JP3189413U - Residual formwork - Google Patents

Residual formwork Download PDF

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JP3189413U
JP3189413U JP2013007348U JP2013007348U JP3189413U JP 3189413 U JP3189413 U JP 3189413U JP 2013007348 U JP2013007348 U JP 2013007348U JP 2013007348 U JP2013007348 U JP 2013007348U JP 3189413 U JP3189413 U JP 3189413U
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wall plate
plate
support
main body
column
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優 玉木
優 玉木
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株式会社コシイプレザービング
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Abstract

【課題】作業効率がよく、しかも自然環境と調和のとれた残存型枠を提供する。【解決手段】嵌挿凹溝を有する複数の支柱2と、複数の壁板部材3とを備える。各支柱2は、木製の支柱本体21と、支柱本体21の裏側に配設された金属製板状のプレート22と、支柱本体21の幅及びプレート22の幅よりも幅狭に形成された木製の幅狭部材23とを備える。幅狭部材23は、支柱本体21及びプレート22の幅方向の中央に位置するように、支柱本体21とプレート22との間に配設され、これにより、支柱本体21とプレート22の間に嵌挿凹溝が形成されている。【選択図】図2PROBLEM TO BE SOLVED: To provide a residual formwork having good work efficiency and in harmony with the natural environment. SOLUTION: A plurality of columns 2 having a recessed groove and a plurality of wall plate members 3 are provided. Each support 2 is a wooden support body 21, a metal plate-shaped plate 22 arranged on the back side of the support body 21, and a wooden structure formed narrower than the width of the support body 21 and the width of the plate 22. The narrow member 23 of the above is provided. The narrow member 23 is arranged between the column body 21 and the plate 22 so as to be located at the center of the column body 21 and the plate 22 in the width direction, whereby the narrow member 23 is fitted between the column body 21 and the plate 22. An indented groove is formed. [Selection diagram] Fig. 2

Description

本考案は、残存型枠に関するものである。   The present invention relates to a remaining formwork.

従来から、例えば、土砂の崩壊防止用等のコンクリート構造物を形成する際にコンクリート打設用の型枠として残存型枠が用いられ、コンクリートの硬化後も除去されることなく引き続きコンクリート構造物の表面に残存させるようにしたものが知られている。例えば特許文献1に、このような残存型枠を用いた法面の盛り土工法が開示されている。この特許文献1に開示された残存型枠は、H鋼からなる嵌挿凹溝を有する複数の支柱に、複数の板状の壁板部材の両端部を、隣接する2つの支柱それぞれの嵌挿凹溝に嵌挿させるようにして壁板部材を上下に積み重ねるようにして組み付けるようにしたものである。   Conventionally, for example, when forming a concrete structure for preventing the collapse of earth and sand, a residual formwork has been used as a formwork for placing concrete, and after the concrete is hardened, What is made to remain on the surface is known. For example, Patent Document 1 discloses a slope embedding method using such a remaining formwork. The remaining mold form disclosed in Patent Document 1 is configured such that both end portions of a plurality of plate-like wall plate members are inserted into a plurality of support columns each having an insertion recess groove made of H steel. The wall plate members are assembled so as to be stacked one above the other so as to be fitted into the concave grooves.

特許第4113445号公報Japanese Patent No. 4113445

しかしながら、特許文献1では、支柱が金属製のH形鋼から構成されているため、支柱の重量が大きくなってしまい、輸送や組み付け作業を行い難く、作業効率が悪くなっている。又、H形鋼が表側に露出してしまうため、自然環境と調和し難いものになっている。   However, in patent document 1, since the support | pillar is comprised from metal H-section steel, the weight of a support | pillar will become large, it will be difficult to carry out a transport and an assembly | attachment operation | work, and work efficiency will worsen. Moreover, since the H-section steel is exposed on the front side, it is difficult to harmonize with the natural environment.

本考案は、作業効率がよく、しかも自然環境と調和のとれた残存型枠を提供することを目的としている。   An object of the present invention is to provide a residual formwork that is efficient in work and harmonized with the natural environment.

上記課題を解決するために、本考案は、嵌挿凹溝を有する複数の支柱と、複数の板状の壁板部材とを備え、前記壁板部材の両端部が隣接する2つの前記支柱それぞれの嵌挿凹溝に嵌挿されるようにして前記壁板部材が上下に積み重ねられるようにして組み付けられる残存型枠であって、前記各支柱は、木製の支柱本体と、前記支柱本体の裏側に配設された金属製板状のプレートと、前記支柱本体の幅及びプレートの幅よりも幅狭に形成された幅狭部材とを備え、前記幅狭部材は、前記支柱本体の幅方向の端部と前記プレートの幅方向の端部とがそれぞれ前記幅狭部材の幅方向の端面から突出して互いに対向した対向突出部を形成するように、前記支柱本体と前記プレートとの間に配設され、前記嵌挿凹溝は、前記互いに対向した前記支柱本体の対向突出部と前記プレートの対向突出部の間に形成されていることを特徴とする残存型枠を提供する。   In order to solve the above-mentioned problem, the present invention includes a plurality of support columns having fitting insertion grooves and a plurality of plate-like wall plate members, each of the two support columns adjacent to each other at both ends of the wall plate member. A remnant mold that is assembled so that the wall plate members are stacked one above the other so that the wall plate members are stacked up and down, and each of the columns is provided with a wooden column main body and a back side of the column main body. A metal plate-like plate disposed; a width of the column main body; and a narrow member formed narrower than a width of the plate, the narrow member being an end in the width direction of the column main body. And an end portion in the width direction of the plate are disposed between the column main body and the plate so as to protrude from the end surface in the width direction of the narrow member to form an opposing protrusion. , The fitting insertion groove is formed by the support main bodies facing each other. That is formed between the opposing projecting portion of the the opposing projecting plate to provide a remaining mold according to claim.

これによれば、各支柱は、木製の支柱本体を備えているため、各支柱の重量を従来よりも小さくでき、輸送や組み付け作業をし易いものにでき、作業効率をよくできる。しかも、木製の支柱本体が表側にあらわれるため、自然環境と調和のとれたものにできる。その一方、支柱本体の裏側に配設された金属製のプレートによって、例えば支柱全体を木製のものにした場合に比べて強度を高めることができるとともに、体積を小さくできる。   According to this, since each support | pillar is equipped with the wooden support | pillar main body, the weight of each support | pillar can be made smaller than before, it can make it easy to carry out a transport and assembly work, and it can improve work efficiency. Moreover, since the wooden support body appears on the front side, it can be made in harmony with the natural environment. On the other hand, the metal plate disposed on the back side of the column main body can increase the strength and reduce the volume as compared with the case where the entire column is made of wood, for example.

前記残存型枠において、前記幅狭部材は、木製である構成とできる。   In the remaining formwork, the narrow member may be made of wood.

これによれば、支柱を、より一層、輸送や組み付け作業をし易い作業効率のよいものにできる。   According to this, it is possible to further improve the work efficiency with which the support can be easily transported and assembled.

前記残存型枠において、前記隣接する2つの支柱の間であって、前記嵌挿凹溝に嵌挿された複数の壁板部材と交差するように前記壁板部材の表側に配設され前記壁板部材の裏側から支持部材によって支持される壁板部材用補強部材を、更に備えている構成とできる。   In the remaining formwork, the wall is disposed on the front side of the wall plate member so as to intersect with the plurality of wall plate members fitted in the fitting insertion grooves between the two adjacent support columns. It can be set as the structure further equipped with the reinforcement member for wall board members supported by the support member from the back side of a board member.

これによれば、壁板部材用補強部材によって、壁板部材における支柱間の部分が表側(外側)に膨らんで撓むことを抑えることができる。   According to this, it can suppress that the part between the support | pillars in a wall board member swells and bends to the front side (outside) by the reinforcement member for wall board members.

前記残存型枠において、上下に隣接する2つの前記壁板部材における互いに対向する上端面と下端面との何れか一方面に、前記一方面から突出した係合凸部が設けられ、前記何れか他方面に、前記係合凸部と係合する係合凹部が設けられ、前記係合凹部は、前記係合凸部が嵌挿し得るように前記他方面から凹まされて形成されている構成とできる。   In the remaining mold, an engagement convex portion protruding from the one surface is provided on any one of an upper end surface and a lower end surface facing each other in the two wall plate members adjacent vertically. An engagement recess that engages with the engagement protrusion is provided on the other surface, and the engagement recess is formed to be recessed from the other surface so that the engagement protrusion can be inserted. it can.

これによれば、隣接する2つの壁板部材同士を係合でき、壁板部材の強度を高めることができるとともに、隣接する2つの壁板部材同士の間から水分等が流れ出ることを抑えることができる。   According to this, two adjacent wall plate members can be engaged with each other, the strength of the wall plate member can be increased, and moisture or the like can be prevented from flowing out between the two adjacent wall plate members. it can.

本考案の残存型枠は、作業効率がよく、しかも自然環境と調和のとれたものにできる。   The residual form of the present invention can be made with good work efficiency and in harmony with the natural environment.

本考案の第1実施形態の残存型枠の正面図である。It is a front view of the residual mold form of 1st Embodiment of this invention. 図1の平面図である。It is a top view of FIG. 図1の残存型枠の支柱の拡大した平面図である。It is the top view to which the support | pillar of the residual mold form of FIG. 1 was expanded. 図1の残存型枠の支柱のプレートの拡大した正面図である。It is the front view to which the plate of the support | pillar of the residual mold form of FIG. 1 was expanded. 図1のV―V線断面図である。It is the VV sectional view taken on the line of FIG. 第2実施形態の残存型枠の正面図である。It is a front view of the residual mold form of 2nd Embodiment. 第3実施形態の残存型枠の正面図である。It is a front view of the residual formwork of 3rd Embodiment. 残存型枠を用いた施工例の断面図である。It is sectional drawing of the construction example using a residual formwork.

以下、本考案を実施するための形態について、図面を参照しながら詳細に説明する。図1は、本考案の第1実施形態の残存型枠の正面図、図2は、図1の平面図である。   Hereinafter, embodiments for carrying out the present invention will be described in detail with reference to the drawings. FIG. 1 is a front view of a remaining mold according to the first embodiment of the present invention, and FIG. 2 is a plan view of FIG.

第1実施形態の残存型枠1は、複数の支柱2と、複数の壁板部材3と、1つの壁板部材用補強部材4とを備えている。   The residual mold 1 according to the first embodiment includes a plurality of support columns 2, a plurality of wall plate members 3, and one wall plate member reinforcing member 4.

支柱2は、この第1実施形態では、壁板部材3のほぼ長さW4分の距離を隔てて配設された2つから構成されている、各支柱2は、図2、図3に示すように木製の支柱本体21と、支柱本体21の裏面側に配設された金属製板状のプレート22と、支柱本体21とプレート22との間に配設された幅狭部材23とを備えている。   In this first embodiment, the struts 2 are composed of two struts 2 arranged at a distance of approximately the length W4 of the wall plate member 3. Each strut 2 is shown in FIG. 2 and FIG. As described above, a wooden column main body 21, a metal plate-like plate 22 disposed on the back side of the column main body 21, and a narrow member 23 disposed between the column main body 21 and the plate 22 are provided. ing.

各支柱本体21は、この実施形態では、圧縮処理されるとともに、木材保存剤を加圧注入された木材を用い、その木材から四角柱状に形成されており、左右の幅W1が105mm、上下の長さh1が900mmに形成されている。   In this embodiment, each column main body 21 is formed into a quadrangular prism shape using a wood that has been compressed and injected with a wood preservative, and has a left and right width W1 of 105 mm and upper and lower The length h1 is 900 mm.

又、各支柱本体21は、上下方向に互いに間隔を持って配設された複数(この実施形態では2つ)の本体用ボルト挿通孔21aを備えている。この本体用ボルト挿通孔21aは、支柱本体21の前面から後面に貫通するように形成されている。   Each column main body 21 is provided with a plurality of (two in this embodiment) main body bolt insertion holes 21a arranged at intervals in the vertical direction. The main body bolt insertion hole 21 a is formed so as to penetrate from the front surface to the rear surface of the column main body 21.

プレート22は、図4に示すように左右の幅W2が50mmで、上下の長さh2が支柱本体21とほぼ同長さに形成されている。又、プレート22は、支柱本体21の本体用ボルト挿通孔21aに対応する上下方向の位置に、複数(本体用ボルト挿通孔21aと同数の2つ)のプレート用ボルト挿通孔22aを備えている。   As shown in FIG. 4, the plate 22 has a left and right width W2 of 50 mm, and an upper and lower length h2 that is substantially the same as the column main body 21. The plate 22 includes a plurality of plate bolt insertion holes 22a (two as many as the main body bolt insertion holes 21a) at vertical positions corresponding to the main body bolt insertion holes 21a of the column main body 21. .

幅狭部材23は、この実施形態では、支柱本体21と同じ木材から正四角柱状に形成されたものからなる。この幅狭部材23は、図1〜図3に示すように左右の幅W3が支柱本体21の幅W1及びプレート22の幅W2よりも狭く、上下の長さh3が支柱本体21とほぼ同長さに形成されている。この実施形態では、幅狭部材23の左右の幅W3は、27mmとされている。   In this embodiment, the narrow member 23 is formed of the same wood as the column main body 21 and is formed in a regular quadrangular prism shape. As shown in FIGS. 1 to 3, the narrow member 23 has a left and right width W3 that is narrower than the width W1 of the column main body 21 and the width W2 of the plate 22, and the vertical length h3 is substantially the same as the column main body 21. Is formed. In this embodiment, the left and right width W3 of the narrow member 23 is 27 mm.

又、幅狭部材23は、支柱本体21の本体用ボルト挿通孔21aに対応する上下方向の位置に、複数(本体用ボルト挿通孔21aと同数の2つ)の幅狭部材用ボルト挿通孔23aを備えている。   Further, the narrow member 23 has a plurality of (two as many as the main body bolt insertion holes 21a) narrow member bolt insertion holes 23a in the vertical direction corresponding to the main body bolt insertion holes 21a of the column main body 21. It has.

そして、この幅狭部材23は、図2、図3に示すように、支柱本体21とプレート22との間に、それらのそれぞれの幅方向の中央に位置するように配設されている。これにより、支柱本体21の幅方向の両端部とプレート22の幅方向の両端部がそれぞれ、幅狭部材23から幅方向に突出し、互いに対向した対向突出部21b、22bを形成している。   As shown in FIGS. 2 and 3, the narrow member 23 is disposed between the column main body 21 and the plate 22 so as to be positioned at the center in the width direction of each of them. As a result, both ends in the width direction of the column main body 21 and both ends in the width direction of the plate 22 protrude from the narrow member 23 in the width direction, thereby forming opposing protruding portions 21b and 22b facing each other.

これらの互いに対向した支柱本体21の対向突出部21bとプレート22の対向突出部22bとで、その間に、壁板部材3の端部を嵌挿する嵌挿凹溝5が幅狭部材23の幅方向の両側に形成されている。各嵌挿凹溝5は、幅狭部材23の厚さ分の間隔t1で、支柱2の全長にわたって形成されている。   Between the opposing protruding portion 21b of the column main body 21 and the opposing protruding portion 22b of the plate 22 which are opposed to each other, the insertion insertion groove 5 into which the end of the wall plate member 3 is inserted is the width of the narrow member 23. It is formed on both sides of the direction. Each fitting insertion groove 5 is formed over the entire length of the support column 2 at an interval t1 corresponding to the thickness of the narrow member 23.

そして、幅狭部材23が支柱本体21とプレート22との間に配設された状態で、固定ボルト6a(図3に2点鎖線で図示)が本体用ボルト挿通孔21aからプレート用ボルト挿通孔22a及び幅狭部材用ボルト挿通孔23aに挿通され、固定ボルト6aとその固定ボルト6aに螺合されたナット6b(図3に2点鎖線で図示)とによって支柱本体21と幅狭部材23とプレート22とが連結されている。   Then, in a state where the narrow member 23 is disposed between the column main body 21 and the plate 22, the fixing bolt 6a (shown by a two-dot chain line in FIG. 3) is inserted from the main body bolt insertion hole 21a to the plate bolt insertion hole. The column main body 21 and the narrow member 23 are inserted by the fixing bolt 6a and the nut 6b (shown by a two-dot chain line in FIG. 3) inserted through the bolt insertion hole 23a and the bolt insertion hole 23a. The plate 22 is connected.

そして、このように構成された2つの支柱2は、嵌挿凹溝5同士が対向するようにして配設されている。   And the two support | pillars 2 comprised in this way are arrange | positioned so that the insertion insertion grooves 5 may face each other.

壁板部材3は、図1に示すように、この実施形態では、上下に積み重ねられた9枚から構成されている。各壁板部材3は、木製の板状体から構成されており、図1に示すように、左右の幅W4が1470mmで、上下の高さh4が100mmに形成されている。又、各壁板部材3の厚さt2(図5に図示)は、支柱2の嵌挿凹溝5の間隔t1とほぼ同じに形成され、嵌挿凹溝5に嵌挿されるようになっている。   As shown in FIG. 1, the wall plate member 3 is composed of nine sheets that are stacked one above the other in this embodiment. Each wall plate member 3 is composed of a wooden plate-like body, and as shown in FIG. 1, the left and right width W4 is 1470 mm, and the vertical height h4 is 100 mm. Further, the thickness t2 (illustrated in FIG. 5) of each wall plate member 3 is formed to be substantially the same as the interval t1 of the fitting insertion groove 5 of the support column 2, and is inserted into the fitting insertion groove 5. Yes.

又、各壁板部材3は、この実施形態では、図5に示すように、上端面(他方面)における裏面側に係合凹部31を備え、下端面(一方面)における裏面側に係合凸部32を備えている。係合凸部32は、壁板部材3の左端から右端まで全幅にわたって、下端面から下方に四角柱状に突出するように形成されている。   Further, in this embodiment, as shown in FIG. 5, each wall plate member 3 includes an engagement recess 31 on the back surface side of the upper end surface (the other surface) and engages with the back surface side of the lower end surface (the one surface). Convex part 32 is provided. The engaging convex part 32 is formed so as to protrude downward from the lower end surface into a quadrangular prism shape over the entire width from the left end to the right end of the wall plate member 3.

係合凹部31は、壁板部材3の左端から右端まで全幅にわたって、上方側にくる壁板部材3の係合凸部32が嵌合するように、上端面から下方に窪まされている。   The engagement recess 31 is recessed downward from the upper end surface so that the engagement protrusion 32 of the wall plate member 3 on the upper side fits over the entire width from the left end to the right end of the wall plate member 3.

このように構成された複数の壁板部材3は、図1に示すように、その両端部が左右方向に距離を隔てて配設された隣接する2つの支柱2のそれぞれの嵌挿凹溝5に、順次に、嵌挿されるようにして支柱2に組み付けられる。   As shown in FIG. 1, the plurality of wall plate members 3 configured in this way are fitted into the recessed grooves 5 of the two adjacent struts 2 whose both end portions are spaced apart in the left-right direction. Then, it is assembled to the support column 2 so as to be inserted and inserted in sequence.

又、上記のようにして組み付けられる際に、図5に示すように上下に隣接する2つの壁板部材3における下方側のものの係合凹部31に上方側のものの係合凸部32が入り込んで互いに係合した状態になる。   Further, when assembled as described above, as shown in FIG. 5, the upper engaging protrusion 32 enters the lower engaging recess 31 of the two wall plate members 3 adjacent to each other in the vertical direction. They are engaged with each other.

壁板部材用補強部材4は、四角柱状のものから構成されている。壁板部材用補強部材4は、上下の長さが支柱本体21とほぼ同長さに形成されている。   The wall plate member reinforcing member 4 is formed of a quadrangular prism shape. The wall plate member reinforcing member 4 is formed so that the vertical length is substantially the same as that of the column main body 21.

又、壁板部材用補強部材4は、支持部材として支持ボルト8a(図8参照)と連結する2つの支持部材連結部41を備えている。この支持ボルト8aは、壁板部材用補強部材4と壁板部材3とを連結するとともに、壁板部材用補強部材4を壁板部材3の裏側から支持するものである。   The wall plate member reinforcing member 4 includes two support member connecting portions 41 that are connected to support bolts 8a (see FIG. 8) as support members. The support bolt 8 a connects the wall plate member reinforcing member 4 and the wall plate member 3, and supports the wall plate member reinforcing member 4 from the back side of the wall plate member 3.

この実施形態では、各支持部材連結部41は、壁板部材用補強部材4の表面から裏面に貫通する貫通孔から構成されている。   In this embodiment, each support member connection part 41 is comprised from the through-hole penetrated from the surface of the reinforcement member 4 for wall board members to a back surface.

このように構成された壁板部材用補強部材4は、2つの支柱2の間における壁板部材3の表側に、支柱2とほぼ平行になるようにして配設されている。そして、その状態で、支持部材としての支持ボルト8a(図8に図示)が、壁板部材用補強部材4の表面側から各支持部材連結部41に挿通され、その支持ボルト8aと支持ボルト8aに螺合されたナット8bとによって壁板部材3に連結される。   The reinforcing member 4 for wall plate member configured as described above is disposed on the front side of the wall plate member 3 between the two columns 2 so as to be substantially parallel to the column 2. In this state, a support bolt 8a (shown in FIG. 8) as a support member is inserted into each support member connecting portion 41 from the surface side of the wall plate member reinforcing member 4, and the support bolt 8a and the support bolt 8a are inserted. It is connected to the wall plate member 3 by a nut 8b screwed onto the wall plate member 3.

又、この状態で、壁板部材用補強部材4は、上下に積み重ねられた複数の壁板部材3と交差(直交)するように配設されている。   Further, in this state, the reinforcing member 4 for wall plate member is disposed so as to intersect (orthogonally) the plurality of wall plate members 3 stacked one above the other.

次に、第2実施形態の残存型枠100について、図6に基づいて説明する。第2実施形態の残存型枠100は、先の第1実施形態のものと同様に、嵌挿凹溝105を有する支柱102と、壁板部材103と、壁板部材用補強部材104とを備えている。   Next, the remaining mold 100 according to the second embodiment will be described with reference to FIG. Similar to the first embodiment, the remaining mold 100 of the second embodiment includes a column 102 having a fitting insertion groove 105, a wall plate member 103, and a wall plate member reinforcing member 104. ing.

第2実施形態の支柱102は、壁板部材103のほぼ長さ分の距離を隔てて並べられた4つから構成されている。これらの支柱102は、先の第1実施形態のものと同構成を採っている。ただし、左端側のものと右端側のものは、中央側の2つのものよりも上下の長さが短く形成されている。   The support column 102 of the second embodiment is composed of four columns that are arranged at a distance of approximately the length of the wall plate member 103. These struts 102 have the same configuration as that of the first embodiment. However, the left end and the right end are shorter than the two at the center.

又、壁板部材103は、隣接する2つの支柱102の嵌挿凹溝105に嵌挿されるようにして組み付けられた複数枚から構成されており、先の第1実施形態よりも枚数が多い。   Moreover, the wall board member 103 is comprised from the several sheet assembled | attached so that it may be inserted by the insertion concave groove 105 of two adjacent support | pillars 102, and there are many more sheets than previous 1st Embodiment.

又、左上部側及び右上部側に配設された壁板部材103は、他のものよりも長さが短いものが使用されている。   The wall plate member 103 disposed on the upper left side and the upper right side has a shorter length than the other members.

又、この第2実施形態では、組み付けられた壁板部材103の一部に、径大水抜管挿入孔133aと径小水抜管挿入孔133bとの2種類の水抜管挿入孔が設けられている。   In the second embodiment, two types of drainage pipe insertion holes, a large-diameter drainage pipe insertion hole 133a and a small-diameter drainage pipe insertion hole 133b, are provided in a part of the assembled wall plate member 103. .

壁板部材用補強部材104は、この第2実施形態では、隣接する2つの支柱102の間に配設された3つから構成されている。各壁板部材用補強部材104は、先の第1実施形態のものとほぼ同構成を採っている。ただし、この実施形態では、壁板部材用補強部材104は、3つの内の左端側のものと右端側のものは、中央のものよりも上下の長さが短く形成されている。   In this second embodiment, the wall plate member reinforcing member 104 is composed of three members disposed between two adjacent struts 102. Each wall plate member reinforcing member 104 has substantially the same configuration as that of the first embodiment. However, in this embodiment, the wall plate member reinforcing member 104 is formed such that the left and right end members of the three are shorter in the vertical direction than the central one.

次に、第3実施形態の残存型枠200について、図7に基づいて説明する。第3実施形態の残存型枠200は、先の第2実施形態のものと同様に、嵌挿凹溝205を有する支柱202と、壁板部材203と、壁板部材用補強部材204とを備えている。   Next, the remaining mold form 200 of the third embodiment will be described with reference to FIG. Similar to the second embodiment, the remaining mold 200 of the third embodiment includes a column 202 having a fitting insertion groove 205, a wall plate member 203, and a wall plate member reinforcing member 204. ing.

これらの支柱202と壁板部材203と壁板部材用補強部材204とは、先の第2実施形態のものと同構成を採っている。ただし、この第3実施形態の支柱202の上下の長さが先の第2実施形態のものよりも短く、残存型枠200の全体の上下の高さが先の第2実施形態のものよりも低くなっている。   These struts 202, the wall plate member 203, and the wall plate member reinforcing member 204 have the same configuration as that of the second embodiment. However, the vertical length of the support column 202 of the third embodiment is shorter than that of the previous second embodiment, and the overall vertical height of the remaining mold 200 is higher than that of the previous second embodiment. It is low.

次に、残存型枠を用いた施工例を、上記第2実施形態の残存型枠100と第3実施形態の残存型枠200とを用いて行う場合を一例として、図8に基づいて説明する。   Next, a construction example using the remaining mold will be described with reference to FIG. 8 as an example of a case where the remaining mold 100 of the second embodiment and the remaining mold 200 of the third embodiment are used. .

まず、コンクリート構造物を設置する箇所に、例えば基礎砕石301が敷き詰められ、その上に、均しコンクリート302が形成されて地面が固められる。   First, for example, basic crushed stone 301 is spread over the place where the concrete structure is to be installed, and the leveled concrete 302 is formed thereon to harden the ground.

そして、均しコンクリート302の前部側に第2実施形態の残存型枠100が後斜め上方を向くように配設される。又、均しコンクリート302の後部側に、通常の型枠(図示せず)がほぼ垂直に配設される。   Then, the remaining mold 100 of the second embodiment is disposed on the front side of the leveled concrete 302 so as to face rearward and upward. In addition, a normal formwork (not shown) is disposed substantially vertically on the rear side of the leveled concrete 302.

そして、残存型枠100における壁板部材用補強部材104に連結された支持ボルト8aと型枠とが図示しない連結部材によって連結され、これにより、壁板部材用補強部材104が連結部材9を介して支持ボルト8aによって壁板部材103の後方側(裏側)から支持された状態になる。   Then, the support bolt 8a connected to the wall plate member reinforcing member 104 in the remaining mold 100 and the mold frame are connected by a connecting member (not shown), whereby the wall plate member reinforcing member 104 is connected via the connecting member 9. Thus, the support bolt 8a is supported from the rear side (back side) of the wall plate member 103.

又、この実施形態では、残存型枠100の支柱102に配設された固定ボルト(図示せず)と型枠とが図示しない連結部材によって連結される。又、第2実施形態の残存型枠100の径大水抜管挿入孔133aと径小水抜管挿入孔133bとにそれぞれ、水抜管(図示せず)が挿入される。   In this embodiment, a fixing bolt (not shown) disposed on the support column 102 of the remaining mold 100 and the mold are connected by a connecting member (not shown). In addition, a drain pipe (not shown) is inserted into each of the large-diameter drain pipe insertion hole 133a and the small-diameter drain pipe insertion hole 133b of the remaining mold 100 of the second embodiment.

そして、第2実施形態の残存型枠100と型枠との間に下部コンクリート303が流し込まれて固められる。その際、壁板部材用補強部材104が支持ボルト8aによって壁板部材103の後方側(裏側)から支持されているため、壁板部材103(図6参照)が下部コンクリート303によって前方側(外側)に膨らんで撓むようなことを抑えることができる。   Then, the lower concrete 303 is poured between the remaining mold 100 and the mold of the second embodiment and is hardened. At this time, the wall plate member reinforcing member 104 is supported from the rear side (back side) of the wall plate member 103 by the support bolts 8a, so that the wall plate member 103 (see FIG. 6) is moved forward (outside) by the lower concrete 303. ) And can be prevented from bending.

その後、型枠が外され、その型枠が外された下部コンクリート303の後方に、第3実施形態の残存型枠200がほぼ垂直に設置される。そして、第2実施形態の残存型枠100における壁板部材用補強部材104に連結された支持ボルト8aと、第3実施形態の残存型枠200における壁板部材用補強部材204に連結された支持ボルト8aとが連結部材9を介して連結される。   Thereafter, the formwork is removed, and the remaining formwork 200 of the third embodiment is installed substantially vertically behind the lower concrete 303 from which the formwork has been removed. And the support bolt 8a connected with the reinforcement member 104 for wall board members in the residual mold frame 100 of 2nd Embodiment, and the support connected with the reinforcement member 204 for wall board members in the residual mold frame 200 of 3rd Embodiment. The bolt 8 a is connected via the connecting member 9.

なお、図示しないが、この実施形態では、第2実施形態の残存型枠100における支柱102に配設された固定ボルトと第3実施形態の残存型枠200における支柱202に配設された固定ボルトとが連結部材を介して互いに連結される。   Although not shown, in this embodiment, the fixing bolt disposed on the support column 102 in the remaining mold frame 100 of the second embodiment and the fixing bolt disposed on the support column 202 of the remaining mold frame 200 of the third embodiment. Are connected to each other via a connecting member.

その状態で、第2実施形態の残存型枠100と第3実施形態の残存型枠200との間に、上部コンクリート304が流し込まれて固められる。その場合も、第2実施形態の残存型枠100の壁板部材用補強部材104が連結部材9を介して支持ボルト8aによって壁板部材103の後方側(裏側)から支持されているため、壁板部材103が下部コンクリート303によって外側(表側)に膨らんで撓むことが抑えられる。同様に、第3実施形態の残存型枠200の壁板部材用補強部材204が連結部材9を介して支持ボルト8aによって壁板部材203の裏側から支持されているため、壁板部材203が下部コンクリート303によって外側(表側)に膨らんで撓むことが抑えられる。   In this state, the upper concrete 304 is poured and solidified between the remaining mold 100 of the second embodiment and the remaining mold 200 of the third embodiment. Also in this case, the wall plate member reinforcing member 104 of the remaining mold frame 100 of the second embodiment is supported from the rear side (back side) of the wall plate member 103 by the support bolt 8a via the connecting member 9. The plate member 103 is restrained from bulging and bending outward (front side) by the lower concrete 303. Similarly, the wall plate member reinforcing member 204 of the remaining mold frame 200 of the third embodiment is supported from the back side of the wall plate member 203 by the support bolt 8a via the connecting member 9, so that the wall plate member 203 is the lower part. It is suppressed that the concrete 303 bulges outward (front side) and bends.

以上のように構成されることにより、各支柱が木製の支柱本体を備えているため、各支柱の重量を従来よりも小さくでき、輸送や組み付け作業をし易いものにでき、作業効率をよくできる。しかも、木製の支柱本体が表側にあらわれるため、自然環境に調和したものにできる。その一方、支柱本体の裏側に配設された金属製のプレートによって支柱全体を木製のものにした場合に比べて強度を高めることができるとともに、体積を小さくできる。   By being configured as described above, each support column is provided with a wooden support column body, so that the weight of each support column can be made smaller than before, transportation and assembly work can be facilitated, and work efficiency can be improved. . Moreover, since the wooden support body appears on the front side, it can be made in harmony with the natural environment. On the other hand, the metal plate disposed on the back side of the column main body can increase the strength and reduce the volume as compared with the case where the entire column is made of wood.

又、幅狭部材が木製であるため、支柱を、より一層、輸送や組み付け作業をし易い作業効率のよいものにできる。   In addition, since the narrow member is made of wood, the column can be further improved in work efficiency that facilitates transportation and assembly work.

又、壁板部材用補強部材によって、壁板部材における支柱間の部分が表側に膨らんで撓むことを抑えることができる。   Moreover, it can suppress that the part between the support | pillars in a wall board member swells and bends to the front side by the reinforcement member for wall board members.

又、上下に隣接する2つの壁板部材における下側の壁板部材の上端面に、係合凹部が設けられ、上側の壁板部材の下端面に、係合凹部と係合する係合凸部が設けられているため、隣接する2つの壁板部材同士を連結でき、壁板部材の強度を高めることができるとともに、隣接する2つの壁板部材同士の間から水分等が流れ出ることを抑えることができる。   In addition, an engagement recess is provided on the upper end surface of the lower wall plate member of the two wall plate members adjacent to each other in the vertical direction, and an engagement protrusion that engages with the engagement recess on the lower end surface of the upper wall plate member. Since the portion is provided, the two adjacent wall plate members can be connected to each other, the strength of the wall plate member can be increased, and moisture and the like are prevented from flowing out between the two adjacent wall plate members. be able to.

なお、上記実施形態では、幅狭部材は木製とされたが、この形態のものに限らず、例えば金属製でもよく、適宜変更できる。   In the above embodiment, the narrow member is made of wood, but is not limited to this, and may be made of metal, for example, and can be changed as appropriate.

又、上記実施形態では、上下に隣接する2つの壁板部材における下側の壁板部材の上端面に、係合凹部が設けられ、上側の壁板部材の下端面に、係合凹部と係合する係合凸部が設けられたが、この形態のものに限らず、適宜変更できる。例えば上下に隣接する2つの壁板部材における下側の壁板部材の上端面に、係合凸部が設けられ、上側の壁板部材の下端面に、係合凸部と係合する係合凹部が設けられてもよい。   Further, in the above embodiment, the engagement recess is provided on the upper end surface of the lower wall plate member of the two wall plate members adjacent vertically, and the engagement recess is engaged with the lower end surface of the upper wall plate member. Although the engaging convex part to match is provided, it can change suitably not only in the thing of this form. For example, an engagement convex portion is provided on the upper end surface of the lower wall plate member of two wall plate members adjacent to each other in the vertical direction, and the engagement is engaged with the engagement convex portion on the lower end surface of the upper wall plate member. A recess may be provided.

又、上記実施形態では、係合凸部と係合凹部とは、壁板部材における幅全体に形成されたが、この形態のものに限らず、例えば壁板部材における幅方向の一部に形成されてもよく、適宜変更できる。   Moreover, in the said embodiment, although the engagement convex part and the engagement recessed part were formed in the whole width | variety in a wall board member, it is not limited to the thing of this form, For example, it forms in a part of the width direction in a wall board member. May be changed as appropriate.

又、上記実施形態では、嵌挿凹溝は、支柱2の幅方向の両側に形成されたが、支柱2の幅方向の一方側に形成されてもよく、適宜変更できる。   Moreover, in the said embodiment, although the insertion concave groove was formed in the both sides of the width direction of the support | pillar 2, you may form in the one side of the width direction of the support | pillar 2, and can change suitably.

1、100、200 残存型枠
2、102、202 支柱
3、103、203 壁板部材
4、104、204 壁板部材用補強部材
5、105、205 嵌挿凹溝
21 支柱本体
22 プレート
23 幅狭部材
31 係合凹部
32 係合凸部
DESCRIPTION OF SYMBOLS 1,100,200 Remaining formwork 2,102,202 Prop 3,103,203 Wall board member 4,104,204 Wall board member reinforcement member 5,105,205 Insertion insertion groove 21 Prop body 22 Plate 23 Narrow Member 31 Engaging recess 32 Engaging projection

Claims (4)

嵌挿凹溝を有する複数の支柱と、複数の板状の壁板部材とを備え、隣接する2つの前記支柱それぞれの嵌挿凹溝に前記壁板部材の両端部が嵌挿されるようにして前記壁板部材が
上下に積み重ねられるようにして組み付けられる残存型枠であって、
前記各支柱は、木製の支柱本体と、前記支柱本体の裏側に配設された金属製板状のプレートと、前記支柱本体の幅及びプレートの幅よりも幅狭に形成された幅狭部材とを備え、
前記幅狭部材は、前記支柱本体の幅方向の端部と前記プレートの幅方向の端部とがそれぞれ前記幅狭部材の幅方向の端面から突出して互いに対向した対向突出部を形成するように、前記支柱本体と前記プレートとの間に配設され、
前記嵌挿凹溝は、前記互いに対向した前記支柱本体の対向突出部と前記プレートの対向突出部の間に形成されていることを特徴とする残存型枠。
It is provided with a plurality of struts having fitting recesses and a plurality of plate-like wall plate members, and both end portions of the wall plate members are fitted and inserted into the fitting recess grooves of each of the two adjacent struts. It is a residual mold that is assembled so that the wall plate members are stacked up and down,
Each of the columns includes a wooden column body, a metal plate-like plate disposed on the back side of the column body, a width member and a narrow member formed to be narrower than the plate width. With
The narrow member is formed such that an end portion in the width direction of the column main body and an end portion in the width direction of the plate protrude from the end surface in the width direction of the narrow member and face each other. , Disposed between the column main body and the plate,
The residual mold, wherein the fitting insertion groove is formed between an opposing protruding portion of the column main body facing each other and an opposing protruding portion of the plate.
前記幅狭部材は、木製であることを特徴とする請求項1記載の残存型枠。   The residual mold according to claim 1, wherein the narrow member is made of wood. 前記隣接する2つの支柱の間であって、前記嵌挿凹溝に嵌挿された複数の壁板部材と交差するように前記壁板部材の表側に配設され前記壁板部材の裏側から支持部材によって支持される壁板部材用補強部材を、更に備えていることを特徴とする請求項1又は2記載の残存型枠。   Between the two adjacent struts and disposed on the front side of the wall plate member so as to intersect with the plurality of wall plate members fitted in the fitting insertion grooves, and supported from the back side of the wall plate member The residual mold according to claim 1 or 2, further comprising a reinforcing member for a wall plate member supported by the member. 上下に隣接する2つの前記壁板部材における互いに対向する上端面と下端面との何れか一方面に、前記一方面から突出した係合凸部が設けられ、
前記何れか他方面に、前記係合凸部と係合する係合凹部が設けられ、
前記係合凹部は、前記係合凸部が嵌挿し得るように前記他方面から凹まされて形成されていることを特徴とする請求項1〜3の何れか一項に記載の残存型枠。
An engagement convex portion protruding from the one surface is provided on either one of the upper end surface and the lower end surface facing each other in the two vertically adjacent wall plate members,
An engagement concave portion that engages with the engagement convex portion is provided on either one of the other surfaces,
The residual mold according to any one of claims 1 to 3, wherein the engagement recess is formed to be recessed from the other surface so that the engagement protrusion can be inserted.
JP2013007348U 2013-12-26 2013-12-26 Residual formwork Expired - Lifetime JP3189413U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6960704B1 (en) * 2021-05-30 2021-11-05 株式会社ライズ Frame used for concrete retaining wall, remaining formwork with the frame and construction method
JP6989865B1 (en) * 2021-05-07 2022-02-03 美藤 雅康 A concrete retaining wall made of molded members fixed in a ladder shape.

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6989865B1 (en) * 2021-05-07 2022-02-03 美藤 雅康 A concrete retaining wall made of molded members fixed in a ladder shape.
JP6960704B1 (en) * 2021-05-30 2021-11-05 株式会社ライズ Frame used for concrete retaining wall, remaining formwork with the frame and construction method
JP2022183411A (en) * 2021-05-30 2022-12-12 株式会社ライズ Frame body used for concrete retaining wall, permanent form equipped therewith and construction method therefor

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