JPH02225742A - Method for laying male-female concrete block - Google Patents
Method for laying male-female concrete blockInfo
- Publication number
- JPH02225742A JPH02225742A JP8946189A JP4618989A JPH02225742A JP H02225742 A JPH02225742 A JP H02225742A JP 8946189 A JP8946189 A JP 8946189A JP 4618989 A JP4618989 A JP 4618989A JP H02225742 A JPH02225742 A JP H02225742A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- blocks
- block
- laying
- male
- 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 7
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 10
- 230000002787 reinforcement Effects 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 230000013011 mating Effects 0.000 claims 1
- 238000005096 rolling process Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000002788 crimping Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
Landscapes
- Fencing (AREA)
- Building Environments (AREA)
Abstract
Description
【発明の詳細な説明】
［産業上の利用分野コ
本発明は嵌合コンクリートブロックを使用して構築物を
つくる方法に関する。DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a method of making structures using interlocking concrete blocks.
［従来の技術］
従来成型したままのコンクリートブロックは目地モルタ
ルを前後及び上下方向にＥＩＩしつつ積重ね施工するか
、又は目地モルタルを使用せずブロック相互に嵌合し、
後ブロック空洞部に生コンクリートを充填して施工する
方法がとられている。[Prior art] Conventionally, as-formed concrete blocks are constructed by stacking joint mortar while applying EII in the front and back and up and down directions, or by fitting the blocks together without using joint mortar.
The method used is to fill the cavity of the rear block with ready-mixed concrete.
［発明が解決しようとする課題］
目地モルタルを板状体全面に置いて施工する方法は、高
さが不揃いとなり勝ちで、その調整に技術を要し又時間
らかかり、更に目地部分の水もれが発生し易い。[Problems to be Solved by the Invention] The method of placing joint mortar on the entire surface of the plate-shaped body tends to result in uneven heights, which requires skill and time to adjust, and furthermore, water in the joint area is likely to be uneven. This is likely to occur.
又単なる嵌合式のものは製品の歪等によって水もれも発
生し、その上に空洞部にコンクリートを充填する間に災
害等によって倒壊の恐れもあり、それらの難点を解決す
る為に嵌合部全体を研削するにはコスト高をまぬがれな
い。In addition, a simple fitting type may cause water leakage due to distortion of the product, and there is also a risk of collapse due to a disaster while filling the cavity with concrete. Grinding the entire part requires high costs.
［課題を解決するための手段］
本発明は、構築物の基礎や壁体となるコンクリート平面
部に一定間隔に鉄筋を立設し、そこにコンクリートブロ
ックを段積みするに、該コンクリ−ドブロックの柱状部
に設けられた四部に横筋となるべき鉄筋を配置し、立設
する樅筋と固着し、該コンクリートブロックの前後の凹
凸部を嵌合し、コンクリートブロック上面の突起物の凹
状部に接合用モルタルを置き、その上に段積みするコン
クリートブロックの下部凹状部と嵌合し密着固定し、更
に上下のブロックの接合面は研削して高さを規正し、順
次段積みした後空洞部に生コンクリートを充填すること
を特徴とする嵌合ブロックの構築方法である。[Means for Solving the Problems] The present invention provides a method for erecting reinforcing bars at regular intervals on a flat surface of concrete that will serve as the foundation or wall of a structure, and stacking concrete blocks thereon. Place the reinforcing bars that will become horizontal reinforcements on the four parts of the columnar part, fix them to the standing fir bars, fit the uneven parts on the front and rear of the concrete block, and join them to the concave parts of the protrusions on the top surface of the concrete block. Place mortar on top of it, fit it into the lower concave part of the concrete blocks to be stacked on top of it, and fix it tightly.Furthermore, the joint surfaces of the upper and lower blocks are ground to regulate the height, and after being stacked one by one, the concrete blocks are placed in the hollow part. This is a method of constructing a fitting block characterized by filling it with ready-mixed concrete.
［作用］
前記したような嵌合コンクリートブロックを用いること
により構築方法に於て、作業性が優れるばかりか、空洞
部に生コンクリートを打設するまでに起り得る倒壊等の
恐れら少なくなる。[Function] By using the above-mentioned fitting concrete blocks, the construction method not only improves workability, but also reduces the risk of collapse, etc., which may occur before pouring fresh concrete into the cavity.
し実施例１
本発明の施工に用いる嵌合コンクリートブロックの１例
ならびに４１１築方法の実施例を図面により説明する。Example 1 An example of a fitting concrete block used in the construction of the present invention and an example of the 411 construction method will be described with reference to drawings.
第１図は該ブロックの側面図、第２図は平面図、第３図
は正面図、第４図は底面図、図中１は板状部で、第５図
に示すようにこの部分上面１′は研削して高さを調整す
る而とし、その内側に２の突起物を柱状部の箇所を除い
てり出させる。又ブロック下部内側にはブロックをＭ′
！ｉねる時に突起物２が嵌合する凹部３を形成し、プロ
ｙりの前後には凸部４と凹部５をしてコンクリートブロ
ックを並列するに嵌合させ又柱状部６の中央に１〜２ケ
の横筋配置溝７を形成してなるコンクリートブロックを
して第５図、第６図の如く施工する。第５図は断面を示
し、１は柱状体、２は突起物、６は柱状部で７は配筋溝
に横筋１０．縦筋１０′を配して段積みする。又９・の
空洞には生コンクリートを充填する。第６図は施工の平
面図で、Ａｙ−Ａ部分を透視して嵌合の状態を示す、突
起部２の上のブロックの凹１３に嵌合し、８の空間の各
々にモルタルを置いてコンクリートブロックを圧着し、
高さを調整しつつ施工する。施工量１の上下部には化粧
目地（外目地）仕上げすることも可能となりこれによっ
て空洞部９に生コンクリートを充填４ 。Fig. 1 is a side view of the block, Fig. 2 is a plan view, Fig. 3 is a front view, and Fig. 4 is a bottom view. The height is adjusted by grinding 1', and the protrusions 2 are protruded from the inside by removing the columnar part. Also, there is a block M' inside the lower part of the block.
! A recess 3 into which the protrusion 2 fits during rolling is formed, and a projection 4 and a recess 5 are formed before and after the rolling to fit the concrete blocks in parallel. A concrete block with two horizontal reinforcement grooves 7 formed therein is constructed as shown in Figs. 5 and 6. FIG. 5 shows a cross section, where 1 is a columnar body, 2 is a protrusion, 6 is a columnar part, and 7 is a horizontal reinforcement 10 in a reinforcement groove. The vertical strips 10' are arranged and stacked. Also, fill the cavity 9 with fresh concrete. Fig. 6 is a plan view of the construction, showing the state of fitting as seen through the Ay-A section, which shows that it is fitted into the recess 13 of the block above the protrusion 2, and mortar is placed in each of the 8 spaces. Crimping the concrete blocks
Construction will be carried out while adjusting the height. It is also possible to finish the upper and lower parts of the construction volume 1 with decorative joints (outer joints), thereby filling the cavity 9 with ready-mixed concrete 4.
して強化する。and strengthen it.
［発明の効果］
本発明の嵌合コンクリートブロックを嵌合して積重ねた
場合、各突起物を積重ねるブロックの凹部に嵌合、その
突起物の各空間にモルタルを置いて圧着しつつ高さを調
整するために通常柱状体全面に定量のモルタルを置いた
場合と異なり、作業性が良いばかりでなく、間隙部にも
モルタルが流入するために防水性も良く、又空洞部に生
コンクリート打設までの時間に起りことが予想される災
害にも倒壊の恐れが少ない、更に形状的にも成型性が良
いばかりでなく施工量が大巾に増加する′。[Effect of the invention] When the fitted concrete blocks of the present invention are fitted and stacked, each protrusion fits into the recess of the stacked blocks, and mortar is placed in each space of the protrusion and crimped to increase the height. Unlike the usual case where a fixed amount of mortar is placed over the entire surface of a columnar body to adjust the There is less risk of collapse even in the event of a disaster that is expected to occur during the construction period, and not only is the shape easy to form, but the amount of construction can be greatly increased.
第１図は本発明の側面図、第２図は平面図、第３図は正
面図、第４図は底面図を示し第５図は施工の断面図を示
す。
第６図は平面の施工図でＡ−Ａ部を透視して図示する。
１・・・板状部、１′・・・板状部上面、２・・・突起
部、３・・・凹部、４・・・凹凸部、５・・・側凹部、
６・・・柱状部、７・・・槙筋清、８・・・モルタル充
填空間、９・・・空洞部、１０・・・横鉄筋、ｌＯ′・
・・＃ＩＩ鉄筋。1 is a side view of the present invention, FIG. 2 is a plan view, FIG. 3 is a front view, FIG. 4 is a bottom view, and FIG. 5 is a sectional view of the construction. FIG. 6 is a plan construction drawing showing the section A-A as seen through. DESCRIPTION OF SYMBOLS 1... Plate-shaped part, 1'... Upper surface of plate-shaped part, 2... Protrusion part, 3... Recessed part, 4... Uneven part, 5... Side recessed part,
6... Column-shaped part, 7... Hollow bar, 8... Mortar filling space, 9... Cavity part, 10... Horizontal reinforcing bar, lO'・
...#II reinforcing bar.
Claims (1)
隔に鉄筋を立設し、そこにコンクリートブロックを段積
みするに、該コンクリートブロックの柱状部に設けられ
た凹部に横筋となるべき鉄筋を配置し、立設する縦筋と
固着し、該コンクリートブロックの前後の凹凸部を嵌合
し、コンクリートブロック上面の突起物の凹状部に接合
用モルタルを置き、その上に段積みするコンクリートブ
ロックの下部凹状部と嵌合し密着固定し、更に上下のブ
ロックの接合面は研削して高さを規正し、順次段積みし
た後空洞部に生コンクリートを充填することを特徴とす
る嵌合ブロックの構築方法Reinforcing bars are set up at regular intervals on a concrete plane that will become the foundation or wall of a structure, and when concrete blocks are stacked there, the reinforcing bars that will become horizontal reinforcement are placed in the recesses provided in the columnar parts of the concrete blocks. The lower part of the concrete block to be stacked on top of this is fixed to the vertical bars to be erected, the concave and convex parts of the front and rear of the concrete block are fitted, and the mortar for joining is placed in the concave part of the protrusion on the upper surface of the concrete block. Construction of a mating block characterized by fitting into a concave part and fixing it tightly, and furthermore, the joint surfaces of the upper and lower blocks are ground to regulate the height, and after being stacked one by one, the hollow part is filled with ready-mixed concrete. Method
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1046189A JP2771581B2 (en) | 1989-02-27 | 1989-02-27 | Construction method of mating concrete block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1046189A JP2771581B2 (en) | 1989-02-27 | 1989-02-27 | Construction method of mating concrete block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02225742A true JPH02225742A (en) | 1990-09-07 |
| JP2771581B2 JP2771581B2 (en) | 1998-07-02 |
Family
ID=12740101
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1046189A Expired - Lifetime JP2771581B2 (en) | 1989-02-27 | 1989-02-27 | Construction method of mating concrete block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2771581B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR102295352B1 (en) * | 2020-02-17 | 2021-08-30 | 주식회사 두라스택 | Press-molded preventing falling down jointless block and manufacturing method therefor |
-
1989
- 1989-02-27 JP JP1046189A patent/JP2771581B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JP2771581B2 (en) | 1998-07-02 |
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