JPH06272203A - Construction method of wooden brick, brick, block or the like - Google Patents

Construction method of wooden brick, brick, block or the like

Info

Publication number
JPH06272203A
JPH06272203A JP6530793A JP6530793A JPH06272203A JP H06272203 A JPH06272203 A JP H06272203A JP 6530793 A JP6530793 A JP 6530793A JP 6530793 A JP6530793 A JP 6530793A JP H06272203 A JPH06272203 A JP H06272203A
Authority
JP
Japan
Prior art keywords
brick
block
sodium
cement
sodium silicate
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.)
Pending
Application number
JP6530793A
Other languages
Japanese (ja)
Inventor
Kiyoshi Ishikawa
清 石川
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.)
Central Glass Co Ltd
Original Assignee
Central Glass 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 Central Glass Co Ltd filed Critical Central Glass Co Ltd
Priority to JP6530793A priority Critical patent/JPH06272203A/en
Publication of JPH06272203A publication Critical patent/JPH06272203A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide a joint material which is hardened quickly and by which a cracking is not caused and growth of a weed is prevented by constituting a bonding material (joint material) of mixture composed of fine sand, cement and sodium silicate in order to lay a wooden brick, a block or the like on a garden, a hallway, a footpath or the like. CONSTITUTION:A joining material such as a wooden brick, a brick, a block or the like used on a garden, a hallway, a footpath, a park or the like is formed by mixing fine grain sand, cement and sodium silicicate together. A hardener such as sodium carbonate or sodium bicarbonate is added to the sodium silicicate at need. Next, when the block or the like is laid, this mixture is used as a joining material and a joint material, and a sodium silicicate hardened layer is formed, and the cracking or separation is prevented from being caused when the block expands and contracts. Thereby, the joining material by which construction efficiency is improved can be obtained easily.

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、庭、玄関、歩道、公園
等に使用される木レンガ、レンガ、ブロック等の施工方
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing wooden bricks, bricks, blocks and the like used in gardens, entrances, sidewalks, parks and the like.

【0002】[0002]

【従来の技術とその解決しようとする課題】従来より、
木レンガ、レンガ、ブロック等を施工する際、アスファ
ルト、モルタル等を接着材、目地材として使用していた
が、温度・湿度変化等により木レンガ等自体の膨張・収
縮等に対して追従性がなく、そのためき裂や剥離現象が
見られる。その他樹脂を用いる方法は、耐久性や接着
性、コストの点で問題がある。さらに、目地等にき裂や
剥離が発生すると、そこから雑草等が生え美観を損ねて
いて、対策として人力で雑草を抜いている状況が主であ
る。
[Prior Art and Problems to Be Solved]
When assembling wooden bricks, bricks, blocks, etc., asphalt, mortar, etc. were used as adhesives and joint materials, but the ability to follow expansion and contraction of wooden bricks etc. due to temperature and humidity changes etc. Therefore, cracks and peeling phenomena are observed. Other methods using resins have problems in terms of durability, adhesiveness, and cost. Further, when cracks or peeling occur at joints and the like, weeds and the like grow from there and spoil the aesthetics, and as a countermeasure, weeds are pulled out manually.

【0003】[0003]

【課題を解決するための手段】本発明者らは、かかる従
来方法の問題点に鑑み鋭意検討の結果、安価で確実かつ
容易に木レンガ、レンガ、ブロック等を施工できかつ雑
草の生育を防止する方法を見出し本発明に到達したもの
である。
As a result of intensive studies in view of the problems of the conventional methods, the inventors of the present invention can inexpensively and reliably and easily construct wooden bricks, bricks, blocks, etc. and prevent the growth of weeds. The present invention has arrived at the present invention by finding a method of doing so.

【0004】すなわち本発明は、木レンガ、レンガ、ブ
ロック等を施工するに際し、接合部分に結合材として骨
材、セメント、珪酸ソーダの混合体からなる珪酸ソーダ
硬化層を形成することを特徴とする木レンガ、レンガ、
ブロック等の施工方法を提供するものである。
That is, the present invention is characterized by forming a hardened layer of sodium silicate, which is a mixture of aggregate, cement, and sodium silicate, as a binder at the joint portion when constructing wooden bricks, bricks, blocks and the like. Wooden bricks, bricks,
It provides a construction method for blocks and the like.

【0005】本発明において、木レンガ等の間に珪酸ソ
ーダ硬化層を形成する手段は、特に限定されないが、そ
の一手段として液状の珪酸ソーダを浸透させ硬化させる
方法がある。珪酸ソーダは、そのままでも空気中の炭酸
ガスを吸収し硬化するが、その反応は緩やかであり、効
率良く硬化させるためには硬化剤の使用が望ましい。
In the present invention, the means for forming a hardened layer of sodium silicate between wooden bricks and the like is not particularly limited, but as one means therefor, there is a method of infiltrating and hardening liquid sodium silicate. Sodium silicate absorbs carbon dioxide gas in the air and cures as it is, but its reaction is slow, and it is desirable to use a curing agent for efficient curing.

【0006】硬化剤としては、酸あるいは金属塩あるい
はその水溶液の使用が好ましく、金属としてはアルカリ
金属(Li、Na、K等)やアルカリ土類金属(Mg、
Ca等)が挙げられ、具体的には、炭酸ソーダ、重炭酸
ソーダ、塩化カルシウム等が挙げられる。
As the curing agent, it is preferable to use an acid, a metal salt or an aqueous solution thereof, and the metal is an alkali metal (Li, Na, K, etc.) or an alkaline earth metal (Mg,
Ca and the like), and specific examples thereof include sodium carbonate, sodium bicarbonate, calcium chloride and the like.

【0007】使用する珪酸ソーダの種類は、特に限定さ
れず工業用として広く使用されているもので十分であ
る。扱いやすさのため市販珪酸ソーダを水により希釈し
て使用する。珪酸ソーダの使用量は、3〜10wt%の
範囲が好ましい。この範囲未満では、硬化層の強度を十
分とることができず、またこの範囲を越えても効果に顕
著な変化はなく経済的ではない。また硬化剤の使用量
は、目的とする硬化時間、硬化剤の活性等により適宜選
択すれば良い。
The type of sodium silicate to be used is not particularly limited, and those widely used for industrial purposes are sufficient. Commercially available sodium silicate is used after diluting with water for easy handling. The amount of sodium silicate used is preferably in the range of 3 to 10 wt%. If it is less than this range, the cured layer cannot have sufficient strength, and if it exceeds this range, the effect is not significantly changed and it is not economical. The amount of the curing agent used may be appropriately selected depending on the desired curing time, the activity of the curing agent, and the like.

【0008】これらの組成物を用いて施工する場合の標
準組成としては、細砂(200〜300μm)70wt
%、セメント(アルミナセメント:ポルトランドセメン
ト=5:95)25wt%、40%珪酸ソーダ溶液5w
t%で、希釈水量は40%珪酸ソーダ溶液の5倍重量が
好ましい。
As a standard composition for construction using these compositions, fine sand (200 to 300 μm) 70 wt
%, Cement (alumina cement: Portland cement = 5: 95) 25 wt%, 40% sodium silicate solution 5 w
At t%, the amount of dilution water is preferably 5 times the weight of 40% sodium silicate solution.

【0009】このようにして形成した硬化層の強度は2
時間後4Kg/cm2 、1日後10Kg/cm2 程度で
あり、施工後2時間後は人が十分歩ける強度になってい
る。また、1日後には雑草が根を伸ばせる最大強度6K
g/cm2 以上を有しており雑草の生育も防げるもので
ある。
The strength of the hardened layer thus formed is 2
Is the time after 4Kg / cm 2, 1 days after 10Kg / cm 2 approximately, 2 hours after the construction is person is in enough walk strength. Also, the maximum strength at which weeds can grow roots after 6 days is 6K.
It has g / cm 2 or more and can prevent the growth of weeds.

【0010】[0010]

【実施例】以下、実施例により本発明を具体的に説明す
るが、かかる実施例に限定されるものではない。
EXAMPLES The present invention will be specifically described below with reference to examples, but the present invention is not limited to these examples.

【0011】実施例1 施工後の作業性の調査をするため圧縮強度を測定した。
配合は、細砂70wt%、40%珪酸ソーダ5wt%、
セメント(アルミナセメント:ポルトランドセメント=
5:95)25wt%、希釈水は40%珪酸ソーダの5
倍重量使用した。
Example 1 The compressive strength was measured in order to investigate the workability after construction.
The composition is 70 wt% fine sand, 5 wt% 40% sodium silicate,
Cement (alumina cement: Portland cement =
5:95) 25 wt%, dilution water is 40% sodium silicate 5
Double weight was used.

【0012】試験は、JIS5201(セメントの物理
試験方法)に準じて行った。打込みの2時間後に脱型
し、2時間、24時間、28日間経過後の測定をした。
その結果、2時間後4Kg/cm2 、24時間後10K
g/cm2 、28日後112Kg/cm2 であり、施工
2時間後に施工現場を人が歩いても十分耐える強度であ
ることの証明ができた。
The test was performed according to JIS5201 (physical test method for cement). The mold was removed 2 hours after the implantation, and the measurement was performed after 2 hours, 24 hours, and 28 days.
As a result, 2 hours later, 4 kg / cm 2 , 24 hours later, 10 K
It was g / cm 2 and 112 Kg / cm 2 after 28 days, and it was possible to prove that the strength was sufficient to withstand a person walking at the construction site 2 hours after the construction.

【0013】比較例1 同様にモルタルによる施工後の作業性について比較し
た。配合が、細砂60wt%、セメント(アルミナセメ
ント:ポルトランドセメント=5:95)40wt%、
希釈水は全体の25wt%であるものと細砂70wt
%、セメント(アルミナセメント:ポルトランドセメン
ト=5:95)30wt%、希釈水は全体の22wt%
であるもの二種類を作製し、実施例1と同様の方法によ
り圧縮強度を測定した。
Comparative Example 1 Similarly, workability after construction with mortar was compared. The compounding ratio is 60 wt% fine sand, 40 wt% cement (alumina cement: Portland cement = 5: 95),
Diluting water is 25 wt% of the whole and fine sand 70 wt
%, Cement (alumina cement: Portland cement = 5: 95) 30 wt%, dilution water is 22 wt% of the total
Two types were prepared, and the compressive strength was measured by the same method as in Example 1.

【0014】得られた結果は、それぞれ2時間後(0K
g/cm2 、0Kg/cm2 )、24時間後(0Kg/
cm2 、0Kg/cm2 )、4日後(9Kg/cm2
6Kg/cm2 )、28日後(33Kg/cm2 、24
Kg/cm2 )であり、人が歩ける十分な強度を得るに
は4日間以上必要であった。
The obtained results show that after 2 hours (0K
g / cm 2 , 0 Kg / cm 2 ) and after 24 hours (0 Kg /
cm 2 , 0 Kg / cm 2 , after 4 days (9 Kg / cm 2 ,
6 Kg / cm 2 , after 28 days (33 Kg / cm 2 , 24
Kg / cm 2 ), and it took 4 days or more to obtain sufficient strength for a person to walk.

【0015】実施例2 安全性の面から土中のPHテストを行った。真土上に厚
さ3cmの原料混合品〔配合組成:細砂70wt%、セ
メント(アルミナセメント:ポルトランドセメント=
5:95)25wt%〕の上より40%珪酸ソーダ5w
t%と希釈水(40%珪酸ソーダの5重量倍)を散布
し、温度20℃、湿度60%の室内で材令28日まで養
生した。真土への浸透を調べるため真土各部のPHを測
定した。なお、PHの測定は、日本道路公団KODAN
602(土のPH試験方法)に従った。結果を表1に示
した。
Example 2 A soil PH test was conducted from the viewpoint of safety. Raw material mixture with a thickness of 3 cm on solid soil [Compound composition: 70 wt% fine sand, cement (alumina cement: Portland cement =
5:95) 25 wt%] above 40% sodium silicate 5w
t% and diluting water (5% by weight of 40% sodium silicate) were sprayed and cured in a room at a temperature of 20 ° C. and a humidity of 60% until the age of 28 days. The pH of each part of the true soil was measured in order to check the penetration into the true soil. In addition, PH measurement is carried out by Japan Highway Public Corporation KODAN
602 (Soil PH test method). The results are shown in Table 1.

【0016】[0016]

【表1】 [Table 1]

【0017】その結果、アルカリ水を流したにもかかわ
らず、PHの移動が見られず安全面でも問題ないことが
証明できた。 実施例3 木レンガの固定連結性を調査するため、乾燥収縮テスト
を行った。
As a result, it was possible to prove that there was no problem in terms of safety because PH did not move even though alkaline water was flowed. Example 3 A dry shrinkage test was conducted to investigate the fixed connectivity of wooden bricks.

【0018】テストは、JIS A 1129(モルタ
ル及びコンクリートの長さ変化試験方法)に準じて行っ
た。打ち込みの24時間後に脱型し、材令7日まで20
℃の水中で養生し、1回目の長さの測定を行いこの時の
長さを基準とした。以後温度20℃、湿度60%の室内
で所定の材令まで養生しその都度長さを測定した。配合
組成は、細砂70wt%、40%珪酸ソーダ5wt%、
セメント(アルミナセメント:ポルトランドセメント=
5:95)25wt%、希釈水は40%珪酸ソーダの5
倍重量である。結果を表2に示した。
The test was conducted according to JIS A 1129 (method for testing length change of mortar and concrete). The mold is removed 24 hours after the implantation, and 20 days until 7 days
It was aged in water at ℃ and the length was measured for the first time, and the length at this time was used as a reference. Thereafter, it was cured to a predetermined age in a room at a temperature of 20 ° C. and a humidity of 60%, and the length was measured each time. The composition is 70 wt% of fine sand, 5 wt% of 40% sodium silicate,
Cement (alumina cement: Portland cement =
5:95) 25 wt%, dilution water is 40% sodium silicate 5
It is double weight. The results are shown in Table 2.

【0019】[0019]

【表2】 [Table 2]

【0020】その結果、収縮率が非常に小さく、木レン
ガの固定性、連結性が非常に高いことが分かった。 実施例4 雑草生成防止効果を確認するため、組みレンガを1m×
1mを2個所組み、1個所には細砂のみを目地に流し込
み、もう1個所には本原料〔細砂70wt%、セメント
(アルミナセメント:ポルトランドセメント=5:9
5)25wt%〕を目地に流し込み、希釈した珪酸ソー
ダをそれぞれ散布した。温室内で20℃、24時間後、
目地に雑草の種子を播き、1日2回の散水を30日間続
けた。その結果、細砂のみの目地の方には、全体に雑草
が生えたが、テスト場所には1本の雑草も生えなく雑草
生成防止効果があることが判明した。
As a result, it was found that the shrinkage rate was very small, and the wooden bricks had very high fixability and connectivity. Example 4 In order to confirm the weed formation prevention effect, the bricks were 1 m ×
1m is set in two places, only fine sand is poured into the joint at one place, and the other material is made of this raw material [fine sand 70wt%, cement (alumina cement: Portland cement = 5: 9).
5) 25 wt%] was poured into the joint, and the diluted sodium silicate was sprayed on each joint. 20 ° C in a greenhouse, after 24 hours,
The seeds of weeds were sown on the joints, and watering twice a day was continued for 30 days. As a result, it was found that the joints containing only fine sand had weeds grown on the whole, but no single weeds were grown on the test site, which had an effect of preventing weed formation.

【0021】[0021]

【発明の効果】本発明によれば、汎用の材料である珪酸
ソーダを用いて非常に簡単に木レンガ等の目地詰めがで
きかつ容易に目地の雑草生育の防止ができる。また、セ
メント系材料との混合系では速やかに強度の高い硬化層
を形成することができ、施工後短時間で使用することが
できるものである。
EFFECTS OF THE INVENTION According to the present invention, it is possible to very easily fill joints such as wooden bricks using sodium silicate, which is a general-purpose material, and easily prevent weeds from growing on joints. In addition, in a mixed system with a cement-based material, a hardened layer having high strength can be quickly formed, and it can be used in a short time after construction.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 木レンガ、レンガ、ブロック等を施工す
るに際し、接合部分に結合材として骨材、セメント、珪
酸ソーダの混合体からなる珪酸ソーダ硬化層を形成する
ことを特徴とする木レンガ、レンガ、ブロック等の施工
方法。
1. A wooden brick characterized by forming a hardened layer of sodium silicate composed of a mixture of aggregate, cement and sodium silicate as a binding material at a joint portion when a wooden brick, a brick, a block or the like is constructed. Brick, block construction method.
JP6530793A 1993-03-24 1993-03-24 Construction method of wooden brick, brick, block or the like Pending JPH06272203A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6530793A JPH06272203A (en) 1993-03-24 1993-03-24 Construction method of wooden brick, brick, block or the like

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6530793A JPH06272203A (en) 1993-03-24 1993-03-24 Construction method of wooden brick, brick, block or the like

Publications (1)

Publication Number Publication Date
JPH06272203A true JPH06272203A (en) 1994-09-27

Family

ID=13283124

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6530793A Pending JPH06272203A (en) 1993-03-24 1993-03-24 Construction method of wooden brick, brick, block or the like

Country Status (1)

Country Link
JP (1) JPH06272203A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005025316A1 (en) 2003-09-17 2005-03-24 Soenderberg Frederiksen Jens Weed control in joints of concrete block and other paving stone

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005025316A1 (en) 2003-09-17 2005-03-24 Soenderberg Frederiksen Jens Weed control in joints of concrete block and other paving stone
EA009622B1 (en) * 2003-09-17 2008-02-28 Фредериксен Енс Сёндерберг Weed control in joints of concrete blocks and other paving stone
US9011855B2 (en) * 2003-09-17 2015-04-21 Jens Sønderberg Frederiksen Weed control in joints of concrete block and other paving stone
NO340673B1 (en) * 2003-09-17 2017-05-29 Soenderberg Jens Fredriksen Sealing compound for coatings and the like and their use.

Similar Documents

Publication Publication Date Title
KR101339584B1 (en) The high performance repair compositions having a dramatically rapid traffic opening ability for a old damaged cement concrete pavement and a repairing method using the same
JP5342799B2 (en) Herbicidal material, herbicidal solidifying material, and construction method thereof
JP2008502572A (en) Composition and use of a new sprayable phosphate cement combined with styrofoam.
US7204880B1 (en) Rapid setting cement
US6824605B2 (en) Additive for the preparation of ecological permeable concretes with high compression, bending and abrasion resistance, and production process
JP6785771B2 (en) Weed control material and how to use it
JPH06272203A (en) Construction method of wooden brick, brick, block or the like
JP2019058091A (en) Weed control material and usage of the same
JP3769884B2 (en) Method of manufacturing concrete base for planting and concrete product for planting
KR20170140820A (en) Eco-friendly composition for slope stabilization
JP2008223385A (en) Porous concrete and its manufacturing process
JPH101908A (en) Surface pavement method and surface pavement composition
JP6760642B2 (en) Earth solidification mortar construction method
JP4387995B2 (en) Tile paving material
JP2019149999A (en) Weed-proofing/termite-proofing composition, and weed-proofing/termite-proofing method
JP2002220273A (en) Gypsum-based structural material, method for manufacturing the same, and method for constructing structure using the same
JP6722510B2 (en) Weed control material and method of using it
JP6723129B2 (en) Weed control material and method of using it
CN105669147A (en) Powdered gypsum plaster-cement composition and use thereof
Ma Deterioration of earthen building materials
JPH06245680A (en) Weed growing controlling method and weed controlling composition
JP4098383B2 (en) Mortar composition and foundation structure in the ground
JPH0326237B2 (en)
Potter Concrete
JP2018050529A (en) Weed-proof material and method of using the same