JP3186723U - Assemble mortar formwork - Google Patents

Assemble mortar formwork Download PDF

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JP3186723U
JP3186723U JP2013003925U JP2013003925U JP3186723U JP 3186723 U JP3186723 U JP 3186723U JP 2013003925 U JP2013003925 U JP 2013003925U JP 2013003925 U JP2013003925 U JP 2013003925U JP 3186723 U JP3186723 U JP 3186723U
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frame member
side frame
mortar
joint
short
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長嶺良二
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長嶺 良二
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Abstract

【課題】熟練や技能を要せず、容易に目地を作ることが可能な組積み盛り付け目地モルタル型枠を提供する。
【解決手段】コンクリートブロックAの組積材の上面に接合目地モルタルを盛り付けるための型枠であって組積材の正面外側と内側上面に載置される型枠1,2からなり、その両端同士を連結する一対の型枠3,3′と共に当該型枠を組積材の上面から所定高さ寸法hを突出させた状態で保持することを特徴とする。
【選択図】図2
An object of the present invention is to provide a joint pile joint mortar form which can easily form joints without requiring skill or skill.
A mold for placing joint mortar on the upper surface of a masonry material of a concrete block A, comprising molds 1 and 2 mounted on the front outer side and the inner upper surface of the masonry material. A pair of molds 3 and 3 ′ that connect each other are held together with the molds in a state where a predetermined height dimension h protrudes from the upper surface of the masonry material.
[Selection] Figure 2

Description

本考案は、組積み盛り付けモルタル型枠に関し、さらに詳細には、コンクリートブロックの組積材を積み上げて組積構造物を構造する際に用いられる目地形成用のモルタル型枠に関するものである。   The present invention relates to an assembled mortar formwork, and more particularly to a mortar formwork for forming joints used when a masonry structure is constructed by stacking concrete blocks.

組積材を積み上げて築造する組積構造物は、門や塀、壁などの構造に広く摘要されている。この組積構造物に使用される組積材としては、一般にコンクリートブロックが知られている。これら組積材のうち、コンクリートブロック(以下、適宜ブロックとも言う)は構造上、空洞ブロックと称されたりするものがある。このような組積材を積み上げて施工する組積工事において、上段の組積材を積み上げる前に、下段の組積材の上面にモルタルが盛り付けられる。このモルタルによって上下段の組積材どうしが接着するとともに、両者間に目地が形成される。しかしながら、このモルタルの盛り付け作業は、以下に説明するように容易ではない。   Masonry structures that are constructed by stacking masonry materials are widely used in structures such as gates, fences, and walls. As a masonry material used for this masonry structure, a concrete block is generally known. Among these masonry materials, a concrete block (hereinafter also referred to as a block as appropriate) is sometimes referred to as a hollow block because of its structure. In the masonry construction in which such masonry materials are stacked and constructed, mortar is placed on the upper surface of the lower masonry material before the upper masonry material is accumulated. With this mortar, the upper and lower masonry materials are bonded together, and joints are formed between them. However, this mortar arrangement work is not easy as will be described below.

例えば、組積材として空洞ブロックを使用する場合、この空洞ブロックには上下に開口する空洞部分が複数形成されていることから、モルタルが盛り付けられることとなるブロックの上面、すなわち上下段のブロックが重なり合う部分の面積は極めて狭少である。   For example, when a hollow block is used as a masonry material, since the hollow block is formed with a plurality of hollow portions that open up and down, the upper surface of the block on which mortar is to be placed, that is, the upper and lower blocks are arranged. The area of the overlapping part is extremely small.

左右のブロック間に形成される空隙部分にはモルタルを充填することが法律で義務付けられている。他方、ブロック自身の空洞部分にはモルタルを充填する必要はなく、このため一般には空洞部分を除いたブロック上面にのみモルタルを盛り付けている。しかしながら、このブロック上面は前記のように極めて狭小であり、したがって十分な注意を払いながら盛り付け作業をしても、モルタルが空洞部分や、ブロック周辺に落下してしまうのは避け難い状況にある。さらには、先々の目地形成を念頭において適度の厚みでモルタルを盛り付けるのは至難の技であり、結局のところはモルタルが空洞部分や周辺に落下したり汚したりをするのを無視して、いわゆる「てんこもり」状態に盛り付けているのが現状である。モルタルの盛り付け後は、その多めに盛り付けられたモルタルの上に、レベルと方向と水平性を合わせながら、空洞部分や周辺にモルタルがこぼれ落ちるのを無視して上段のブロックを積み上げ、必要な目地幅を出す。しかる後に、鏝でこの目地を仕上げてゆくのであるが、これには相当の技量と経験を要する。また、刷毛と水を使って必要箇所以外に付着したモルタルを除去し、丹念に仕上げるのであるが、これも多大な労力を要する。   It is legally required to fill mortar in the gap formed between the left and right blocks. On the other hand, it is not necessary to fill the cavity portion of the block itself with mortar, and for this reason, mortar is generally provided only on the upper surface of the block excluding the cavity portion. However, the upper surface of the block is extremely narrow as described above. Therefore, even if the laying operation is performed with sufficient care, it is difficult to avoid the mortar falling to the hollow portion or the block periphery. Furthermore, it is extremely difficult to put mortar with an appropriate thickness in consideration of the formation of the joints ahead of time, and in the end, ignoring the mortar falling or getting dirty around the cavity or the surroundings, so-called The current situation is that they are in the “Tenkomori” state. After the mortar is placed, the upper block is piled up on the mortar that is overlaid, ignoring the spilling of the mortar in and around the cavity and the horizontal direction, matching the level, direction and horizontality. Take out the width. After that, the joints are finished with a spear, which requires considerable skill and experience. In addition, the mortar attached to other than the necessary parts is removed with a brush and water, and it is carefully finished, but this also requires a great deal of labor.

特開2005−36387号公報JP 2005-36387 A

従来の組積工法においては、上下の組積材の間に挟むモルタルの量や扱いに注意しながら、レベルと水平と方向性を求め、さらには綺麗な目地を作っていくことは相当な技術の習熟と長い経験が必要である。しかも、どんなに習熟した技術と経験を持った技能者であっても、その施工にはかなりの手間と時間を要し、ましてや技量の浅い技能者や素人にとってはなかなか習熟し難い困難があった。本考案が解決しようとする課題は、熟練や技能を要せず、容易に目地を作ることが可能な組積み盛り付け目地モルタル型枠を提供することである。 In the conventional masonry method, it is a considerable technology to obtain the level, horizontal and directionality while paying attention to the amount and handling of the mortar sandwiched between the upper and lower masonry materials, and to make a beautiful joint. Requires proficiency and long experience. Moreover, no matter how well-skilled and skilled technicians are, it takes a lot of labor and time for the construction, and it is difficult for skilled technicians and amateurs to master. The problem to be solved by the present invention is to provide a pile-up joint mortar form that can easily form joints without requiring skill or skill.

本考案は、コンクリートブロックの組積材の上面に、モルタルの接合目地材を盛り付けるための型枠であって、組積材の外側長辺に設置される枠体と内側長辺に載置される枠体と両端同士一対の短辺枠体からなり、該型枠を前記組積材の上面から所定高さ寸法を穴出させた状態で保持することを特徴とする。
本考案の第1は、コンクリートブロックの組積材の上面に接合目地モルタルを盛り付けるための型枠であって組積材の正面外側と内側上面に載置される型枠からなり、その両端同士を連結する一対の型枠と共に当該型枠を組積材の上面から所定高さ寸法hを突出させた状態で保持することを特徴とする組積み盛り付け目地モルタル型枠である。
The present invention is a mold for placing a joint joint material of mortar on the upper surface of a masonry material of a concrete block, and is placed on the outer long side and the inner long side of the masonry material. And a pair of short side frames at both ends, and the mold frame is held in a state where a predetermined height dimension is pierced from the upper surface of the masonry material.
The first of the present invention is a mold for placing joint joint mortar on the upper surface of the masonry material of the concrete block, which consists of a mold placed on the front outer side and the inner upper surface of the masonry material. A piling-up joint mortar formwork characterized by holding the formwork together with a pair of formwork connecting the two in a state where a predetermined height dimension h projects from the upper surface of the piling material.

本考案の第2は、枠体の外側長辺型枠部材は、コンクリートブロックAの正面からこの型枠の固定を兼ねコンクリートブロックAの上面より所定深さh´を有し、上面より所定高さhだけを突出させることを特徴とする上記1記載の組積み盛り付け目地型枠。 In the second aspect of the present invention, the outer long side frame member of the frame body has a predetermined depth h ′ from the top surface of the concrete block A and also has a predetermined height from the top surface of the concrete block A. The joint pile joint form according to the above 1, wherein only the length h is projected.

本考案の第3は、枠体の内側長辺型枠部材は、外側長辺型枠部材と所定間隔離れ、外側長辺型枠部材と平行でコンクリートブロックAの上面に載置された時平面視して短形の目地モルタル盛り付け用空間を形成するものであり、その下端面が上面と接して載置された所から所定高さ寸法hを突出させることを特徴とする上記1〜2の組積み盛り付け目地モルタル型枠である。   The third aspect of the present invention is that when the inner long side frame member of the frame is placed on the upper surface of the concrete block A in parallel with the outer long side frame member at a predetermined distance from the outer long side frame member. A space for placing a short joint mortar as viewed, and having a predetermined height dimension h projecting from a place where the lower end surface is in contact with the upper surface. It is a mortar formwork for assembling and building joints.

本考案の第4は、枠体の短辺型枠部材は外側長辺型枠部材と内側長辺型枠部材の両端同士をそれぞれ連結固定して、すでに組積みあがっているブロックとの縦目地厚さを確保することを特徴とする上記1〜3の組積み盛り付け目地モルタル型枠。   The fourth aspect of the present invention is that the short side frame member of the frame body is formed by connecting and fixing both ends of the outer long side frame member and the inner long side frame member to each other, and a vertical joint with the block already assembled. The assembled pile joint mortar form as set forth in 1 to 3 above, wherein the thickness is secured.

本考案の第5は、枠体の外側長辺型枠部材と内側長辺型枠部材をブロックAの幅を中心にし左右対称に型枠を設置し接合目地モルタルを盛り付けることは、施工の手間と時間の短縮が図れる。短辺型枠部材はブロックAの幅に対応し短辺型枠部材の幅を調整し固定することにより、複数建築用コンクリートブロックに対応することを特徴とした組積み盛り付け目地モルタル型枠である。 The fifth aspect of the present invention is that the outer long side frame member and the inner long side frame member of the frame body are placed symmetrically with the width of the block A as the center, and the joint joint mortar is disposed of. And shorten the time. The short-side formwork member corresponds to the width of the block A, and adjusts and fixes the width of the short-side formwork member to correspond to a plurality of building concrete blocks. .

本考案の第6は、枠体の短辺型枠部材において、複数コンクリートブロックに対応し外側長辺型枠部材と内側長辺型枠部材とを調整版を使用することにより、外側長辺型枠部材、内側長辺型枠部材、短辺型枠部材を組み合わせることにより複数建築用コンクリートブロックに対応できることを特徴とした組積み盛り付け目地モルタル型枠である。 6th of this invention is an outer long side type | mold by using the adjustment version for the outer side long side frame member and inner side long side frame member corresponding to a plurality of concrete blocks in the short side type frame member of a frame. It is an assembled joint mortar formwork characterized by being able to cope with a plurality of building concrete blocks by combining a frame member, an inner long side formwork member, and a short side formwork member.

本考案の組積み盛り付け目地モルタル型枠は、熟練者でなければ困難な接合目地モルタル量を最適、最小限に抑え、周辺にこぼれ落ちるのを防ぎ、施工の手間と時間の短縮が図れ併せ仕上げ作業もごく簡略なものとすることが出来るという利点がある。   Assembling and building joint mortar form of the present invention optimizes and minimizes the amount of joint joint mortar that would be difficult for an unskilled person, prevents it from spilling to the surroundings, and reduces the time and effort of construction. There is an advantage that the work can be made very simple.

図1はこの考案の第1の実施形態を示す斜視図である。FIG. 1 is a perspective view showing a first embodiment of the present invention. 図2は図1のイ−イ´線に沿った第1、第2の長辺型枠部材の断面図である。FIG. 2 is a cross-sectional view of the first and second long-side frame members taken along the line II ′ of FIG. 図3は図1のロ−ロ´線に沿った第3の短辺型枠部材の断面図である。FIG. 3 is a cross-sectional view of the third short-side frame member taken along the line of FIG. 図4はこの考案の第2実施形態を示す斜視図である。FIG. 4 is a perspective view showing a second embodiment of the present invention. 図5は図4のイ−イ´腺に沿った第1、第2の長辺型枠部材の断面図である。FIG. 5 is a cross-sectional view of the first and second long-side frame members taken along the line II ′ in FIG. 図6は図4のロ−ロ´線に沿った第3の短辺型枠部材の断面図である。FIG. 6 is a cross-sectional view of the third short-side frame member taken along the line of FIG. 図7は第2実施形態傾斜図に沿った調整版の断面図である。FIG. 7 is a cross-sectional view of the adjustment plate according to the inclination of the second embodiment.

以下、本考案を図面を用いて詳細に説明する。
図1は、第1実施形態を示す斜視図である。この実施形態は、組積材として空洞ブロックAを使用する場合の例である。空洞ブロックAは上下面に開口する複数の空洞部分Bを有するブロックであり、側面には窪みCを有している。第1の長辺型枠部材1と第2の長辺型枠部材2及び第3の短辺型枠部材3 3´とで構成されている。第1の長辺型枠部材1、第2の長辺型枠部材2、第3の短辺型枠部材3 3´の型枠部材は板状に加工して作られるが、その材質は金属、プラスチック、木材など何でも良い。
Hereinafter, the present invention will be described in detail with reference to the drawings.
FIG. 1 is a perspective view showing the first embodiment. This embodiment is an example in the case of using the cavity block A as a masonry material. The cavity block A is a block having a plurality of cavity portions B opened on the upper and lower surfaces, and has a recess C on the side surface. The first long-side frame member 1, the second long-side frame member 2, and the third short-side frame member 33 ′ are configured. The first long-side frame member 1, the second long-side frame member 2, and the third short-side frame member 33 'are formed by processing them into a plate shape. Anything, plastic, wood etc.

図2は第1の長辺型枠部材1の断面イ−イ´で示すように、第1の長辺型枠部材1はブロックAの正面から外側長辺型枠部材の固定を兼ねブロックAの正面から下側に所定深さ寸法h´を位置させ、上面から所定高さ寸法hだけ突出させる型枠から形成されている。   As shown in FIG. 2 by a cross section ii ′ of the first long-side frame member 1, the first long-side frame member 1 serves to fix the outer long-side frame member from the front of the block A. Is formed from a mold having a predetermined depth dimension h ′ located on the lower side from the front side and protruding from the upper surface by a predetermined height dimension h.

図2は第2の長辺型枠部材2の断面イ−イ´で示すように、第2の長辺型枠部材2は内側長辺型枠部材からなりブロックAの空洞Bの縁の上面から所定高さ寸法hだけ突出させモルタル幅が十分に確保できる型枠から形成されている。   As shown in FIG. 2 by a cross-section ii ′ of the second long-side frame member 2, the second long-side frame member 2 is an inner long-side frame member and is an upper surface of the edge of the cavity B of the block A. It is formed from a mold that protrudes by a predetermined height dimension h from which a sufficient mortar width can be secured.

この高さ寸法hはモルタルの盛り付け高さであり、後に上段のブロックを積み上げた際の沈み込みを考慮して目地幅よりも幾分か大きく設定されている。第1の長辺型枠部材1がブロックAの側面に沿っていること、第2の長辺型枠部材2はブロックAの空洞Bの縁一杯に設置されることでモルタル幅が十分に確保され、先々の目地形成を容易にしている。   This height h is the height of the mortar, and is set somewhat larger than the joint width in consideration of the sinking when the upper blocks are stacked later. The first long-side frame member 1 is along the side surface of the block A, and the second long-side frame member 2 is installed over the edge of the cavity B of the block A, thereby ensuring a sufficient mortar width. This facilitates the formation of future joints.

図3は第3の短辺型枠部材の断面ロ−ロ´で示すように、第3の短辺型枠部材は両端短辺型枠部材3 3´からなり第1の長辺型枠部材1、第2の長辺型枠部材2の両端同士をそれぞれ連結固定する一対の短辺型枠部材であって短辺型枠部材の高さはブロックAの上面より所定高さ寸法h、上面より所定深さ寸法h´を、幅については第1の長辺型枠部材1、第2の長辺型枠部材2の部材幅とブロックAのモルタル盛り付け幅を取る。   As shown in FIG. 3 by a cross section of the third short-side frame member, the third short-side frame member is composed of short-sided frame members 33 ′ at both ends and the first long-side frame member. 1. A pair of short-side frame members for connecting and fixing both ends of the first and second long-side frame members 2 respectively. The height of the short-side frame members is a predetermined height dimension h from the upper surface of the block A. Further, the predetermined depth dimension h ′ is set such that the width of the first long-side frame member 1 and the second long-side frame member 2 and the mortar placement width of the block A are taken.

図4は第1の長辺型枠部材1第2の長辺型枠部材2をブロックAの幅を中心に左右対称に型枠を設置すると第1の長辺型枠部材1´第2の長辺型枠部材2´となる第3の短辺型枠部材3 3´の幅は図6の断面ロ−ロ´で示すようにブロックAの幅により調整し固定する。図5、6についての詳細説明は、前出の図2、3と同様のため省略する。   FIG. 4 shows that the first long-side form member 1 'and the second long-side form member 2 are placed symmetrically about the width of the block A and the first long-side form member 1' The width of the third short-side frame member 33 ′, which becomes the long-side frame member 2 ′, is adjusted and fixed according to the width of the block A as shown by the cross-section roll in FIG. 6. The detailed description of FIGS. 5 and 6 is the same as FIGS.

図7は第1の長辺型枠部材1、第2の長辺型枠部材2、第3の短辺型枠部材3 3´と第1の長辺型枠部材1´第2の長辺型枠部材2´、第4の短辺型枠部材4 4´、5 5´を調整版として使用し組み合わせることにより各種建築用ブロックに対応できる。   FIG. 7 shows the first long-side frame member 1, the second long-side frame member 2, the third short-side frame member 33 ′ and the first long-side frame member 1 ′ and the second long side. By using and combining the formwork member 2 ′ and the fourth short-side formwork members 4 4 ′, 5 ′ as adjustment plates, various building blocks can be handled.

次に上記型枠の使用状態について説明する。図2に示すように、モルタルを盛り付けようとしている下段ブロックAに第1の長辺型枠部材1、第2の長辺型枠部材2、第3の短辺型枠部材3 3´を載置し、上下段のブロックが重なり合う部分のみによって定まる盛り付け空間が区画される。この盛り付け空間にモルタルを盛り付け、鏝を使って均す。均し作業を終えた後、上段のブロックを積み上げてレベルと方向と水平を求める。   Next, the usage state of the said formwork is demonstrated. As shown in FIG. 2, the first long-side frame member 1, the second long-side frame member 2, and the third short-side frame member 33 ′ are placed on the lower block A where mortar is to be placed. The arrangement space defined by only the portion where the upper and lower blocks overlap is defined. Place the mortar in this serving space and level it with a jar. After finishing the leveling work, stack the upper blocks to find the level, direction and level.

このように、第1、第2及び第3 3´の型枠部材によって、ブロックAの上面に所要の盛り付け空間が区画形成され突出高さが等しく、作業者はこの盛り付け空間にモルタルを盛り付け、鏝を第1、第2及び第3 3´の上面に載せて移動させることにより均し作業を容易に行うことができ熟練を要することなく、作業を極めて簡単に行うことができる。   Thus, by the first, second and third 3 ′ formwork members, the required placement space is defined on the upper surface of the block A and the protruding height is equal, and the operator places mortar in this placement space, The leveling work can be easily performed by placing the scissors on the upper surfaces of the first, second, and third 3 'surfaces, and the work can be performed very easily without requiring skill.

技術の困難さと煩雑さが組積造工法の普及を妨げているとともに、工費の高騰をもたらしている。さらには建築工法の選択肢を狭め、組積工法の伝承を途絶えさせ、しかも組積工法を愛する素人といわれる人々から自らがブロックを積み上げて建造物を作る楽しみを奪っているが、本考案を使用すれば多くの人々にブロック積みを普及でき、専門職への短期間での就業、コンクリートブロックの使用量の拡大が期待できる。   The difficulty and complexity of the technology has hindered the widespread use of masonry construction methods and has led to increased construction costs. Furthermore, the choice of construction methods is narrowed, the tradition of masonry methods is discontinued, and people who are said to be amateurs who love masonry methods are depriving the pleasure of building blocks by themselves, but using this invention By doing so, block stacking can be disseminated to many people, and it can be expected that employment in a short period of time will increase the amount of concrete blocks used.

1 第1の外側長辺型枠部材
2 第2の内側長辺型枠部材
3 第3の短辺型枠部材
A 空洞コンクリートブロック
B 空洞部分
C 空隙部分
DESCRIPTION OF SYMBOLS 1 1st outer side long frame member 2 2nd inner long side frame member 3 3rd short side frame member A A hollow concrete block B Cavity part C Cavity part

本考案の第2は、枠体の外側長辺型枠部材は、コンクリートブロックAの正面からこの型枠の固定を兼ねコンクリートブロックAの上面より所定深さh´を有し、上面より所定高さhだけを突出させることを特徴とする請求項1記載の組積み盛り付け目地モルタル型枠であるIn the second aspect of the present invention, the outer long side frame member of the frame body has a predetermined depth h ′ from the top surface of the concrete block A and also has a predetermined height from the top surface of the concrete block A. a set stacking dished jointing mortar formwork according to claim 1, characterized in that only protrude to h.

本考案の第3は、枠体の内側長辺型枠部材は、外側長辺型枠部材と所定間隔離れ、外側長辺型枠部材と平行でコンクリートブロックAの上面に載置された時平面視して短形の目地モルタル盛り付け用空間を形成するものであり、その下端面が上面と接して載置された所から所定高さ寸法hを突出させることを特徴とする請求項1または2に記載の組積み盛り付け目地モルタル型枠である。 The third aspect of the present invention is that when the inner long side frame member of the frame is placed on the upper surface of the concrete block A in parallel with the outer long side frame member at a predetermined distance from the outer long side frame member. vision to those which form joint mortar Serve space of the short form, according to claim 1 or 2, characterized in that projecting the predetermined height h from where its lower surface is placed in contact with the upper surface It is a form pile mortar formwork as described in 1.

本考案の第4は、枠体の短辺型枠部材は外側長辺型枠部材と内側長辺型枠部材の両端同士をそれぞれ連結固定して、すでに組積みあがっているブロックとの縦目地厚さを確保することを特徴とする請求項1〜3のいずれか一項に記載の組積み盛り付け目地モルタル型枠。 The fourth aspect of the present invention is that the short side frame member of the frame body is formed by connecting and fixing both ends of the outer long side frame member and the inner long side frame member to each other, and a vertical joint with the block already assembled. Thickness is ensured, The assembled pile joint mortar form as described in any one of Claims 1-3 characterized by the above-mentioned .

枠体の外側長辺型枠部材と内側長辺型枠部材をブロックAの幅を中心にし左右対称に型枠を設置し接合目地モルタルを盛り付けるに際し、短辺型枠部材ブロックAの幅に対応し短辺型枠部材の幅調整し固定することにより、複数建築用コンクリートブロックに対応することを特徴とした請求項1〜4のいずれか一項に記載の組積み盛り付け目地モルタル型枠である。 Saishi to Serve the outer long side formwork members and the inner long side mold member about the width of the block A is installed formwork symmetrically bonded joint mortar of the frame, a short side formwork member of block A by adjusting fixed to the width of the corresponding short side formwork member width, set stacked Serve joint mortar according to any one of claims 1 to 4 characterized in that corresponding to the plurality building concrete block It is a formwork.

枠体の短辺型枠部材において、複数コンクリートブロックに対応し外側長辺型枠部材と内側長辺型枠部材とを調整版を使用することにより、外側長辺型枠部材、内側長辺型枠部材、短辺型枠部材を組み合わせることにより複数建築用コンクリートブロックに対応できることを特徴とした請求項5に記載の組積み盛り付け目地モルタル型枠である。

In the short-side frame member of the frame, the outer long-side frame member and the inner long-side type can be used by adjusting the outer long-side frame member and the inner long-side frame member corresponding to a plurality of concrete blocks. 6. The assembled pile joint mortar form according to claim 5, which can be applied to a plurality of building concrete blocks by combining a frame member and a short side form frame member.

Claims (6)

コンクリートブロックの組積材の上面に接合目地モルタルを盛り付けるための型枠であって組積材の正面外側と内側上面に載置される型枠からなり、その両端同士を連結する一対の型枠と共に当該型枠を組積材の上面から所定高さ寸法hを突出させた状態で保持することを特徴とする組積み盛り付け目地モルタル型枠。 A pair of molds for placing joint joint mortar on the upper surface of the masonry material of the concrete block. The molds are placed on the front outer side and the inner upper surface of the masonry material, and the ends are connected to each other. And the said formwork is hold | maintained in the state which protruded the predetermined height dimension h from the upper surface of the masonry material, The grouping pile joint mortar formwork characterized by the above-mentioned. 枠体の外側長辺型枠部材は、コンクリートブロックAの正面からこの型枠の固定を兼ねコンクリートブロックAの上面より所定深さh´を有し、上面より所定高さhだけを突出させることを特徴とする請求項1記載の組積み盛り付け目地型枠。 The outer long side frame member of the frame body has a predetermined depth h ′ from the top surface of the concrete block A and serves to fix the frame from the front of the concrete block A, and protrudes only a predetermined height h from the upper surface. The assembled and piled joint form according to claim 1. 枠体の内側長辺型枠部材は、外側長辺型枠部材と所定間隔離れ、外側長辺型枠部材と平行でコンクリートブロックAの上面に載置された時平面視して短形の目地モルタル盛り付け用空間を形成するものであり、その下端面が上面と接して載置された所から所定高さ寸法hを突出させることを特徴とする請求項1〜2記載の組積み盛り付け目地モルタル型枠。 The inner long side frame member of the frame body is a short joint when viewed from above when placed on the upper surface of the concrete block A in parallel with the outer long side frame member at a predetermined distance from the outer long side frame member. The mortar assembling joint mortar according to claim 1 or 2, wherein a mortar assembling space is formed, and a predetermined height dimension h is projected from a place where a lower end surface of the mortar is placed in contact with the upper surface. Formwork. 枠体の短辺型枠部材は外側長辺型枠部材と内側長辺型枠部材の両端同士をそれぞれ連結固定して、すでに組積みあがっているブロックとの縦目地厚さを確保することを特徴とする請求項1〜3に記載の組積み盛り付け目地モルタル型枠。 The short side frame member of the frame body secures the vertical joint thickness between the outer long side frame member and the inner long side frame member by connecting and fixing the respective ends of the frame and the blocks already assembled. The assembled and piled joint mortar form according to claim 1 to 3. 枠体の外側長辺型枠部材と内側長辺型枠部材をブロックAの幅を中心にし左右対称に型枠を設置し接合目地モルタルを盛り付けることは、施工の手間と時間の短縮が図れる。短辺型枠部材はブロックAの幅に対応し短辺型枠部材の幅を調整し固定することにより、複数建築用コンクリートブロックに対応することを特徴とした組積み盛り付け目地モルタル型枠。 Installing the mold frame symmetrically about the width of the block A and placing the joint joint mortar on the outer long side frame member and the inner long side frame member of the frame body can reduce the labor and time of construction. A short-side form member corresponds to the width of the block A, and adjusts and fixes the width of the short-side form member so as to correspond to a plurality of building concrete blocks. 枠体の短辺型枠部材において、複数コンクリートブロックに対応し外側長辺型枠部材と内側長辺型枠部材とを調整版を使用することにより、外側長辺型枠部材、内側長辺型枠部材、短辺型枠部材を組み合わせることにより複数建築用コンクリートブロックに対応できることを特徴とした組積み盛り付け目地モルタル型枠。 In the short-side frame member of the frame, the outer long-side frame member and the inner long-side type can be used by adjusting the outer long-side frame member and the inner long-side frame member corresponding to a plurality of concrete blocks. A built-up pile joint mortar form characterized by being capable of supporting a plurality of building concrete blocks by combining a frame member and a short-side form frame member.
JP2013003925U 2013-07-08 2013-07-08 Assemble mortar formwork Expired - Fee Related JP3186723U (en)

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