JP3209647B2 - Joint support material - Google Patents

Joint support material

Info

Publication number
JP3209647B2
JP3209647B2 JP25142594A JP25142594A JP3209647B2 JP 3209647 B2 JP3209647 B2 JP 3209647B2 JP 25142594 A JP25142594 A JP 25142594A JP 25142594 A JP25142594 A JP 25142594A JP 3209647 B2 JP3209647 B2 JP 3209647B2
Authority
JP
Japan
Prior art keywords
joint
joint material
supporting member
present
main body
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP25142594A
Other languages
Japanese (ja)
Other versions
JPH0893196A (en
Inventor
晃吉 館野
Original Assignee
晃吉 館野
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 晃吉 館野 filed Critical 晃吉 館野
Priority to JP25142594A priority Critical patent/JP3209647B2/en
Publication of JPH0893196A publication Critical patent/JPH0893196A/en
Application granted granted Critical
Publication of JP3209647B2 publication Critical patent/JP3209647B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Building Environments (AREA)
  • Floor Finish (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、目地本体が板状発泡材
であり、これを床面に立てつけ、支持脚やモルタルによ
る固定を行わない状態でコンクリートの打設を行い目地
を形成する目地施工法で利用する目地材支持用部材に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint body made of a plate-like foam material, which is erected on a floor surface and casts concrete without fixing with supporting legs or mortar to form a joint. The present invention relates to a joint material supporting member used in a joint construction method.

【0002】[0002]

【発明の背景】従来、所謂伸縮目地と呼ばれる目地材が
広く利用されている。この目地材は、例えば、実公昭53
-51611号公報に示されているように、目地本体が板状発
泡材で形成されており、その頭部に補強用キャップが被
冠されている態様のもので、専用の支持脚を利用して基
盤面上に立設させ、更に、脚部材の周囲をモルタルで固
定するものである。
BACKGROUND OF THE INVENTION Conventionally, joint materials called so-called expansion joints have been widely used. This joint material is, for example,
As shown in JP-51611-A, the joint body is formed of a plate-like foam material, and the head is covered with a reinforcing cap. The base member is erected on the base surface, and the periphery of the leg member is fixed with mortar.

【0003】上記の所謂伸縮目地材による目地施工に対
しては、モルタルによる固定作業が煩雑である、モルタ
ルの存在部分では押えコンクリートの厚みが薄くなるの
で亀裂などが発生し易い、所謂底目地が切れない、等の
問題点が指摘されている。
[0003] For the above-mentioned joint construction using a so-called elastic joint material, fixing work using a mortar is complicated. In a portion where the mortar exists, the thickness of the holding concrete is reduced, so that cracks and the like are easily generated. Problems such as inability to cut are pointed out.

【0004】かような問題点を解決した目地施工法とし
て、本発明者は基盤面上に一定の区画毎に桝状に目地材
本体を立てつけると共に、目地材本体の側面側(桝の外
側)に固定用部材を配置して、コンクリート打設時の圧
力で目地材本体がずれたり撓んだりしないようにして押
えコンクリートの打設を行い、コンクリートの養生をま
って支持用部材を取り外し、次の目地施工に再利用する
という改良された目地施工法を特公平5-53909 号公報に
よって提案した。
As a joint construction method that solves such a problem, the present inventor sets up the joint material main body in the form of a square for each fixed section on the base surface, and also sets the joint side on the side surface (outside of the square). ), Place the fixing member, place the holding concrete so that the joint body does not shift or bend by the pressure at the time of concrete placement, cure the concrete, remove the supporting member, An improved joint construction method of reusing for the next joint construction was proposed by Japanese Patent Publication No. 5-53909.

【0005】この公報に開示されている支持用部材は、
重量物、例えば鉄等で形成されるものであり、また、目
地材本体の湾曲などを防止するための各種の補助部材を
必要とするものであり、実際の目地施工に適用する段に
なると更に様々な改善を必要とする目地施工法であるこ
とが、本発明者の研究により判明した。
[0005] The supporting member disclosed in this publication is
It is a heavy object, for example, formed of iron or the like, and also requires various auxiliary members for preventing bending of the joint material main body. The present inventor's research has revealed that the joint construction method requires various improvements.

【0006】本発明は、上記した公報に示されている目
地施工法を行う場合における改善を提案するものであ
り、目地材本体のずれや撓みを防止するのに利用される
目地材支持用部材の改良を明らかにすることを目的とす
るものであり、本発明の具体的目的は、利用・運搬・保
管などに利便性があり、使い勝手のよい目地材支持用部
材を明らかにすることにある。
[0006] The present invention proposes an improvement in the case of performing the joint construction method disclosed in the above-mentioned publication, and a joint member supporting member used for preventing displacement and bending of the joint member body. It is an object of the present invention to clarify the improvement of the present invention, and a specific object of the present invention is to clarify a joint member supporting member that is convenient for use, transportation, storage, and the like, and is easy to use. .

【0007】[0007]

【課題を解決するための手段】本発明に係る目地材支持
用部材は、基盤面上に配列した目地材本体の側面に沿っ
て配置してこれを支持し、コンクリート打設の際の衝撃
から目地材本体のずれや撓みを防止する目地材支持用部
材であり、目地材本体の側面に直接又は間接的に当接し
て支える側面構造を有すると共に、基盤面に配列するた
めの底面を有する中空部材とし、外表面の一部に注入口
が設けられており、水を注入することで目地材を固定す
るのに必要な重量が付与される構造である目地材支持用
部材において、該目地材支持用部材は、複数個を点状に
配置して利用する構成であり、且つ一度に水の注入・排
出を可能にするため、各目地材支持用部材を導通管で連
結してあることを特徴とする。
The joint member supporting member according to the present invention is arranged along the side surface of the joint member main body arranged on the base surface to support the joint member, thereby preventing the joint member from being subjected to impact during concrete casting. A joint material supporting member that prevents displacement and bending of the joint material body, has a side structure that directly or indirectly contacts and supports the side surface of the joint material body, and has a bottom surface that is arranged on the base surface. A joint material supporting member having a structure in which an injection port is provided on a part of an outer surface of the member and a weight necessary for fixing the joint material by injecting water is provided. The support members are configured to be used by arranging a plurality of them in a point-like manner, and that each joint member support member is connected by a conduction pipe in order to be able to inject and discharge water at one time. Features.

【0008】[0008]

【発明の具体的構成】次に、本発明に係る目地材支持用
部材の詳細を添付図面に従って説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The details of the joint material supporting member according to the present invention will be described below with reference to the accompanying drawings.

【0009】図1において、符号10は従来知られてい
る目地材本体であり、合成樹脂の発泡体で形成されてお
り、上部に補強用のキャップ11が被冠されている。本
発明が適用される目地施工法においては、従来慣用の支
持脚或いは固定用のモルタルは使用されず、目地材本体
10の下面に介在させるブチルゴム或いは両面接着テー
プ12などにより基盤上に貼着して固定すると共に、以
下で説明する目地材支持用部材20により側面支持が行
われる。
In FIG. 1, reference numeral 10 denotes a conventionally known joint material main body, which is formed of a synthetic resin foam, and has a cap 11 for reinforcement on an upper portion. In the joint construction method to which the present invention is applied, a conventionally used support leg or fixing mortar is not used, and the joint is attached to the base with butyl rubber or double-sided adhesive tape 12 interposed on the lower surface of the joint material main body 10. And the side surface is supported by the joint material supporting member 20 described below.

【0010】目地材支持用部材20は、図1及び図2に
示す如く中空構造であり、好ましくは合成樹脂材でブロ
ー成形され、注入口21を通して水を注ぎ込み重量物と
して利用する。また、持ち運びに便利なように取手構造
22を形成しておくが、この取手22は、図1に示すよ
うに外表面から突出部分がない構造とすることが好まし
い。尚、注入口21及び取手構造22は、図示の如き位
置でなくとも、任意の面に設けることができる。
The joint material supporting member 20 has a hollow structure as shown in FIGS. 1 and 2, and is preferably blow-molded with a synthetic resin material, and water is poured through an inlet 21 to be used as a heavy material. Further, a handle structure 22 is formed so as to be easy to carry, and it is preferable that the handle 22 has a structure having no protruding portion from the outer surface as shown in FIG. In addition, the inlet 21 and the handle structure 22 can be provided on an arbitrary surface even if they are not located as shown in the figure.

【0011】図2に示す如く、目地材支持用部材20の
底面に凹凸を形成しておき、滑り防止用のゴム材23な
どをはめ込む構造とすることも好ましい。ゴム材23は
下面に凹凸などを形成した単一の板材とする態様であっ
てもよい。
As shown in FIG. 2, it is also preferable that the joint member support member 20 is formed with irregularities on its bottom surface and a rubber material 23 for preventing slippage is fitted therein. The rubber material 23 may be a single plate material having irregularities formed on the lower surface.

【0012】更に、目地材支持用部材20の底面に剥離
紙で被覆された粘着剤などを配備しておく態様も、基盤
上に配列した際の横づれを防止するのに有益である。
Further, a mode in which an adhesive or the like covered with release paper is provided on the bottom surface of the joint material supporting member 20 is also useful for preventing sideways when arranged on a base.

【0013】目地材支持用部材20の長さは、例えば1
m 以上の長尺物に構成することも、或いは30cm程度の
部材とすることも可能であり、更に、目地材本体10の
長手方向の全面に配置する態様であろうと、点状に配置
する態様であってもよい。点状に配置して目地材本体1
0を支持する態様では、コンクリートの打設の際の圧力
で目地材本体10がずれたり或いは撓んだりすることが
考えられるので、図3に示すように、補強用の板材24
を用いることが好ましい。この補強用の板材24は、図
3のBに示すように、目地材支持用部材10の側面に差
し込むだけで取り付けられる構成であることが好まし
い。このような補強用の板材24は、目地材本体10の
高さが高く撓みが生じ易いような態様での目地施工の際
の補強材としても利用することができる。このような態
様の利用法では、目地材支持用部材20と同じ程度の長
さの板材であってもよい。また、高さの異なる板材を何
種類か用意することで目地材本体10の高さに対応させ
ることが可能である。
The length of the joint material supporting member 20 is, for example, 1
m or a long member of about 30 cm. Further, whether the joint material is arranged on the entire surface in the longitudinal direction of the joint material main body 10 or in a form arranged in a dot-like manner It may be. Joint material body 1 arranged in a point shape
In the mode in which the joint material 10 is supported, the joint material main body 10 may be displaced or flexed by the pressure at the time of placing the concrete. Therefore, as shown in FIG.
It is preferable to use As shown in FIG. 3B, it is preferable that the reinforcing plate member 24 be attached by simply inserting it into the side surface of the joint member supporting member 10. Such a reinforcing plate member 24 can also be used as a reinforcing material at the time of joint construction in a mode in which the joint material main body 10 has a high height and is easily bent. In the usage of such an aspect, a plate material having the same length as the joint material supporting member 20 may be used. In addition, it is possible to correspond to the height of the joint material body 10 by preparing several types of plate materials having different heights.

【0014】本発明は、図3に示すように、目地材支持
用部材20を点状に配置して利用する場合、一度に水の
注入・排出を可能にするために、目地材支持用部材20
を導通管25・26で連結してある。更に、導通管25
・26をポンプに連結しておくことで、水の注入・排出
を再利用できるので省資源、コスト低減にも有効であ
る。また、この構成によれば、水の注入量を調整するこ
とで目地材本体側への当接押圧力を加減できる。
As shown in FIG. 3, the present invention relates to a joint member supporting member 20 which is used in a point-like manner so that water can be injected and discharged at one time. 20
Are connected by conducting tubes 25 and 26. Further, the conduit 25
By connecting 26 to the pump, the injection and discharge of water can be reused, which is also effective for resource saving and cost reduction. Further, according to this configuration, the contact pressing force on the joint material main body side can be adjusted by adjusting the amount of water to be injected.

【0015】更に、目地材支持用部材20は、図示する
外形形状に限定されず、任意に設計可能であるが、表面
に凹凸のない立方形を基本とすることが好ましい。図示
した階段状の形状の態様では、相似形ないし互い違いに
重ね合わせることが可能である形状であることが、管理
保管の際に好ましい。
Further, the joint material supporting member 20 is not limited to the external shape shown in the figure, and can be arbitrarily designed, but is preferably a cubic shape having no unevenness on the surface. In the illustrated step-like shape, a similar shape or a shape that can be alternately superimposed is preferable for management and storage.

【0016】以上説明した本発明に係る目地材支持用部
材20は、ブロー成形法、真空成形法などで一体成形が
可能であるが、型材の如く押し出し成形したものを適当
な長さに裁断し、その両端に蓋部材を取り付けた構造と
することもできる。このような製造態様では、蓋部材側
に水の注入口21並びに取手構造22を配置する。
The joint member supporting member 20 according to the present invention described above can be integrally formed by a blow molding method, a vacuum molding method, or the like. However, a member extruded like a mold material is cut into an appropriate length. Alternatively, a structure in which lid members are attached to both ends may be adopted. In such a manufacturing mode, the water inlet 21 and the handle structure 22 are arranged on the lid member side.

【0017】以上、本発明に係る目地材支持用部材が、
目地材本体の側面に直接当接して支える側面を有する場
合について述べたが、他の部材を介して間接的に目地材
本体の側面に当接して支える構造であってもよい。
As described above, the joint material supporting member according to the present invention comprises:
Although the case has been described in which the side surface of the joint material main body is directly in contact with and supported by the joint member, a structure in which the side surface of the joint material main body is indirectly contacted with and supported by another member may be used.

【0018】[0018]

【発明の効果】本発明によれば、目地材支持用部材20
を利用すれば、目地材本体10を基盤面上に配列して、
その側面に目地材支持用部材20を配列するだけで、押
えコンクリートの打設を行うことができるものであり、
特に、目地材支持用部材20を重量物とするのに、鉄な
どでこれを形成する必要がなく、特に流動体として水を
利用し、導通管で連結して一度に水の注入・排出を可能
に構成しているので、水を抜いてしまえば輸送・保管が
すこぶる容易となるものであるから、頭記した目的が達
成可能である。
According to the present invention, the joint material supporting member 20 is provided.
By using, the joint material body 10 is arranged on the base surface,
Just by arranging the joint material supporting members 20 on the side surfaces, it is possible to drive the holding concrete.
In particular, it is not necessary to form the joint material supporting member 20 with iron or the like in order to make it heavy, and in particular, water is used as a fluid, and the water is injected and discharged at a time by connecting with a conduit. Since the configuration is made possible, transportation and storage become extremely easy once the water is drained, so that the object described above can be achieved.

【0019】特に、本発明の目地材支持用部材をブロー
成形体として得る際には、各コーナー部分の面取りが十
分なため基盤面が防水層である場合にも、これを傷付け
るおそれがない利点がある。
In particular, when the joint material supporting member of the present invention is obtained as a blow-molded article, there is an advantage that even if the base surface is a waterproof layer, there is no possibility of damaging the corner surface because the corners are sufficiently chamfered. There is.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の1実施例を示す斜視図FIG. 1 is a perspective view showing one embodiment of the present invention.

【図2】本発明の1実施例を示す断面図FIG. 2 is a sectional view showing one embodiment of the present invention.

【図3】本発明の他の実施例を示す斜視図及び一部断面
FIG. 3 is a perspective view and a partial sectional view showing another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

10−目地材本体 11−補強用のキャップ 12−ブチルゴムないし両面接着テープ 20−目地材支持用部材 21−水などの注入口 22−取手構造 23−滑り止め用のゴム材 24−補強用の板材 25−導通管 26−導通管 Reference Signs List 10-joint material main body 11-reinforcing cap 12-butyl rubber or double-sided adhesive tape 20-joint material supporting member 21-injection port for water 22-handle structure 23-anti-slip rubber material 24-reinforcing plate material 25- Conductor tube 26- Conductor tube

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04F 15/14 E04B 1/62 E04D 11/00 E01D 9/00 - 11/00 ──────────────────────────────────────────────────続 き Continued on the front page (58) Fields surveyed (Int. Cl. 7 , DB name) E04F 15/14 E04B 1/62 E04D 11/00 E01D 9/00-11/00

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】基盤面上に配列した目地材本体の側面に沿
って配置してこれを支持し、コンクリート打設の際の衝
撃から目地材本体のずれや撓みを防止する目地材支持用
部材であり、目地材本体の側面に直接又は間接的に当接
して支える側面構造を有すると共に、基盤面に配列する
ための底面を有する中空部材とし、外表面の一部に注入
口が設けられており、水を注入することで目地材を固定
するのに必要な重量が付与される構造である目地材支持
用部材において、該目地材支持用部材は、複数個を点状
に配置して利用する構成であり、且つ一度に水の注入・
排出を可能にするため、各目地材支持用部材を導通管で
連結してあることを特徴とする目地材支持用部材。
1. A joint material supporting member which is arranged along the side surface of a joint material body arranged on a base surface to support the joint material body, and prevents displacement and bending of the joint material body from an impact during concrete casting. It has a side surface structure that directly or indirectly contacts and supports the side surface of the joint material main body, and is a hollow member having a bottom surface for arranging on the base surface, and an injection port is provided on a part of the outer surface. In the joint material supporting member having a structure in which water is injected to add a necessary weight to fix the joint material, a plurality of the joint material supporting members are arranged in a dot shape and used. And water injection at one time.
A joint member supporting member, wherein each joint member supporting member is connected by a conduction pipe to enable discharge.
JP25142594A 1994-09-20 1994-09-20 Joint support material Expired - Fee Related JP3209647B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25142594A JP3209647B2 (en) 1994-09-20 1994-09-20 Joint support material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25142594A JP3209647B2 (en) 1994-09-20 1994-09-20 Joint support material

Publications (2)

Publication Number Publication Date
JPH0893196A JPH0893196A (en) 1996-04-09
JP3209647B2 true JP3209647B2 (en) 2001-09-17

Family

ID=17222661

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25142594A Expired - Fee Related JP3209647B2 (en) 1994-09-20 1994-09-20 Joint support material

Country Status (1)

Country Link
JP (1) JP3209647B2 (en)

Also Published As

Publication number Publication date
JPH0893196A (en) 1996-04-09

Similar Documents

Publication Publication Date Title
US4506481A (en) Element moulding of metal mesh
JP3209647B2 (en) Joint support material
JP3161918B2 (en) Joint support material
JP3198020B2 (en) Joint support material
WO1994001625A1 (en) Drive-in type concrete form for underground wall
JP3249100B2 (en) Method of manufacturing PCa beam member with U-shaped cross section and formwork device therefor
JP3076566B1 (en) Inner mold for manufacturing hollow PCa members
JP2000017836A (en) Form device for forming joint for precast member leg
JPH0893197A (en) Joining strip-supporting member
JP2685414B2 (en) Hollow precast concrete pillar molding apparatus and molding method
JPH07116681B2 (en) Telescopic joint material that also serves as a formwork
JP3350847B2 (en) Submerged box joining method
JP3032128B2 (en) Joint construction method
JPS6019830A (en) Concrete placement using composite formwork and composite formwork therefor
JPH0530343U (en) Cellular cushioning material and concrete formwork using it
JPH0346027Y2 (en)
JPH0455549A (en) Concrete form
JPH05280127A (en) Shuttering serving as permanent form, and dead form method therewith
JPH08333828A (en) Method for constructing concrete structure
JPH0238986Y2 (en)
JPH0444748Y2 (en)
JP3707034B2 (en) Construction method for jointed joints of concrete decorative wall surfaces
JPH08209926A (en) Form and execution method of concrete wall
JPH0750489Y2 (en) Concrete connection equipment
JPH086950Y2 (en) Concrete surface molding material

Legal Events

Date Code Title Description
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

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

Free format text: PAYMENT UNTIL: 20080713

Year of fee payment: 7

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

Free format text: PAYMENT UNTIL: 20090713

Year of fee payment: 8

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

Free format text: PAYMENT UNTIL: 20100713

Year of fee payment: 9

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

Free format text: PAYMENT UNTIL: 20100713

Year of fee payment: 9

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

Free format text: PAYMENT UNTIL: 20110713

Year of fee payment: 10

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

Free format text: PAYMENT UNTIL: 20120713

Year of fee payment: 11

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

Free format text: PAYMENT UNTIL: 20130713

Year of fee payment: 12

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

Free format text: PAYMENT UNTIL: 20140713

Year of fee payment: 13

LAPS Cancellation because of no payment of annual fees