foundation surface, the molding stretch joint material is placed on the concrete casting foundation surface with the joint portion tilted, and the support piece By aligning the tip edge of the joint with the joint marking indicated on the concrete placement foundation surface, the joint core can be visually recognized when the joint is raised, and the molded expansion joint material is applied to the concrete placement foundation surface. It can be easily and reliably arranged at a predetermined position.

本発明に係る成形伸縮目地材によれば、梱包時の空隙率を低くし、ストック効率や運搬効率の向上を図ることができるとともに、コンクリート打設基礎面への配置作業効率の向上を図ることができる。   According to the molded stretch joint material according to the present invention, the void ratio during packing can be lowered, the stock efficiency and the transport efficiency can be improved, and the placement work efficiency on the concrete placing foundation surface can be improved. Can do.

本発明に係る成形伸縮目地材の実施の形態の一例を示し、目地部が倒れている状態を示す一部省略平面図である。It is a partially-omission plan view which shows an example of embodiment of the shaping | molding expansion-contraction joint material which concerns on this invention, and shows the state which the joint part has fallen. 図1の左側面図である。It is a left view of FIG. 図1のA−A線断面図である。It is the sectional view on the AA line of FIG. 図1のB−B線断面図である。It is the BB sectional view taken on the line of FIG. 図1のC−C線断面図である。It is CC sectional view taken on the line of FIG. 図1に示す倒れている目地部を起立させ、成形伸縮目地材を組み立てた状態を示す左側面図である。It is the left view which shows the state which stood up the joint part which fell in FIG. 1, and assembled the shaping | molding expansion-contraction joint material. 組み立てた成形伸縮目地材の一部拡大斜視図である。It is a partially expanded perspective view of the assembled molded expansion joint material. 図7のD−D線断面図である。It is the DD sectional view taken on the line of FIG. 本発明に係る成形伸縮目地材の端部を・いだときの繋ぎ部位を示す説明斜視図である。It is a description perspective view which shows the connection site | part when the end part of the shaping | molding expansion-contraction joint material which concerns on this invention is read.

以下、本発明に係る成形伸縮目地材の実施の形態の一例を、図面を参照して詳細に説明する。
図1は本例の成形伸縮目地材を示し、目地部が倒れている状態を示す一部省略平面図、図2は図1の左側面図、図3は図1のA−A線断面図、図4は図1のB−B線断面図、図5は図1のC−C線断面図、図6は図1に示す倒れている目地部を起立させ、成形伸縮目地材を組み立てた状態を示す左側面図、図7は組み立てた成形伸縮目地材の一部拡大斜視図、図8は図7のD−D線断面図、図9は本例の成形伸縮目地材の端部を繋いだときの繋ぎ部位を示す説明斜視図である。
Hereinafter, an example of an embodiment of a molded stretch joint material according to the present invention will be described in detail with reference to the drawings.
FIG. 1 shows a molded stretch joint material of this example, a partially omitted plan view showing a state where the joint portion is tilted, FIG. 2 is a left side view of FIG. 1, and FIG. 3 is a cross-sectional view taken along line AA of FIG. 4 is a cross-sectional view taken along line BB in FIG. 1, FIG. 5 is a cross-sectional view taken along line CC in FIG. 1, and FIG. 6 is a stand-up joint portion shown in FIG. FIG. 7 is a partially enlarged perspective view of the assembled molded stretch joint material, FIG. 8 is a sectional view taken along the line DD of FIG. 7, and FIG. 9 is an end view of the molded stretch joint material of this example. It is explanatory perspective view which shows the connection site | part when connecting.

本例の成形伸縮目地材は、ポリエチレン、ポリスチレン、ポリプロピレン等の合成樹脂の発泡体等からなる弾性材よりなる長尺な平板状の目地部1と、同じく合成樹脂の発泡体等からなる弾性材よりなり目地部1を起立状に支持する長尺な台座部2とで構成される。   The molding expansion joint material of this example is a long flat joint part 1 made of an elastic material made of a synthetic resin foam such as polyethylene, polystyrene or polypropylene, and an elastic material made of a synthetic resin foam or the like. And a long pedestal portion 2 that supports the joint portion 1 upright.

目地部1と台座部2は、目地部1における底面3と、台座部2にける背面4が、長手方向に間隔を空けて複数設けられたヒンジ性能を有する薄板状の連結部5を介して連結されて一体に形成されている。   The joint portion 1 and the pedestal portion 2 are connected to each other through a thin plate-like connecting portion 5 having a hinge performance in which a bottom surface 3 in the joint portion 1 and a back surface 4 in the pedestal portion 2 are provided at intervals in the longitudinal direction. They are connected and formed integrally.

連結部5は、その一端が目地部1の底面3における目地部1の背面6側縁部に連結し、他端が台座部2の背面4における底面7側縁部に連結しており、その長さは、目地部1を台座部2の背面4側に回動したとき、連結部5が目地部1の底面3における目地部1の背面6側縁部で折れ曲がり、目地部1の底面3が連結部5に当接するとともに、目地部1の正面8が台座部2の背面4に当接する長さに設定されている。   One end of the connecting portion 5 is connected to the back surface 6 side edge portion of the joint portion 1 on the bottom surface 3 of the joint portion 1, and the other end is connected to the bottom surface 7 side edge portion of the back surface 4 of the base portion 2, When the joint portion 1 is rotated to the back surface 4 side of the pedestal portion 2, the connecting portion 5 bends at the edge of the bottom surface 3 of the joint portion 1 at the back surface 6 side of the joint portion 1, and the bottom surface 3 of the joint portion 1. Is set to such a length that the front surface 8 of the joint portion 1 contacts the rear surface 4 of the pedestal portion 2.

連結部5における目地部1の底面3との連結部位には、連結部5の折れ曲がりを容易にするための凹溝9が形成されている。そして、目地部1の正面8を台座部2の背面4に当接させたとき、目地部1は台座部2に対し90度の角度で起立するようになっている(図6参照。)。   A concave groove 9 for facilitating the bending of the connecting portion 5 is formed at a connecting portion of the connecting portion 5 with the bottom surface 3 of the joint portion 1. And when the front surface 8 of the joint part 1 is made to contact | abut to the back surface 4 of the base part 2, the joint part 1 stands up at an angle of 90 degrees with respect to the base part 2 (refer FIG. 6).

また、目地部1にあっては、目地部1を回動したとき台座部2の背面4に当接する正面8における台座部当接面部8aに、目地部1の正面8から底面3に渡って開口する係合溝10が長手方向に間隔を空けて複数設けられている。また、台座部2にあっては、その背面4に、回動した目地部1の台座部当接面部8aに形成されている係合溝10に圧入する係合突部11が係合溝に対応して設けられている。   Further, in the joint portion 1, when the joint portion 1 is rotated, the pedestal portion contact surface portion 8 a on the front surface 8 that contacts the back surface 4 of the pedestal portion 2 extends from the front surface 8 of the joint portion 1 to the bottom surface 3. A plurality of engaging grooves 10 that are opened are provided at intervals in the longitudinal direction. Further, in the pedestal portion 2, an engagement protrusion 11 that press-fits into the engagement groove 10 formed in the pedestal contact surface 8 a of the rotated joint portion 1 is formed in the engagement groove on the back surface 4. Correspondingly provided.

また、本例では、台座部2の背面4に、その長手方向で連結部5と重ならない位置に、目地部1の正面8が台座部2の背面4に当接したとき、目地部1の底面3に当接して目地部1の底面3を支える薄板状の支持片12が、台座部2の底面7と面一で台座部2の背面4から突出するように設けられており、支持片12の突出長さは、その先端縁が目地部1の正面8が台座部2の背面4に当接したときの目地部1の目地芯Xと一致する長さに設定されている(図6参照。)。この支持片12の厚さは、連結部5の厚さと同じ厚さとなっている。   Further, in this example, when the front surface 8 of the joint portion 1 is in contact with the rear surface 4 of the pedestal portion 2 at a position that does not overlap the back surface 4 of the pedestal portion 2 in the longitudinal direction, A thin plate-like support piece 12 that contacts the bottom surface 3 and supports the bottom surface 3 of the joint portion 1 is provided so as to protrude from the back surface 4 of the pedestal portion 2 so as to be flush with the bottom surface 7 of the pedestal portion 2. The protruding length of 12 is set such that the tip edge thereof coincides with the joint core X of the joint portion 1 when the front surface 8 of the joint portion 1 contacts the back surface 4 of the pedestal portion 2 (FIG. 6). reference.). The thickness of the support piece 12 is the same as the thickness of the connecting portion 5.

また、本例では、台座部2の背面4には、当接させた目地部1の台座部当接面部8aと台座部2の背面4との間に接着剤を注入するための接着剤注入溝13が、台座部2の長手方向に所定の間隔を空けて複数設けられている。接着剤注入溝13は、台座部2の背面4に平面14側から底面7側に向かって設けられている。   Further, in this example, an adhesive is injected into the back surface 4 of the pedestal portion 2 to inject an adhesive between the pedestal portion contact surface portion 8a of the joint portion 1 and the back surface 4 of the pedestal portion 2. A plurality of grooves 13 are provided at predetermined intervals in the longitudinal direction of the pedestal portion 2. The adhesive injection groove 13 is provided on the back surface 4 of the base portion 2 from the flat surface 14 side toward the bottom surface 7 side.

また、本例では、連結部5で一体に連結されている目地部1と台座部2は同じ長さに形成されており、且つ長さ方向の一端側で目地部1は台座部2より長く形成され、台座部2は一端側で目地部1より短い分だけ他端側で目地部1より長く形成されている。
また、台座部2の長手方向の端部下面には、台座部2の正面15側から背面4側に渡って切り欠き部16が設けられている。
Further, in this example, the joint portion 1 and the pedestal portion 2 that are integrally connected by the connecting portion 5 are formed in the same length, and the joint portion 1 is longer than the pedestal portion 2 at one end side in the length direction. The pedestal portion 2 is formed to be longer than the joint portion 1 on the other end side by an amount shorter than the joint portion 1 on one end side.
Further, a notch portion 16 is provided on the lower surface of the end portion in the longitudinal direction of the pedestal portion 2 from the front surface 15 side to the rear surface 4 side of the pedestal portion 2.

上記のように構成された成形伸縮目地材は、次のようにしてコンクリート打設基礎面上に配置される。
先ず、目地部1を倒した状態で、コンクリート打設基礎面上に、コンクリート打設基礎面上に表示した目地割墨Yに従って成形伸縮目地材を設置し(図1参照。)、台座部2の底面7をコンクリート打設基礎面へ接着剤或いは両面テープで接着して固定する。
The formed stretch joint material configured as described above is arranged on the concrete placing foundation surface as follows.
First, in a state where the joint portion 1 is tilted, a molded expansion joint material is installed on the concrete placement foundation surface according to the joint marking Y displayed on the concrete placement foundation surface (see FIG. 1), and the pedestal portion 2. The bottom surface 7 is bonded and fixed to the concrete placing foundation surface with an adhesive or double-sided tape.

成形伸縮目地材を設置をコンクリート打設基礎面上に配置する際、本例では、台座部2の背面4に設けられている支持片12の突出長さが、その先端縁が目地部1の正面8が台座部2の背面4に当接したときの目地部1の目地芯Xと一致する長さに設定されているので、支持片12の先端縁をコンクリート打設基礎面に表示した目地割墨Yに合わせることにより、目地部1を起立させた時の目地芯Xを視認することができることになり、成形伸縮目地材をコンクリート打設基礎面の所定位置に容易に且つ確実に配置することができる。   When the installation of the molded stretch joint material is arranged on the concrete placement foundation surface, in this example, the protruding length of the support piece 12 provided on the back surface 4 of the pedestal portion 2 is the tip edge of the joint portion 1. Since the length of the front face 8 is set to coincide with the joint core X of the joint section 1 when the front face 8 abuts against the back face 4 of the pedestal section 2, the joint where the front end edge of the support piece 12 is displayed on the concrete placement foundation surface By matching with the split ink Y, the joint core X when the joint portion 1 is erected can be visually recognized, and the molded stretch joint material is easily and reliably disposed at a predetermined position on the concrete placing foundation surface. be able to.

成形伸縮目地材をコンクリート打設基礎面へ設置し、台座部2の底面7をコンクリート打設基礎面へ固定したら、倒れた状態にある目地部1を台座部2の背面4側に起こし、連結部5をヒンジとして回動させて起立させ、起立した目地部1の正面8を台座部4の背面4に当接させるとともに、目地部1の正面8における台座部当接面部8aに設けられた係合溝10に台座部2の背面4に設けられた係合突部11を圧入させることにより、目地部1を台座部2で起立状態に支持させることができる(図6参照。)。   After the molded stretch joint material is installed on the concrete placement foundation surface and the bottom surface 7 of the pedestal part 2 is fixed to the concrete placement foundation surface, the joint part 1 in a collapsed state is raised to the back surface 4 side of the pedestal part 2 and connected. The part 5 is turned as a hinge to stand up, and the front face 8 of the joint part 1 is brought into contact with the back face 4 of the pedestal part 4 and provided on the pedestal part contact surface part 8a on the front face 8 of the joint part 1. The joint portion 1 can be supported in an upright state by the pedestal portion 2 by press-fitting the engagement protrusion 11 provided on the back surface 4 of the pedestal portion 2 into the engagement groove 10 (see FIG. 6).

このようにして、コンクリート打設基礎面上で成形伸縮目地材を組み立てたら、目地部1の正面8における台座部当接面部8aと台座部2の背面4との間に接着剤を塗布或いは注入する。これにより目地部1の正面8における台座部当接面部8aと台座部2の背面4とが接着剤で固定され、目地部1は台座部2によりコンクリート打設基礎面上に起立した状態で固く支持される。   In this way, when the molded stretch joint material is assembled on the concrete placing foundation surface, an adhesive is applied or injected between the pedestal abutment surface portion 8a on the front surface 8 of the joint portion 1 and the back surface 4 of the pedestal portion 2. To do. Thereby, the base part contact surface part 8a in the front surface 8 of the joint part 1 and the back surface 4 of the base part 2 are fixed with an adhesive, and the joint part 1 is firmly fixed in a state where the base part 2 stands on the concrete placing foundation surface. Supported.

本例では、台座部2の背面4には、当接させた目地部1の台座部当接面部8aと台座部2の背面4との間に接着剤を注入するための接着剤注入溝13が台座部2の背面4に平面14側から底面7側に向かって設けられているので、目地部1の台座部当接面部8aと台座部2の背面4との間に接着剤を容易に注入することができ、そして、接着剤注入溝13への接着剤の注入は台座部2の平面14側から注入するので、注入作業を容易に行うことができる。   In this example, an adhesive injection groove 13 for injecting an adhesive between the pedestal part contact surface part 8 a of the joint part 1 and the back surface 4 of the pedestal part 2 on the back surface 4 of the pedestal part 2. Is provided on the back surface 4 of the pedestal portion 2 from the flat surface 14 side toward the bottom surface 7 side, so that an adhesive can be easily applied between the pedestal portion contact surface portion 8a of the joint portion 1 and the back surface 4 of the pedestal portion 2. Since the injection can be performed and the adhesive is injected into the adhesive injection groove 13 from the side of the flat surface 14 of the pedestal 2, the injection operation can be easily performed.

また、コンクリート打設基礎面が広い場合は、複数の成形伸縮目地材の長さ方向端部を突き合わせ繋ぐようにして使用する。この場合、本例では、連結部5で一体に連結されている目地部1と台座部2は同じ長さに形成されており、且つ長さ方向の一端側で目地部1は台座部2より長く形成され、台座部2は一端側で目地部1より短い分だけ他端側で目地部1より長く形成されているので、繋ぎ目の重なり部分が多くなり、側圧に対する耐圧性が図れる。   Moreover, when a concrete placement foundation surface is wide, it uses so that the length direction edge part of a some shaping | molding expansion-contraction joint material may be faced | matched and connected. In this case, in this example, the joint portion 1 and the pedestal portion 2 that are integrally connected by the connecting portion 5 are formed to have the same length, and the joint portion 1 is located at one end side in the length direction from the pedestal portion 2. Since the base portion 2 is formed longer than the joint portion 1 on the other end side, the base portion 2 is formed longer than the joint portion 1 on the other end side.

また、本例では、台座部2の長手方向の端部下面には、台座部2の正面15側から背面4側に渡って切り欠き部16が設けられているので、台座部2とコンクリート打設基礎面との間に空隙が形成され、切り欠き部16によって形成された空隙が水抜き部となって成形伸縮目地材が配置されたコンクリート打設基礎面へ注がれた降雨等の水をコンクリート打設基礎面外へ排出することができる。   Further, in this example, the notch 16 is provided on the lower surface of the end of the pedestal 2 in the longitudinal direction from the front 15 side to the back 4 of the pedestal 2, so Water, such as rain, poured into the concrete placement foundation surface where a void is formed between the foundation surface and the void formed by the notch 16 becomes a water drainage portion and the molded stretch joint material is disposed. Can be discharged out of the concrete foundation surface.

1 目地部
2 台座部
3 底面
4 背面
5 連結部
6 背面
7 底面
8 正面
8a 台座部当接面部
9 凹溝
10 係合溝
11 係合突部
12 支持片
13 接着剤注入溝
14 平面
15 正面
16 切り欠き部
X 目地芯
Y 目地割墨
DESCRIPTION OF SYMBOLS 1 Joint part 2 Base part 3 Bottom face 4 Back face 5 Connection part 6 Back face 7 Bottom face 8 Front face 8a Base part contact surface part 9 Groove 10 Engagement groove 11 Engagement protrusion 12 Supporting piece 13 Adhesive injection groove 14 Plane 15 Front face 16 Notch X Joint core Y Joint joint ink

本発明に係る成形伸縮目地材の実施の形態の一例を示し、目地部が倒れている状態を示す一部省略平面図である。It is a partially-omission plan view which shows an example of embodiment of the shaping | molding expansion-contraction joint material which concerns on this invention, and shows the state which the joint part has fallen. 図1の左側面図である。It is a left view of FIG. 図1のA−A線断面図である。It is the sectional view on the AA line of FIG. 図1のB−B線断面図である。It is the BB sectional view taken on the line of FIG. 図1のC−C線断面図である。It is CC sectional view taken on the line of FIG. 図1に示す倒れている目地部を起立させ、成形伸縮目地材を組み立てた状態を示す左側面図である。It is the left view which shows the state which stood up the joint part which fell in FIG. 1, and assembled the shaping | molding expansion-contraction joint material. 組み立てた成形伸縮目地材の一部拡大斜視図である。It is a partially expanded perspective view of the assembled molded expansion joint material. 図7のD−D線断面図である。It is the DD sectional view taken on the line of FIG. 本発明に係る成形伸縮目地材の端部をいだときの繋ぎ部位を示す説明斜視図である。The end of the forming expansion joint member according to the present invention is an explanatory perspective view showing a connecting portion of the connecting Idatoki.

Claims (2)

弾性材よりなる長尺な平板状の目地部と、前記目地部を起立状に支持する弾性材よりなる長尺な台座部とで構成される伸縮目地材であって、前記目地部と前記台座部は、前記目地部における底面と、前記台座部における背面とが、長手方向に間隔を空けて複数設けられたヒンジ性能を有する連結部を介して連結されて一体に形成され、前記連結部を介して前記目地部を前記台座部の背面側に回動したとき、前記目地部の正面が前記台座部の背面に当接するようになっており、前記目地部の正面における台座部当接面には、前記目地部の正面から底面に渡って開口する係合溝が長手方向に間隔を空けて複数設けられ、前記台座部の背面には、前記係合溝に圧入する係合突部が前記係合溝に対応して設けられていることを特徴とする成形伸縮目地材。   A stretchable joint material comprising a long flat joint made of an elastic material and a long pedestal made of an elastic material that supports the joint in an upright manner, wherein the joint and the pedestal The part is integrally formed by connecting the bottom surface of the joint part and the back surface of the pedestal part via a plurality of connecting parts having hinge performance provided at intervals in the longitudinal direction. When the joint portion is rotated to the back side of the pedestal portion, the front surface of the joint portion is brought into contact with the back surface of the pedestal portion, and the pedestal portion contact surface in front of the joint portion is Are provided with a plurality of engaging grooves that open from the front surface to the bottom surface of the joint portion at intervals in the longitudinal direction, and the engaging protrusions that are press-fitted into the engaging grooves are provided on the back surface of the pedestal portion. Formed expansion joint characterized by being provided corresponding to the engagement groove . 前記台座部の背面には、その長手方向で前記連結部と重ならない位置に、前記目地部の正面が前記台座部の背面に当接したとき、前記目地部の底面に当接して前記目地部を支える薄板状の支持片が、前記台座部の底面と面一で前記台座部の背面から突出するように設けられており、前記支持片の突出長さは、その先端縁が前記目地部の正面が前記台座部の背面に当接したときの前記目地部の目地芯と一致する長さに設定されていることを特徴とする請求項1に記載の成形伸縮目地材。
The back surface of the pedestal portion is in contact with the bottom surface of the joint portion when the front surface of the joint portion is in contact with the back surface of the pedestal portion at a position that does not overlap the connecting portion in the longitudinal direction. A thin plate-like support piece is provided so as to protrude from the back surface of the pedestal portion flush with the bottom surface of the pedestal portion, and the protruding length of the support piece is such that the tip edge of the joint portion is The molded stretch joint material according to claim 1, wherein the length is set to a length that coincides with a joint core of the joint portion when a front surface is in contact with a back surface of the pedestal portion.
JP2017098460A 2017-05-17 2017-05-17 Molded expansion joint material Active JP6678127B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017098460A JP6678127B2 (en) 2017-05-17 2017-05-17 Molded expansion joint material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017098460A JP6678127B2 (en) 2017-05-17 2017-05-17 Molded expansion joint material

Publications (3)

Publication Number Publication Date
JP2018193770A true JP2018193770A (en) 2018-12-06
JP2018193770A5 JP2018193770A5 (en) 2019-06-13
JP6678127B2 JP6678127B2 (en) 2020-04-08

Family

ID=64568956

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017098460A Active JP6678127B2 (en) 2017-05-17 2017-05-17 Molded expansion joint material

Country Status (1)

Country Link
JP (1) JP6678127B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2589540A (en) * 2019-08-20 2021-06-09 Acra Screed Ltd Improvements in and relating to construction

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5121225U (en) * 1974-08-02 1976-02-17
US4067660A (en) * 1975-11-06 1978-01-10 Acme Highway Products Corporation Elastomeric expansion seal
JPH05163802A (en) * 1991-12-12 1993-06-29 Kanegafuchi Chem Ind Co Ltd Buffering member
JPH05311820A (en) * 1992-05-02 1993-11-22 Daiwa House Ind Co Ltd Block for roof floor parapet
JPH07229249A (en) * 1994-02-22 1995-08-29 Yamade:Kk Joint material
JPH0893149A (en) * 1994-09-20 1996-04-09 Kokichi Tateno Joint material support member
JP3189337U (en) * 2013-12-25 2014-03-06 ニチレキ株式会社 Molded joint material

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5121225U (en) * 1974-08-02 1976-02-17
US4067660A (en) * 1975-11-06 1978-01-10 Acme Highway Products Corporation Elastomeric expansion seal
JPH05163802A (en) * 1991-12-12 1993-06-29 Kanegafuchi Chem Ind Co Ltd Buffering member
JPH05311820A (en) * 1992-05-02 1993-11-22 Daiwa House Ind Co Ltd Block for roof floor parapet
JPH07229249A (en) * 1994-02-22 1995-08-29 Yamade:Kk Joint material
JPH0893149A (en) * 1994-09-20 1996-04-09 Kokichi Tateno Joint material support member
JP3189337U (en) * 2013-12-25 2014-03-06 ニチレキ株式会社 Molded joint material

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2589540A (en) * 2019-08-20 2021-06-09 Acra Screed Ltd Improvements in and relating to construction
GB2589540B (en) * 2019-08-20 2024-03-27 Acra Screed Ltd Improvements in and relating to construction

Also Published As

Publication number Publication date
JP6678127B2 (en) 2020-04-08

Similar Documents

Publication Publication Date Title
US10267037B2 (en) Insulating concrete form system
KR101284588B1 (en) Fixing device for wood and deck facility having the same
JP2018193770A (en) Molding expansion joint material
CN201003214Y (en) Container type movable house apical angle member
JP6678133B2 (en) Molded expansion joint material
JP2000145022A (en) Inorganic molding and its piling method
JP3899493B1 (en) Insulation foundation and construction method of insulation foundation
KR102505708B1 (en) Structures for supporting liquefied gas storage tank
KR200375116Y1 (en) Connection mold for setting upper plate
JP2016160627A (en) Retaining wall
JP6568483B2 (en) Wall structure
JP4661185B2 (en) Underwater structure with water gradient
JP3166770U (en) Long starter
KR20160003049U (en) Signed slab formwork panels for roofs
CN110087986B (en) Floating plate for solar cell panel
CN223303111U (en) A high-load-bearing building block shelf storage location with a mortise and tenon structure
KR100509275B1 (en) An incline protection block for construction
CN223779036U (en) Transport case for placing high-weight transformer
JP2006009460A (en) Joint material
CN222044513U (en) A sandwich panel end water stop installation structure
CN215368521U (en) Multifunctional leveling device
KR101814620B1 (en) setting apparatus of liquefied natural gas storage tank and construction method for liquefied natural gas storage tank insulation structure using the same
KR100881203B1 (en) Expansion joint for bridge
CN223317533U (en) A multi-connection armpit template
JP3973965B2 (en) Formwork for placing concrete and its continuous structure

Legal Events

Date Code Title Description
A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20170523

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190509

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20190513

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20200212

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: 20200218

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20200316

R150 Certificate of patent or registration of utility model

Ref document number: 6678127

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250