JPH07252892A - Joint execution method for constructing block and joint member used for it - Google Patents

Joint execution method for constructing block and joint member used for it

Info

Publication number
JPH07252892A
JPH07252892A JP6040117A JP4011794A JPH07252892A JP H07252892 A JPH07252892 A JP H07252892A JP 6040117 A JP6040117 A JP 6040117A JP 4011794 A JP4011794 A JP 4011794A JP H07252892 A JPH07252892 A JP H07252892A
Authority
JP
Japan
Prior art keywords
joint
block
joint plate
plate
constructing
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
JP6040117A
Other languages
Japanese (ja)
Other versions
JP3153859B2 (en
Inventor
Katsutoshi Komono
勝利 薦野
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP04011794A priority Critical patent/JP3153859B2/en
Publication of JPH07252892A publication Critical patent/JPH07252892A/en
Application granted granted Critical
Publication of JP3153859B2 publication Critical patent/JP3153859B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To omit the filling work of a cushioning material or mortar, simply install constructing blocks, and structurally stabilize them. CONSTITUTION:A joint plate 4 made of a synthetic resin is fitted to one end section of a constructing block 1, water-expanding rubber 8 is fitted to a vertical long hole 7 formed on the joint plate 4, and a joint is formed between adjacently executed constructing blocks 1. Positioning recesses 3 are formed at both end bottom sections of the constructing block 1, and a guide plate 10 formed with a projection 10a corresponding to the recesses 3 is laid below a joint section between the constructing blocks 1. A joint member is constituted of the joint plate 4 having the same height as the height of the constructing block 1 to be executed and the water-expanding rubber 8 fitted to the joint plate 4.

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、構築用ブロック、特
に、道路の車道と歩道の境界または中央分離帯等に使用
する境界ブロックの目地施工方法およびこれに用いる目
地部材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction block, and more particularly, to a joint construction method for a boundary block used at a boundary between a road and a sidewalk of a road or a median strip, and a joint member used for the joint.

【0002】[0002]

【従来の技術】従来、道路の縦断方向に沿って境界ブロ
ックを施工する場合、隣接ブロック間の一体化を図ると
共に、降雨時の背面からの土粒子の流出を防ぐ目的か
ら、個々のブロック間を予めある程度間隔(1cm程
度)を設け、その間隙にモルタルを充填するという施工
方法をとっている。
2. Description of the Related Art Conventionally, when a boundary block is constructed along a longitudinal direction of a road, it is necessary to integrate adjacent blocks with each other and to prevent soil particles from flowing out from the back surface when it rains. Is preliminarily provided with a certain distance (about 1 cm), and the gap is filled with mortar.

【0003】[0003]

【発明が解決しようとする課題】ところが、このような
方法で施工した場合、コンクリートによる連続した構造
体を形成することになり、一定の施工間隔で気候変化に
伴った伸縮作用を吸収する緩衝材を介在させる必要があ
る。また、多数の接合部の間隙にモルタルを充填するに
は、多大な労力と時間を要するほか、様々な道路状況に
合わせて個々のブロックを所定の位置にセットするには
熟練した技術を要する。また、目地モルタルを練る作業
も必要となる。
However, when the construction is carried out by such a method, a continuous structure made of concrete is formed, and the cushioning material which absorbs the expansion and contraction action due to the climate change at a constant construction interval. Need to intervene. In addition, it takes a lot of labor and time to fill the gaps between a large number of joints with mortar, and a skilled technique is required to set each block in a predetermined position according to various road conditions. Also, the work of kneading the joint mortar is required.

【0004】本発明が解決すべき課題は、緩衝材やモル
タルを充填する作業を省略することができ、しかも布設
が簡単に行え、かつ構造的にも安定した構築用ブロック
の目地施工方法およびこれに用いる目地部材を提供する
ことにある。
The problem to be solved by the present invention is to provide a joint construction method for a construction block which can omit the work of filling a cushioning material or mortar, can be installed easily, and is structurally stable. The purpose is to provide a joint member used for.

【0005】[0005]

【課題を解決するための手段】前記課題を解決するた
め、本発明の構築用ブロックの目地施工方法は、構築用
ブロックの一端部に合成樹脂製の目地プレートを取り付
け、同目地プレートに形成した縦長孔に水膨張性ゴムを
装着することにより隣接施工される構築用ブロック間の
目地を形成するものである。
In order to solve the above-mentioned problems, the joint construction method for a building block of the present invention is such that a joint plate made of a synthetic resin is attached to one end of the building block and the joint block is formed on the joint plate. By attaching water-expandable rubber to the vertically long holes, joints between adjacent construction blocks are formed.

【0006】この方法において、構築用ブロックの両端
底部に位置合わせ凹部を形成し、この凹部と対応する凸
部を形成したガイドプレートを構築用ブロック間の目地
部の下部に敷くようにしてもよい。
In this method, alignment recesses may be formed at the bottoms of both ends of the building block, and guide plates having projections corresponding to the recesses may be laid under the joints between the building blocks. .

【0007】また、本発明の目地部材は、施工すべき構
築用ブロックの高さとほぼ同じ高さをもつ目地プレート
と、この目地プレートに装着される水膨張性ゴムとから
なる。
Further, the joint member of the present invention comprises a joint plate having substantially the same height as the height of the building block to be constructed, and a water-expandable rubber attached to the joint plate.

【0008】[0008]

【作用】本発明では、構築用ブロックを連接設置する場
合、各構築用ブロックの端部に目地プレートと水膨張性
ゴムを装着し、端部が密着するように次のブロックをセ
ットする。降雨時に目地部に水が侵入すると、水膨張性
ゴムが膨潤し、目地部の僅かな隙間を完全に埋め、水の
流出を防止する。また、目地部の下にガイドプレートを
敷くことにより、構築用ブロック間の目地部の高さ方向
および幅方向の位置決めを正確に行い、目地部でのブロ
ックどうしのズレを防止する。
According to the present invention, when the building blocks are connected and installed, the joint plate and the water-expandable rubber are attached to the ends of each building block, and the next block is set so that the ends are in close contact with each other. When water enters the joints during rainfall, the water-expandable rubber swells, completely filling the slight gaps in the joints and preventing water from flowing out. Further, by laying a guide plate under the joint portion, the joint portions are accurately positioned in the height direction and the width direction between the building blocks, and the blocks are prevented from being displaced from each other at the joint portion.

【0009】[0009]

【実施例】以下、本発明を図面に示す実施例を参照しな
がら具体的に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be specifically described below with reference to the embodiments shown in the drawings.

【0010】図1は車道と歩道の境界ブロックに本発明
を適用した例を示すもので、1は境界ブロック、2は同
境界ブロック1の両端面の4隅近くに設けた円形状の止
め穴、3は境界ブロック1の両端底面に設けたカマボコ
型の凹部である。
FIG. 1 shows an example in which the present invention is applied to a boundary block between a roadway and a sidewalk. 1 is a boundary block, 2 is a circular stop hole provided near four corners of both end faces of the boundary block 1. Reference numeral 3 denotes a semi-cylindrical concave portion provided on both bottom surfaces of the boundary block 1.

【0011】4は目地プレートであり、耐候性のやや軟
質の合成樹脂、例えばエチレンプロピレンゴム、クロロ
プレンゴム、塩化ビニル、ウレタン系樹脂などの材質で
形成される。硬度としては、30(ショアー硬度)程度
とすることにより、緩衝材としての機能を持たせること
ができる。
Reference numeral 4 is a joint plate, which is made of weather resistant and slightly soft synthetic resin such as ethylene propylene rubber, chloroprene rubber, vinyl chloride, urethane resin. By setting the hardness to about 30 (Shore hardness), a function as a cushioning material can be provided.

【0012】目地プレート4の4隅には境界ブロック1
の端部の止め穴と同じ位置に止め穴5が設けられてお
り、この止め穴5を通して固定ピン6を境界ブロック1
の止め穴2に止めることにより目地プレート4を境界ブ
ロック1の一端面に固定することができる。固定ピン6
は、境界ブロック1の端面どうしの位置合わせを正確に
する機能と、剪断力を向上させる機能を有する。
Boundary blocks 1 are provided at the four corners of the joint plate 4.
A stop hole 5 is provided at the same position as the stop hole at the end of the fixing pin 6 and the fixing pin 6 is inserted through the stop hole 5 to the boundary block 1.
The joint plate 4 can be fixed to one end surface of the boundary block 1 by fixing the joint plate 4 in the stop hole 2. Fixed pin 6
Has a function of accurately aligning the end faces of the boundary block 1 and a function of improving the shearing force.

【0013】目地プレート4にはさらに、縦長孔7が設
けられており、ここに棒状の水膨張性ゴム8を装着す
る。水膨張性ゴム8は、水に含浸させると3倍程度に体
積が膨張するものを用いる。
The joint plate 4 is further provided with a vertically long hole 7 in which a rod-shaped water-expandable rubber 8 is mounted. As the water-expandable rubber 8, a rubber whose volume expands about three times when impregnated in water is used.

【0014】なお、目地プレート4に設けた空間9は、
目地プレート4の材料低減、軽量化のために設けられて
いるが、材質によっては、必ずしも設ける必要はない。
The space 9 provided in the joint plate 4 is
The joint plate 4 is provided to reduce the material and weight of the joint plate 4, but depending on the material, it is not always necessary.

【0015】前記境界ブロック1の凹部3の下には、カ
マボコ型の凸部10aを形成したガイドプレート10が
敷かれる。ガイドプレート10の材質は、ポリエステ
ル、ポリエチレン、ポリプロピレン等のやや硬質の合成
樹脂製とすることができる。
Below the concave portion 3 of the boundary block 1, a guide plate 10 having a semi-cylindrical convex portion 10a is laid. The material of the guide plate 10 may be made of a slightly hard synthetic resin such as polyester, polyethylene or polypropylene.

【0016】本境界ブロック1は、砕石を填圧し、その
上にコンクリート層を形成し、一定間隔でガイドプレー
ト10を置き、空練りモルタルを敷いた上で、ガイドプ
レート10上にセットする。まず第一の境界ブロック1
を置いた状態で目地プレート4を端部に止める。予め工
場において目地プレート4を境界ブロック1の端部に固
定ピン6または接着剤を用いて固定しておいてもよい。
この目地プレート4には水膨張性ゴム8が装着される。
In the boundary block 1, crushed stones are pressed, a concrete layer is formed on the crushed stone, guide plates 10 are placed at regular intervals, and empty kneading mortar is laid on the boundary block 1 before being set on the guide plate 10. First boundary block 1
The joint plate 4 is stopped at the end in the state of being placed. The joint plate 4 may be fixed to the end portion of the boundary block 1 in advance using a fixing pin 6 or an adhesive in a factory.
A water-expandable rubber 8 is attached to the joint plate 4.

【0017】次いで、次の境界ブロック1を端部が目地
プレート4に密着するようにガイドプレート10上に乗
せる。ガイドプレート10上のカマボコ型の凸部が境界
ブロック1の凹部2に合致することにより、幅方向のズ
レが防止できる。
Next, the next boundary block 1 is placed on the guide plate 10 so that the end portion thereof closely contacts the joint plate 4. Since the convex-shaped convex portion on the guide plate 10 is matched with the concave portion 2 of the boundary block 1, the shift in the width direction can be prevented.

【0018】このようにして、一連の境界ブロック1を
施工することができる。図2に、目地部の拡大平面図を
示す。
In this way, a series of boundary blocks 1 can be constructed. FIG. 2 shows an enlarged plan view of the joint portion.

【0019】図1は直線施工の場合を示すものである
が、曲線施工の場合は、図3に示すように扇形の厚み形
状を有する目地ブロック11を用いて、図4に示すよう
に施工する。なおこの場合は、図5に示すような凸部が
曲がったガイドプレート12を用いる。このような目地
ブロック11,ガイドプレート12は、曲線のカーブの
角度が幾種類か選べるように、複数種類用意しておくと
よい。このように、カーブに対応した目地ブロック1
1,ガイドプレート12を用意しておくことにより、直
線施工の場合と同じ境界ブロック1を用いることができ
る。
FIG. 1 shows the case of straight line construction, but in the case of curved construction, it is constructed as shown in FIG. 4 by using a joint block 11 having a fan-shaped thickness as shown in FIG. . In this case, the guide plate 12 having a bent convex portion as shown in FIG. 5 is used. Plural types of joint block 11 and guide plate 12 may be prepared so that the angle of the curve can be selected. Thus, joint block 1 corresponding to the curve
1, By preparing the guide plate 12, the same boundary block 1 as in the case of straight line construction can be used.

【0020】以上、本実施例では境界ブロックの施工の
例を挙げたが、境界ブロックに限らず、他の構築用ブロ
ックにも本発明を適用できることは勿論である。
As described above, the example of construction of the boundary block has been described in the present embodiment, but it goes without saying that the present invention can be applied not only to the boundary block but also to other building blocks.

【0021】[0021]

【発明の効果】上述したように、本発明によれば、従来
においては手間がかかっていた緩衝材やモルタルを充填
する作業を省略することができ、しかも布設が簡単に行
え、かつ構造的にも安定した構築用ブロックの目地施工
を行うことができる。また、目地モルタルを練る手間や
時間が省けるので、工期の短縮や省力化が図れる。さら
に、目地部材として使用している水膨張性ゴムが降雨に
より膨張して目地を確実に充填するので、土砂流出防止
効果が高い。
As described above, according to the present invention, it is possible to omit the work of filling the buffer material and the mortar, which has been troublesome in the prior art, and moreover, the laying can be easily performed and the structure can be structurally improved. It is also possible to perform stable joint construction of building blocks. Moreover, since the labor and time for kneading the joint mortar can be saved, the construction period can be shortened and the labor can be saved. Furthermore, since the water-swellable rubber used as the joint member expands due to rainfall and reliably fills the joint, the effect of preventing sediment outflow is high.

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

【図1】 本発明に係る境界ブロックの施工状態および
構成要素の例を示す斜視図である。
FIG. 1 is a perspective view showing an example of a construction state and a constituent element of a boundary block according to the present invention.

【図2】 目地部の拡大平面図である。FIG. 2 is an enlarged plan view of a joint portion.

【図3】 曲線施工の場合の目地プレートの斜視図であ
る。
FIG. 3 is a perspective view of a joint plate in the case of curved construction.

【図4】 曲線施工の場合の施工状態を示す斜視図であ
る。
FIG. 4 is a perspective view showing a construction state in case of curved construction.

【図5】 曲線施工の場合のガイドプレートの斜視図で
ある。
FIG. 5 is a perspective view of a guide plate in the case of curved construction.

【符号の説明】[Explanation of symbols]

1 境界ブロック、2 止め穴、3 凹部、4 目地プ
レート、5 止め穴、6固定ピン、7 縦長孔、8 水
膨張性ゴム、9 空間、10 ガイドプレート、11
目地プレート、12 ガイドプレート
1 boundary block, 2 stop hole, 3 recess, 4 joint plate, 5 stop hole, 6 fixing pin, 7 vertical hole, 8 water-expandable rubber, 9 space, 10 guide plate, 11
Joint plate, 12 guide plate

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E01F 9/04 E04B 2/02 E04C 1/39 Z E04C 1/10 Q ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display area E01F 9/04 E04B 2/02 E04C 1/39 Z E04C 1/10 Q

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 構築用ブロックの一端部に合成樹脂製の
目地プレートを取り付け、同目地プレートに形成した縦
長孔に水膨張性ゴムを装着することにより隣接施工され
る構築用ブロック間の目地を形成することを特徴とする
構築用ブロックの目地施工方法。
1. A joint plate made of synthetic resin is attached to one end of a building block, and a water-expandable rubber is attached to a vertically elongated hole formed in the joint plate to form joints between adjacent building blocks. A joint construction method for a building block, which is characterized by forming.
【請求項2】 構築用ブロックの両端底部に位置合わせ
凹部を形成し、この凹部と対応する凸部を形成したガイ
ドプレートを構築用ブロック間の目地部の下部に敷くこ
とを特徴とする請求項1記載の構築用ブロックの目地施
工方法。
2. A construction block is provided with alignment recesses at the bottoms of both ends of the building block, and a guide plate having a projection corresponding to the recess is laid under the joint between the building blocks. The joint construction method of the building block according to 1.
【請求項3】 施工すべき構築用ブロックの高さとほぼ
同じ高さをもつ目地プレートと、この目地プレートに装
着される水膨張性ゴムとからなる目地部材。
3. A joint member comprising a joint plate having substantially the same height as the height of a building block to be constructed, and a water-expandable rubber attached to the joint plate.
JP04011794A 1994-03-10 1994-03-10 Joint construction method of construction block and joint member used for the method Expired - Lifetime JP3153859B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04011794A JP3153859B2 (en) 1994-03-10 1994-03-10 Joint construction method of construction block and joint member used for the method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04011794A JP3153859B2 (en) 1994-03-10 1994-03-10 Joint construction method of construction block and joint member used for the method

Publications (2)

Publication Number Publication Date
JPH07252892A true JPH07252892A (en) 1995-10-03
JP3153859B2 JP3153859B2 (en) 2001-04-09

Family

ID=12571898

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04011794A Expired - Lifetime JP3153859B2 (en) 1994-03-10 1994-03-10 Joint construction method of construction block and joint member used for the method

Country Status (1)

Country Link
JP (1) JP3153859B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4474105B2 (en) 2002-02-15 2010-06-02 キヤノン株式会社 Water repellent member and method of manufacturing ink jet head

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0412506U (en) * 1989-12-25 1992-01-31
JPH0439907U (en) * 1990-08-06 1992-04-06

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0412506U (en) * 1989-12-25 1992-01-31
JPH0439907U (en) * 1990-08-06 1992-04-06

Also Published As

Publication number Publication date
JP3153859B2 (en) 2001-04-09

Similar Documents

Publication Publication Date Title
US9719248B1 (en) Method of sealing an expansion joint
US4784516A (en) Traffic bearing expansion joint cover and method of preparing same
US4522531A (en) Transverse joint cell for concrete structures
US6039503A (en) Expansion joint system
CA1084320A (en) Joint sealing method
CN108547195B (en) Drainage asphalt pavement structure and construction method
US3977802A (en) Expansion joint and seal
RU2285764C2 (en) Reinforcing control joint assembly for concrete panels
US3814530A (en) Method of sealing a curb and gutter roadway gap and sealing assembly therefor
KR100834516B1 (en) Sidewalk block having ductility
US4131382A (en) Expansion joints
KR20190112451A (en) Construction Method of Expansion Joints Device with Improved Durability using Elastomeric Pad
US4516876A (en) Precast concrete expansion joint for roads and the like
JP3153859B2 (en) Joint construction method of construction block and joint member used for the method
US3881834A (en) Joint seals
JP2504690B2 (en) Underground water tank
US8028482B2 (en) Device for forming joints in concrete works
JP4936145B2 (en) Road joint expansion and contraction device and road joint finger
JP2019183409A (en) Manufacturing method for roadbed module in road unit consisting paved road structure, and construction method for road surface
EA002459B1 (en) Process for the articulated imbrication of concrete slabs (in situ)
KR100214431B1 (en) Execution method and structure of expansion joints
US3706264A (en) Jointed concrete structures
JP3660905B2 (en) Road bridge joint structure
JP2004332358A (en) Manufacturing method for telescopic joint for highway bridges, and telescopic joint for highway bridges
US4056909A (en) Surface waterstops

Legal Events

Date Code Title Description
S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

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

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

Free format text: PAYMENT UNTIL: 20090202

Year of fee payment: 8

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

Free format text: PAYMENT UNTIL: 20090202

Year of fee payment: 8

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

Free format text: PAYMENT UNTIL: 20120202

Year of fee payment: 11

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

Free format text: PAYMENT UNTIL: 20130202

Year of fee payment: 12

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

Free format text: PAYMENT UNTIL: 20130202

Year of fee payment: 12

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

Free format text: PAYMENT UNTIL: 20140202

Year of fee payment: 13

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

Free format text: PAYMENT UNTIL: 20150202

Year of fee payment: 14

EXPY Cancellation because of completion of term