JP2602478B2 - Resin integral molding - Google Patents
Resin integral moldingInfo
- Publication number
- JP2602478B2 JP2602478B2 JP6125760A JP12576094A JP2602478B2 JP 2602478 B2 JP2602478 B2 JP 2602478B2 JP 6125760 A JP6125760 A JP 6125760A JP 12576094 A JP12576094 A JP 12576094A JP 2602478 B2 JP2602478 B2 JP 2602478B2
- Authority
- JP
- Japan
- Prior art keywords
- bundle
- rigid
- resin
- pair
- column
- 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.)
- Expired - Lifetime
Links
- 229920005989 resin Polymers 0.000 title claims description 11
- 239000011347 resin Substances 0.000 title claims description 11
- 238000000465 moulding Methods 0.000 title claims description 3
- 239000000758 substrate Substances 0.000 claims description 47
- 238000009423 ventilation Methods 0.000 claims description 24
- 239000004575 stone Substances 0.000 claims description 19
- 230000002265 prevention Effects 0.000 claims description 11
- 238000001746 injection moulding Methods 0.000 claims description 9
- 229920003002 synthetic resin Polymers 0.000 claims description 6
- 239000000057 synthetic resin Substances 0.000 claims description 6
- 239000004567 concrete Substances 0.000 description 11
- 241000256602 Isoptera Species 0.000 description 8
- 230000007797 corrosion Effects 0.000 description 8
- 238000005260 corrosion Methods 0.000 description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 239000000463 material Substances 0.000 description 4
- 241000272165 Charadriidae Species 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 230000002745 absorbent Effects 0.000 description 1
- 239000002250 absorbent Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 229920000122 acrylonitrile butadiene styrene Polymers 0.000 description 1
- 230000000740 bleeding effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Building Environments (AREA)
- Foundations (AREA)
Description
【0001】[0001]
【産業上の利用分野】 本発明は,建築乃至構築物の束
柱を地表上に設置するに用いる束柱受材としての束石を
耐水性合成樹脂で一体成型した樹脂一体成型束石に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a resin-integrated molded stone made of a water-resistant synthetic resin and integrally formed of a stone as a bundle-post receiving material used for installing a bundle of buildings or structures on the ground.
【0002】[0002]
【従来の技術】 床面を支持するように所定間隔点在状
に床面と地表間に介設する各束柱の設置には玉石,コン
クリート製又はコンクリートブロック製の束石を用い,
玉石とするときは該玉石上に束柱下面側を載置するよう
にし,またコンクリート製,コンクリートブロック製と
するときは,一般に鋼製にしてL字状等の受金具を用
い,該受金具をこれらと束柱間に介設固定して束柱を受
止め固定するものとされる。2. Description of the Related Art A bundle of cobblestone, concrete or concrete block is used for setting each of the pillars interposed between the floor and the ground surface at predetermined intervals so as to support the floor.
When a cobblestone is used, the lower surface of the bundled pillar is placed on the cobblestone. When made of concrete or concrete block, an L-shaped metal fitting is generally used, which is made of steel. Are interposed and fixed between these and the bundle post, and the bundle post is received and fixed.
【0003】[0003]
【発明が解決しようとする課題】 しかし束石を玉石と
した場合,束柱は玉石に対して部分的に載置されるのみ
で,固定し得ないから,ズレによる外れを招いたりする
問題点が残り,一方,束石をコンクリート製,コンクリ
ートブロック製とした場合,束柱の載置固定をなし得る
が,コンクリートの現場打設をしたり,少くとも受金具
のこれらに対する煩雑な固定を行う必要を生じて現場作
業が煩雑化するし,更にこれらコンクリートはそれ自体
吸湿性があるので地中水分の吸湿により束柱を高湿環境
に置き易く,束柱の腐食を招いたり,白蟻の生育を助長
したりするという問題点が残る。However, in the case of using a cobblestone as a cobblestone, the bracelet is only partially mounted on the cobblestone and cannot be fixed, so that it is likely to come off due to displacement. On the other hand, if the bundling stone is made of concrete or concrete block, the bundling columns can be placed and fixed. However, concrete can be cast on site and at least complicated fixing of the metal fittings to them can be performed. The necessity complicates on-site work. In addition, since these concretes have hygroscopic properties, they can easily be placed in a highly humid environment due to the absorption of moisture from the ground, causing corrosion of the bundles and the growth of termites. The problem that it promotes or remains.
【0004】 本発明はかかる事情に鑑みてなされたも
ので,その解決課題とする処は,束柱との固定関係を確
保し,簡易に設置し得る一方,束柱を乾燥環境に置いて
その腐食や白蟻の生育を防止し,且つ束柱を安定確実に
支承し得る樹脂一体成型束石を提供するにある。The present invention has been made in view of such circumstances, and a solution to the problem is to secure a fixed relationship with a bundled pillar and to easily install the bundled pillar, while placing the bundled pillar in a dry environment. An object of the present invention is to provide a resin-integrated molded stone that can prevent corrosion and growth of termites and stably and reliably support a pillar.
【0005】[0005]
【課題を解決するための手段】 上記課題に添い本発明
は,耐水性樹脂で一体に射出成型することにより,複数
の部材によることなく単一一体のものとして構成し,厚
肉ロ字状に形成するとともに座屈防止手段を施して幅高
剛体のフレーム状とした剛体基体によって,束柱の垂直
荷重に対する耐荷重性を確保し,剛体基体上に端部開口
にして上向き開口側面コ字状の束柱受座をなす束柱載置
面と束柱側面に対接固定するようにした対向一対の剛性
起立壁を備えるようにして,束柱の固定支持を地表から
離れた乾燥状態下において安定確実に行うようにした共
通の構成を備えるものであり,請求項1は,天基板,底
基板及び対向一対の側基板により厚肉ロ字状に形成する
とともに束柱垂直荷重に対する座屈防止手段を施して幅
高剛体のフレーム状に形成した剛性基体と,該剛性基体
の上面に形成し束柱木口面を載置する束柱載置面と,該
束柱載置面とともに端部開口にして上向き開口側面コ字
状の束柱受座を形成して束柱側面に対接固定する垂直対
向の束柱対接面及び束柱固定金具の位置決め用ガイド孔
を具備して上記剛性基体上面に起立した対向一対の剛性
起立壁とを備えて,耐水性合成樹脂で一体に射出成型し
てなることを特徴とする樹脂一体成型束石に係り,請求
項2は,座屈防止手段の態様を示すものとして,上記座
屈防止手段を,剛性基体の天基板と底基板間を連結する
中央芯部と,該中央芯部を対向一対の側基板に連結する
厚肉連結部とを口字状基板間奥行方向中央に一体に介設
して形成してなることを特徴とする請求項1の樹脂一体
成型束石に係り,請求項3は,更に束柱の乾燥状態をよ
り高度にしてその腐食,白蟻の生育を確実に防止するよ
うに,上記束柱載置面に,外部に連通する通気手段を追
加的に配設してなることを特徴とする請求項1又は2の
樹脂一体成型束石に係り,請求項4は,同じく束柱の乾
燥状態をより高度にしてその腐食,白蟻の生育を確実に
防止するように,上記垂直対向双方又は一方の束柱対接
面に,外部に連通する通気手段を追加的に配設してなる
ことを特徴とする請求項1,2又は3の樹脂一体成型束
石に係り,且つこれらをそれぞれ発明の要旨として上記
課題解決の手段としたものである。Means for Solving the Problems According to the above-mentioned object, the present invention is configured by injection molding integrally with a water-resistant resin to form a single unit without using a plurality of members, and to form a thick rectangular shape. The rigid base body is formed into a frame having a wide width and a rigid body by applying buckling prevention means to secure load resistance against the vertical load of the bundled pillar, and to form an open end at the end of the rigid base body. In the dry state, the fixed support of the bundled column is provided with a pair of rigid upright walls that are opposed to and fixed to the bundled column mounting surface and the side surface of the bundled column. The first aspect of the present invention is to form a thick rectangular shape by a top substrate, a bottom substrate and a pair of opposed side substrates, and to buckle the bundle column against a vertical load. Preventive measures and wide rigid frame shape A rigid base formed on the rigid base; a bundle mounting surface formed on the upper surface of the rigid base for mounting the bundle post; A pair of opposed rigid upright walls, which are provided with a vertically opposed bundle column facing surface for forming a column receiving seat and abuttingly fixed to the side surface of the bundle column, and a guide hole for positioning a bundle column fixing bracket, and standing on the upper surface of the rigid base. The present invention relates to a resin-integrated molded slab which is formed by integral injection molding of a water-resistant synthetic resin. Means are that a central core portion connecting the top substrate and the bottom substrate of the rigid base and a thick connecting portion connecting the central core portion to a pair of opposed side substrates are integrally formed at the center in the depth direction between the bracket-shaped substrates. The resin-integrated molded slab of claim 1, wherein the slab is formed by interposing the slab. In order to prevent the corrosion and termite growth by making the dried state of the slag more advanced, a ventilation means communicating with the outside is additionally provided on the stacking column mounting surface. The fourth aspect of the present invention relates to the resin-integrated molding slab of claim 1 or 2, wherein the vertically opposed two or one of the two spheroids is also made so as to prevent the corrosion and the growth of termites by further improving the dryness of the bundle. 4. The resin-integrated slab of claim 1, 2, or 3, wherein a ventilation means communicating with the outside is additionally provided on the contact surface of the bundle. The gist is to solve the problem.
【0006】[0006]
【実施例】 以下実施例を示す図面に従って本発明を更
に具体的に説明すれば,図1乃至図6においてAは束柱
Bの受材としての樹脂束石であり,該束石Aは,剛性基
体1,束柱載置面11,対向一対の剛性起立壁12を備
えて,耐水性合成樹脂で一体に射出成型したものとして
ある。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in more detail with reference to the drawings showing the embodiments. In FIGS. 1 to 6, A is a resin slab as a receiving material of the stake B, and the slab A is It is provided with a rigid base 1, a bundle column mounting surface 11, and a pair of opposing rigid upright walls 12, and is integrally formed of a water-resistant synthetic resin by injection molding.
【0007】 剛性基体1は,天基板2,底基板3及び
一対対向の側基板4により厚肉口字状に形成するととも
に束柱Bの垂直荷重に対する座屈防止手段5を施して幅
高剛体のフレーム状に形成してあり,束柱載置面11
は,該剛性基体1の上面に形成し,束柱B木口面を載置
するものとしてあり,また対向一対の剛性起立壁12
は,該束柱載置面11とともに端部開口にして上向き開
口側面コ字状の束柱受座10を形成して束柱Bの側面に
対接固定する垂直対向の束柱対接面13及び束柱固定金
臭17の位置決め用ガイド孔15を具備して上記剛性基
体1上面に起立したものとしてある。The rigid base 1 is formed in a thick square shape by the top substrate 2, the bottom substrate 3, and the pair of opposed side substrates 4, and is provided with a buckling prevention means 5 against a vertical load of the bundle column B to provide a wide rigid body. Of the bundle post mounting surface 11
Are formed on the upper surface of the rigid base 1 and are to be placed on the front end of the bundle B.
A vertically opposed bundle column contact surface 13 is formed with an end opening together with the bundle column mounting surface 11 to form an upwardly open side U-shaped bundle column receiving seat 10 to be fixed to the side surface of the bundle column B. And a guide hole 15 for positioning the bundle-fixing gold odor 17, and stands on the upper surface of the rigid base 1.
【0008】 本例にあって束石Aは,塩化ビニール樹
脂,ABS樹脂,ナイロン樹脂等中から選定した,例え
ばポリエチレン70wt%,ポリプロピレン30wt%
の混合樹脂に顔料等を添加し,低発泡射出成型により硬
質にして厚肉のものとしてあり,各部の構成及び座屈防
止手段5と相俟って全体として剛体にして束柱B載置固
定時の耐垂直荷重性を確保するようにし,また上記材料
樹脂とその低発泡の射出成型より非吸湿平滑性としたこ
とによる耐水性を備えたものとしてある。[0008] In this example, the skewer A is selected from vinyl chloride resin, ABS resin, nylon resin, etc., for example, polyethylene 70 wt%, polypropylene 30 wt%.
The resin is mixed with a pigment and the like, and is hardened and thickened by low foam injection molding. Together with the structure of each part and the buckling prevention means 5, it is made rigid as a whole and the bundled column B is mounted and fixed. It is intended to ensure vertical load resistance at the time of use, and to have water resistance due to non-absorbent smoothness made by injection molding of the above-mentioned resin material and its low foaming.
【0009】 本例において座屈防止手段5は,剛性基
体1の天基板2と底基板3間を連結する中央芯部6と,
該中央芯部6を対向一対の側基板4に連結する厚肉連結
部7とを口字状基板間奥行方向中央に一体に介設して形
成したものとしてあり,また束柱載置面11及び垂直対
向双方の束柱対接面13に,それぞれ外部に連通する通
気手段16を配設したものとしてある。In this embodiment, the buckling prevention means 5 includes a central core 6 connecting the top substrate 2 and the bottom substrate 3 of the rigid base 1,
A thick connecting portion 7 for connecting the central core portion 6 to the pair of opposing side substrates 4 is formed integrally with the bracket-shaped substrate at the center in the depth direction. In addition, ventilation means 16 communicating with the outside are provided on both the bundle column contact surfaces 13 both vertically opposed.
【0010】 即ち本例の剛性基体1は,幅及び奥行を
17cm,高さを13cmとし,各基板2乃至4の肉厚
を1.5cmを基準とするように,この種樹脂射出成型
として極厚の厚肉にして幅高の口字状を呈するそれ自体
剛性に寄与する肉厚と形状を有するものとした上,座屈
防止手段5として,この剛性を更に向上して束柱Bの耐
垂直荷重性を確保するように,6cm径の中実円筒形と
して対角線中央位置において天基板2を支承し,天基板
2と底基板3とを連結する中央芯部6を介設し,1.8
cmの同じく極厚の肉厚による厚肉連結部7によって該
中央芯部6と側基板4とを併せて連結するとともに該厚
肉連結部7によって天基板2,底基板3及びこれら対向
一対の側基板4を連結一体化したものとしてあり,上記
中央芯部6と該厚肉連結部7とが共に束柱Bの垂直荷重
を下支えして,荷重を分散することにより,上記座屈防
止手段5をなすものとしてある。That is, the rigid base 1 of this embodiment is formed by resin injection molding of this kind such that the width and depth are 17 cm, the height is 13 cm, and the thickness of each of the substrates 2 to 4 is based on 1.5 cm. It has a thickness and a shape that is thick and thick and has a wide square shape, and has a thickness and shape that contributes to the rigidity itself. In order to ensure the vertical load, the top board 2 is supported at a diagonal center position as a solid cylindrical shape having a diameter of 6 cm, and a center core 6 connecting the top board 2 and the bottom board 3 is provided. 8
The center connecting portion 6 and the side substrate 4 are also connected together by a thick connecting portion 7 having the same extremely thick wall thickness of 2 cm. The side substrate 4 is connected and integrated, and the central core 6 and the thick connecting portion 7 both support the vertical load of the bundled column B and disperse the load. 5 is made.
【0011】 厚肉連結部7を連結する側基板4は,上
記1.5cmの肉厚をその内側において奥行中央方向に
漸増し厚肉連結部7との連結部位においては2cmとす
るように漸次厚肉化してあり,該側基板4の強度を更に
向上したものとしてある。The side substrate 4 for connecting the thick connecting portion 7 gradually increases the thickness of the above 1.5 cm toward the center in the depth on the inside thereof, and gradually increases to 2 cm at the connecting portion with the thick connecting portion 7. The thickness is increased, and the strength of the side substrate 4 is further improved.
【0012】 このとき本例の剛性基体1は,束柱設置
後の位置ズレ等位置関係の偏位を防止する態様として用
い得るように,捨てコンクリート又は盛土に対する抜止
め手段8を備えたものとしてあり,該抜止め手段8は,
本例において,剛性基体1を口字状とすることにより開
口し,捨てコンクリート20又は盛土を受け入れること
になる底基板,即ち埋込み状とする底基板3によるもの
とし,本例において更に二次的に,一対対向の側基板4
の端部にして上記開口側に設けた同じく埋込み状とする
凹陥部9によるものとしてある。At this time, the rigid base 1 of the present embodiment is provided with a retaining means 8 for discarded concrete or embankment so that the rigid base 1 can be used as a mode for preventing positional deviation such as positional deviation after installation of the bundled pillar. Yes, the retaining means 8
In the present example, the rigid base 1 is opened by making it into a square shape, and the bottom substrate 3 which is open and receives the discarded concrete 20 or the embankment, that is, the embedded bottom substrate 3 is used. The pair of side substrates 4
At the end of the opening 9, which is provided on the opening side and has the same recessed shape.
【0013】 このように構成した剛性基体1に一体と
される束柱載置面11は,その天基板2上面の中央部を
そのまま用いた,束柱B木口面の面積相応部分としてあ
り,例えば9cm角にして,該木口面に相応した水平の
ものとしてある。The bundle mounting surface 11 integrated with the rigid base body 1 configured as described above is a portion corresponding to the area of the cut end surface of the bundle B using the central portion of the upper surface of the top substrate 2 as it is. It is 9 cm square, and it is horizontal so as to correspond to the tip surface.
【0014】 またこの束柱載置面11に設けた上記通
気手段16は,本例において天基板2上面に刻設した対
向一対の側基板4に平行にして天基板2の端部間に亘っ
て一連のそれぞれ3mmの幅と深さの多数細溝による通
気溝としてある。In addition, the ventilation means 16 provided on the bundle mounting surface 11 extends between the ends of the top substrate 2 in parallel with a pair of opposed side substrates 4 cut on the top surface of the top substrate 2 in this embodiment. A series of vent grooves formed by a large number of narrow grooves each having a width and a depth of 3 mm.
【0015】 一方,剛性基体1に起立した対向一対の
剛性起立壁12は,束柱Bの木口一端の長さ,例えば9
cmの内法寸法を有するように対向して起立するものと
してあり,例えば1cmの同じく極厚の厚肉にして幅1
1cm,高さ7cmの矩形板状のものとするとともに両
端部外側に2cm幅にして下方に末広がり状中実の補強
部14を備えて,天基板2上に射出成型により一体に成
型したものとしてある。この剛性起立壁12は上記束柱
載置面11の対向する端縁を画するようにして,該束柱
載置面11との間に湾曲したり,傾斜したり,膨出した
りすることなく,精度良く直角出しをして起立してあ
り,このようにすることにより束柱載置面11ととも
に,本例において端部開口にして上向き開口側面コ字状
とし,束柱Bを受入れ,木口面を束柱載置面11に載置
し,2側面下方を束柱対接面13に対接する上記コ字状
の受入れ載置部とした束柱受座10を形成するものとし
てある。On the other hand, a pair of opposing rigid upright walls 12 standing upright on the rigid base 1 have a length of one end of the wooden end of the bundle B, for example, 9
cm, having an inner dimension of 1 cm, for example, having the same extra-thick thickness of 1 cm and a width of 1 cm.
It is a rectangular plate having a height of 1 cm and a height of 7 cm, and is provided with a solid reinforcing portion 14 having a width of 2 cm on both ends outside and diverging downward, and integrally molded on the top substrate 2 by injection molding. is there. The rigid upright wall 12 defines opposite edges of the bundle-post placement surface 11, and does not bend, tilt, or bulge with the bundle-post placement surface 11. In this example, the bundle pillar mounting surface 11 and the bundle pillar mounting surface 11 are formed so as to have an open end at the end and have a U-shape facing upward, and the bundle pillar B is received. The surface is placed on the bundle-post placement surface 11, and the bundle-post receiving seat 10 is formed as the U-shaped receiving placement portion in which two lower sides are in contact with the bundle-column contact surface 13.
【0016】 またこれら剛性起立壁12の束柱固定金
具17の位置決め用ガイド孔15は,該剛性起立壁12
に対する釘,スクリュー釘等束柱固定金具17による固
定位置を示し,剛性起立壁12に対する位置決めを行う
とともに本例において束柱固定金具17による固定に際
して剛性起立壁12の穴開けに伴うクラックの発生を完
全に防止するように該剛性起立壁12を肉厚方向に貫通
する貫通釘孔としてあり,また束柱Bの固定の確実化の
ために該ガイド孔15は,各剛性起立壁12に所定間隔
4ケ所透設したものとしてある。The positioning guide holes 15 of the bundle fixing fixtures 17 of the rigid standing wall 12 are provided with the rigid standing walls 12.
This shows the fixing position of the nails, screw nails, etc. by the bundled column fixing bracket 17, and positions the rigid standing wall 12. The rigid upright wall 12 is formed as a penetrating nail hole which penetrates the rigid upright wall 12 in the thickness direction so as to completely prevent the rigid upright wall 12. It is assumed that four places have been installed.
【0017】 更に一対対向の剛性起立壁12の通気手
段は,本例において束柱載置面11におけると同様に3
mmの幅と深さにしてそれぞれ剛性起立壁12の端部間
に亘る各一連多数の細溝による通気溝としてある。Further, the ventilation means of the pair of opposed rigid standing walls 12 is provided in the same manner as in the bundle-post placement surface 11 in this embodiment.
The width and the depth of each of the rigid upright walls 12 are set as a ventilation groove formed by a series of many narrow grooves each having a width and a depth of mm.
【0018】 以上の如くに一体に射出成型した樹脂束
石Aは,底基板3の平坦にして方形の下面を地表接地面
として,該束石Aの地表をなすように凹陥状に敷設した
割栗石20上に水平となるように載置した後,捨てコン
クリート21又は盛土により上記抜止め手段8による抜
止めを行うように高さ方向部分的に埋込み状に設置し
て,該束石Aに対して束柱Bを垂直に設置し,その垂直
荷重を支承するものとしてある。The resin slab stone A integrally injection-molded as described above is laid in a concave shape so as to form the ground surface of the slab stone A, with the bottom surface of the bottom substrate 3 being flat and the square lower surface as the ground contact surface. After being placed horizontally on the rock stone 20, it is placed in a partially buried state in the height direction so that the retaining means 8 can be used to prevent the removal by the waste concrete 21 or embankment. On the other hand, the bundle column B is installed vertically to support the vertical load.
【0019】 束柱Bの設置は,剛性起立壁12間に位
置し,その木口面が束柱載置面11に載置し,その対向
する側面下方に束柱対接面13を対接するように,上記
束柱受座10に対して挿入するようにして,束石Aの定
位置に安定保持した上,釘,スクリュー釘等の束柱固定
金具17を各釘孔としたガイド孔15を介して束柱Bに
打込んで束柱Bの固定を行うものとしてある。The bundle pillar B is installed between the rigid upright walls 12 such that the opening of the bundle pillar is placed on the bundle pillar mounting surface 11, and the bundle pillar contact surface 13 is contacted below the opposite side surface. Then, the guide hole 15 is inserted into the bracelet receiving seat 10 to stably hold the bracelet A at a fixed position, and a guide hole 15 having a bracelet fixing bracket 17 such as a nail or a screw nail is formed in each nail hole. The bundle B is driven into the bundle B to fix the bundle B.
【0020】 これによって束柱Bは,安定且つ確実に
束石Aに支承されることになり,また束石Aは耐水性合
成樹脂であるので,地表と束柱Bとを離隔するとともに
地中の水分が束柱Bに至るのを遮断する一方,束柱載置
面11の通気手段16が雨水等の排水と束柱Bに対する
通気乾燥を,剛性起立壁12における束柱対接面13の
通気手段16が束柱Bに対する通気乾燥を行って,束柱
Bを常時乾燥状態として,その腐食や白蟻の生育を防止
する。[0020] Thus, the pillar B is stably and reliably supported by the stone A. Since the stone A is a water-resistant synthetic resin, the pillar B is separated from the surface of the ground and the ground B is separated. Of the bundle B, while the ventilation means 16 of the bundle placement surface 11 performs drainage of rainwater or the like and ventilation and drying of the bundle B, while the ventilation means 16 of the rigid upright wall 12 The ventilation means 16 air-drys the bundle B to keep the bundle B dry at all times, thereby preventing corrosion and growth of termites.
【0021】 また上記通気手段16は束柱B設置時の
エア抜きとして機能するので,上記束柱受座10に対す
る束柱Bの挿入設置に際してその作業をより簡易化す
る。Further, since the ventilation means 16 functions as air bleeding at the time of installing the bundled pillar B, the operation of inserting and installing the bundled pillar B into the bundled pillar receiving seat 10 is further simplified.
【0022】 図7乃至図11は,それぞれ他の例を示
したもので,図7は上記通気手段16を束柱載置面11
のみに設けた例,図8は同じく通気手段16を垂直対向
双方の束柱対接面13のみに設けた例,図9及び図10
は束柱載置面11の通気手段16を,天基板2,中央芯
部6及び底基板3を上下に貫通し,水抜きを兼ねる,例
えば2cm径の径大貫通孔とした例,図11は同じく束
柱載置面11の通気手段16を,天基板2を上下に貫通
し,座屈防止手段5を外す位置の口字状基板内に至る,
同様に水抜きを兼ねる,例えば5mm径の小径等間隔多
数の径小貫通孔とした例である。FIGS. 7 to 11 show other examples, respectively. FIG. 7 shows that the ventilation means 16 is connected to the bundle mounting surface 11.
FIG. 8 shows an example in which the ventilation means 16 is provided only on both vertically opposed bundle column contact surfaces 13, FIGS. 9 and 10.
FIG. 11 shows an example in which the ventilation means 16 of the bundle-post placement surface 11 is a large through hole having a diameter of, for example, 2 cm, which penetrates vertically through the top substrate 2, the central core 6 and the bottom substrate 3 and also serves as a drain. Similarly, the ventilation means 16 of the bundle-post placement surface 11 penetrates the top substrate 2 up and down and reaches the inside of the square-shaped substrate at the position where the buckling prevention means 5 is removed.
Similarly, this is an example in which a large number of small-diameter, small-diameter through holes having a small diameter of, for example, 5 mm also serve as drainage.
【0023】 これら図7乃至図11のその余は前記例
と変らないので,同一符号を付してその説明を省略し,
またそれぞれ重複し又は以上を除いて同一となる図面を
省略する。Since the remainder of FIGS. 7 to 11 is the same as the above example, the same reference numerals are given and the description thereof will be omitted.
In addition, drawings which are the same or are the same except for the above are omitted.
【0024】 図示した例は以上のとおりとしたが,ガ
イド孔を束柱固定金具による束柱固定時に貫通するよう
に奥行方向部分的に閉塞したものとすること,束柱載置
面及び垂直対向双方又は一方の束柱対接面の通気手段
を,これらを上面側を平坦面とする多数の隆起小突起に
よるものとして,隆起小突起間の外部に連通する屈折乃
至屈曲状の溝によるものとし,また外部に連通する渦巻
き溝によるものとすること,剛性基体を,例えば台形状
側面を呈するフレーム状とし或いは裁頭円錐形を呈する
フレーム状とすること等も可能であり,これらを含めて
本発明の実施に当って,剛性基体,座屈防止手段,束柱
受座,剛性起立壁,必要において用いる通気手段等の各
具体的形状,材質,構造,寸法,数,これらの関係,こ
れらに対する付加等は,上記各発明の要旨に反しない限
り様々に変更でき,本発明の実施態様を以上のものに殊
更限定するには及ばない。Although the illustrated example is as described above, the guide hole is partially closed in the depth direction so as to penetrate when the bundle is fixed by the bundle fixing fitting, and the bundle mounting surface and the vertically opposed surface The ventilation means on both or one of the bundle column contact surfaces shall be formed by a number of raised small projections having a flat upper surface, and bendable or bent grooves communicating with the outside between the raised small projections. It is also possible to use a spiral groove communicating with the outside, and to make the rigid base body a frame shape having a trapezoidal side surface or a frame shape having a frusto-conical shape. In practicing the present invention, specific shapes, materials, structures, dimensions, numbers, relations among these, such as a rigid base, buckling prevention means, bundle column seats, rigid standing walls, and ventilation means used when necessary, Addition Various changes can be made without departing from the gist of each of the above-mentioned inventions, and the embodiment of the present invention is not particularly limited to the above.
【0025】[0025]
【発明の効果】 以上のとおり本発明請求項1は,天基
板,底基板及び対向一対の側基板により厚肉ロ字状に形
成するとともに,束柱垂直荷重に対する座屈防止手段を
施して幅高剛体のフレーム状に形成した剛性基体と.該
剛性基体の上面に形成し束柱木口面を載置する束柱載置
面と,該束柱載置面とともに端部開口にして上向き開口
側面コ字状の束柱受座を形成して束柱側面に対接固定す
る垂直対向の束柱対接面及び束柱固定金具の位置決め用
ガイド孔を具備して上記剛性基体上面に起立した対向一
対の剛性起立壁とを備えて,耐水性合成樹脂で一体に射
出成型してなることを特徴とするから,強度と耐垂直荷
重性を有し,可及的に樹脂原料の使用を抑制するととも
に,束柱との固定関係を確保し,簡易に設置し得る一
方,束柱を乾燥環境に置いてその腐食や白蟻の生育を防
止し且つ束柱を安定確実に支承し得る樹脂一体成型束石
を提供することができる。As described above, according to the first aspect of the present invention, the top substrate, the bottom substrate, and the pair of opposing side substrates are formed in a thick rectangular shape, and are provided with buckling prevention means against the vertical load of the bundle column to achieve a width. A rigid base formed in a highly rigid frame shape. Forming a bundle post mounting surface formed on the upper surface of the rigid base and mounting a bundle post opening face, and forming an end opening together with the bundle post mounting surface to form an upwardly opening side U-shaped bundle post seat; A pair of opposing rigid upright walls, which are provided on the rigid base and have a vertically opposed pair of confronting surfaces for confronting and fixing the side surfaces of the bundle and guide holes for positioning the bundle fixing fixture; It is characterized by being integrally molded by injection molding with synthetic resin, so it has strength and vertical load resistance, suppresses the use of resin raw materials as much as possible, and secures the fixed relationship with the bundle post. It is possible to provide a resin-integrated molded stone that can be easily installed, can prevent corrosion and growth of termites by placing the bundle in a dry environment, and can stably and reliably support the bundle.
【0026】 請求項2は,上記座屈防止手段を,剛性
基体の天基板と底基板間を連結する中央芯部と,該中央
芯部を対向一対の側基板に連結する厚肉連結部とを口字
状基板間奥行方向中央に一体に介設して形成してなるこ
とを特徴とするから,上記に加えて,充分な強度と耐垂
直荷重性を有して,好適な束石とすることができる。According to a second aspect of the present invention, the buckling prevention means includes a central core portion connecting the top substrate and the bottom substrate of the rigid base, and a thick connecting portion connecting the central core portion to a pair of opposed side substrates. Is formed integrally at the center in the depth direction between the bracket-shaped substrates. In addition to the above, it has sufficient strength and vertical load resistance, can do.
【0027】 請求項3は,上記束柱載置面に,外部に
連通する通気手段を追加的に配設してなることを特徴と
するから,同じく上記に加えて,雨水等の排水を促進し
得るに止まらず,通気を促進して束柱の乾燥環境を好適
且つ充分に確保し,束柱の腐食や白蟻の生育を高度に防
止する束石とすることができる。[0027] According to a third aspect of the present invention, a ventilation means communicating with the outside is additionally provided on the bundle-post-mounting surface. In addition to this, it is possible to obtain a skelet that promotes ventilation and ensures a suitable and sufficient drying environment for the stilt, and highly prevents corrosion of the stilt and growth of termites.
【0028】 請求項4は,上記垂直対向双方又は一方
の束柱対接面に,外部に連通する通気手段を追加的に配
設してなることを特徴とするから,同じく上記に加え
て,同様に通気を促進して束柱の腐食や白蟻の生育を高
度に防止する束石とすることができる。According to a fourth aspect of the present invention, a ventilation means communicating to the outside is additionally provided on both or one of the vertically opposed bundle column confronting surfaces. Similarly, it is possible to obtain a boulder that promotes ventilation and highly prevents corrosion of the pillars and growth of termites.
【図1】 束石の使用状態を示す分解斜視図FIG. 1 is an exploded perspective view showing a use state of a shackle stone.
【図2】 束石の使用状態を示す縦断面図FIG. 2 is a longitudinal sectional view showing a use state of a shackle stone.
【図3】 束石の側面図[Fig. 3] Side view of shackles
【図4】 束石の正面図FIG. 4 is a front view of a shackle stone.
【図5】 束石の平面図FIG. 5 is a plan view of a shackle stone.
【図6】 束石の底面図FIG. 6: Bottom view of shackles
【図7】 他の例の束石の側面図FIG. 7 is a side view of another example of a shackle stone.
【図8】 他の例の束石の側面図FIG. 8 is a side view of another example of a shackle stone.
【図9】 他の例の束石の平面図FIG. 9 is a plan view of another example of a shackle stone.
【図10】 図9の束石の底面図FIG. 10 is a bottom view of the slab of FIG. 9;
【図11】 他の例の束石の平面図FIG. 11 is a plan view of another example of a shackle stone.
A 束石 1 剛性基体 2 天基板 3 底基板 4 側基板 5 座屈防止手段 6 中央芯部 7 厚肉連結部 8 抜止め手段 11 束柱載置面 12 剛性起立壁 13 束柱対接面 15 ガイド孔 16 通気手段 17 束柱固定金具 A Bracelet 1 Rigid base 2 Top board 3 Bottom board 4 Side board 5 Buckling prevention means 6 Central core 7 Thick connecting part 8 Detachment prevention means 11 Bundle-post placement surface 12 Rigid standing wall 13 Bundle-column contact surface 15 Guide hole 16 Ventilation means 17 Bundle fixing bracket
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 実開 昭51−20303(JP,U) 実開 昭60−4630(JP,U) 実開 平4−37636(JP,U) 実開 平2−89107(JP,U) ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A 51-20303 (JP, U) JP-A 60-4630 (JP, U) JP-A 4-37636 (JP, U) JP-A 2- 89107 (JP, U)
Claims (4)
より厚肉ロ字状に形成するとともに束柱垂直荷重に対す
る座屈防止手段を施して幅高剛体のフレーム状に形成し
た剛性基体と,該剛性基体の上面に形成し束柱木口面を
載置する束柱載置面と,該束柱載置面とともに端部開口
にして上向き開口側面コ字状の束柱受座を形成して束柱
側面に対接固定する垂直対向の束柱対接面及び束柱固定
金具の位置決め用ガイド孔を具備して上記剛性基体上面
に起立した対向一対の剛性起立壁とを備えて,耐水性合
成樹脂で一体に射出成型してなることを特徴とする樹脂
一体成型束石。A rigid substrate formed into a thick rectangular shape by a top substrate, a bottom substrate, and a pair of opposed side substrates, and a buckling prevention means against a vertical load of a bundle column, formed into a wide rigid frame. A stacking post mounting surface formed on the upper surface of the rigid base for mounting the end of the stacking post, and a U-shaped stacking post receiving opening having an upward opening side surface formed with the stacking post mounting surface as an end opening. A pair of opposing rigid upright walls which are provided on the rigid base and have a vertically opposed pair of confronting surfaces for contacting and fixing the side surfaces of the bundle and a guide hole for positioning the bundle fixing fixture; A resin-integrated molded stone, which is integrally molded by injection molding with a synthetic resin.
と底基板間を連結する中央芯部と,該中央芯部を対向一
対の側基板に連結する厚肉連結部とを口字状基板間奥行
方向中央に一体に介設して形成してなることを特徴とす
る請求項1の樹脂一体成型束石。2. The buckling preventing means includes a central core portion connecting the top substrate and the bottom substrate of the rigid base, and a thick connecting portion connecting the central core portion to a pair of opposed side substrates. The resin-integrated molded shard according to claim 1, wherein the slab is integrally formed at the center in the depth direction between the substrates.
手段を追加的に配設してなることを特徴とする請求項1
又は2の樹脂一体成型束石。3. The device according to claim 1, wherein a ventilation means communicating with the outside is additionally provided on the stacking column mounting surface.
Or 2 resin-integrated molded shard.
に,外部に連通する通気手段を追加的に配設してなるこ
とを特徴とする請求項1,2又は3の樹脂一体成型束
石。4. An integrated resin molding as claimed in claim 1, wherein a ventilation means communicating with the outside is additionally provided on both or one of the vertically opposed bundle column contact surfaces. Shackles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6125760A JP2602478B2 (en) | 1994-05-16 | 1994-05-16 | Resin integral molding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6125760A JP2602478B2 (en) | 1994-05-16 | 1994-05-16 | Resin integral molding |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07305357A JPH07305357A (en) | 1995-11-21 |
| JP2602478B2 true JP2602478B2 (en) | 1997-04-23 |
Family
ID=14918147
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6125760A Expired - Lifetime JP2602478B2 (en) | 1994-05-16 | 1994-05-16 | Resin integral molding |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2602478B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4555424B2 (en) * | 2000-02-09 | 2010-09-29 | 南部化成株式会社 | Support blocks for storerooms and temporary houses |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5211363Y2 (en) * | 1974-08-01 | 1977-03-12 | ||
| JPS604630U (en) * | 1983-06-20 | 1985-01-14 | 平内 照二 | A stone with a joining fitting to join the footrest |
| JPS61130650U (en) * | 1985-02-04 | 1986-08-15 | ||
| JPH0648007Y2 (en) * | 1988-12-27 | 1994-12-07 | 哲 柴田 | Bundle stone for construction |
| JPH0437636U (en) * | 1990-07-20 | 1992-03-30 |
-
1994
- 1994-05-16 JP JP6125760A patent/JP2602478B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07305357A (en) | 1995-11-21 |
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