JPH057494B2 - - Google Patents
Info
- Publication number
- JPH057494B2 JPH057494B2 JP59200729A JP20072984A JPH057494B2 JP H057494 B2 JPH057494 B2 JP H057494B2 JP 59200729 A JP59200729 A JP 59200729A JP 20072984 A JP20072984 A JP 20072984A JP H057494 B2 JPH057494 B2 JP H057494B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- depth
- frame material
- frame member
- depth frame
- 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
- 239000000463 material Substances 0.000 claims description 86
- 239000002023 wood Substances 0.000 claims description 5
- 239000000945 filler Substances 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 239000004575 stone Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 238000009432 framing Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 235000005205 Pinus Nutrition 0.000 description 1
- 241000218602 Pinus <genus> Species 0.000 description 1
- 201000001883 cholelithiasis Diseases 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0216—Cribbing walls
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Retaining Walls (AREA)
- Toys (AREA)
Description
(産業上のの利用分野)
本発明は枠組材およびこの枠組材を含む枠組壁
に関する。本発明は、例えば、より高くすること
ができる枠組壁と、それを構成するための枠組材
とに係る。
(従来の技術)
比較的に安く製作できて、しかもより高く建て
ることができる枠組壁として、ニユージーランド
特許出願第195408号(オーストラリア特許出願第
76710/81に対応する)の明細書に開示されてい
るものが存在する。ここには、枠組壁をより高く
建てられるようにした支持材を含む枠組材を有す
る種々の枠組壁が開示されている。この支持材は
一対の対向する切欠きを有し、この切欠きは2つ
の垂直に隣接する奥行枠材の1つにその長さに沿
つた任意の位置で、一部またがつて、この支持材
を2つの垂直に隣接する奥行枠材の間に位置づけ
ている。この支持材はほぼ矩形の木造ブロツクで
成る。
(発明が解決しようとする課題)
従来技術における前述した一対の対向する切欠
きを有する支持材は、前記ニユージーランド特許
出願の明細書に記載されているように製作が困難
である。この支持材は垂直に隣接する奥行枠材の
間である程度の支持をしているが、支持材が奥行
枠材と交叉して配置されているので、支持材の厚
さに相当する長さで奥行枠材どうしが相互に支持
されているだけであるから、この支持は決して十
分なものでも確実なものでもない。更に、従来技
術におけるこの支持材は、少なくとも部分的に組
み立てられた枠組壁に裏込め充填材料を充填する
際に、ずれてしまう惧れがある。
(課題を解決するための手段)
本願第1番目の発明によれば、奥行枠材と、正
面枠材及び裏面枠材とを含み、該奥行枠材、該正
面枠材、及び該裏面枠材はほぼぼ矩形断面に形成
され且つ前記奥行枠材が前記正面枠材及び前記裏
面枠材と交叉するようにして交互に積み重ねられ
て複数の層をなしている枠組壁のための枠組材に
おいて、前記奥行枠材は各々上面及び下面を有す
るとともに、該奥行枠材の両端部における前記上
面及び前記下面には切欠部が形成されていて、前
記上面の切欠部は上方から、前記下面の切欠部は
下方から、前記正面枠材及び前記裏面枠材を受け
入れるようになつており、垂直方向に置かれた隣
接する前記奥行枠材の間には支持材が配置されて
おり、前記奥行枠材及び前記支持材の一方及び他
方にはそれらの上面及び下面に、長手方向の突起
及びこの突起に嵌合する溝がそれぞれ形成されて
いて前記奥行枠材と前記支持材との間の位置関係
を固定するようになつていることを特徴とする枠
組材が提供される。
本願第2番目の発明によれば、奥行枠材と、正
面枠材及び裏面枠材とを含む枠組材を有し、該奥
行枠材、該正面枠材及び該裏面枠材はほぼ矩形断
面に形成され且つ前記奥行枠材が前記正面枠材及
び前記裏面枠材と交叉するようにして交互に積み
重ねられている枠組壁において、前記奥行枠材は
各々上面および下面を有するとともに、該奥行枠
材の両端部における前記上面及び下面には切欠部
が形成されていて、前記上面の切欠部は上方か
ら、前記下面の切欠部は下方から、前記正面枠材
及び前記裏面枠材を受け入れるようになつてお
り、垂直方向に置かれた隣接する前記奥行枠材の
間には支持材が配置されており、前記奥行枠材及
び前記支持材の一方及び他方にはそれら上面及び
下面に、長手方向の突起及びこの突起に嵌合する
溝がそれぞれ形成されていて前記奥行枠材と前記
支持材との間の位置関係を固定するようになつて
おり、更に、前記枠組材には充填材が充填されて
いることを特徴とする枠組壁が提供される。
(発明の作用及び効果)
本発明において支持材には上面及び下面に長手
方向の突起又は溝が形成されており、一方、奥行
枠材には上面及び下面に長手方向の溝又は突起が
形成されていて、これらの突起と溝は互いに嵌合
するようになつているから、支持材はその長手方
向長さにわたつて奥行枠材どうしを支持すること
ができ、十分で確実な支持を行なうことができ
る。
また、奥行枠材と支持材とは交叉して延びてお
らず、両者は平行に延びているから、枠組壁に充
填材、すなわち裏込め充填材料を充填する際に支
持材がずれてしまう惧れは少ない。支持材が奥行
枠材を横切つてその両端が奥行枠材から突出して
いないからである。
更に、奥行枠材の両端部には切欠部が備えら
れ、この切欠部に正面枠材及び裏面枠材が受け入
れられて、積み重ねられるから、奥行枠材と、正
面枠材及び裏面枠材とが堅固に積み重ねられる。
加えて、上述した如き支持材は製作にあたつて
格別困難なところはなく、安価に作ることができ
る。
支持材は荷重を受けた場合には、スペーサとし
ての役目をも果たすが、支持材の本来の役目は、
隣接する奥行枠材どうしをしつかりと組み付け固
定することである。
本発明によれば、前記ニユージーランド特許出
願の明細書に開示されている枠組壁よりも高い枠
組壁を作ることができるのであつて、それは前述
した構成により各材の組も立てが堅固に且つ確実
になされるからである。
(実施例)
第1図及び第3図を参照すると、本発明の一実
施例の枠組壁を組み立てるために、本発明の一実
施例である枠組材を組み付けている途中の状態が
示されており、第2図を参照すると、第1図に示
す方法によつて組み立てられた枠組壁の端面図が
示されている。
枠組材は、奥行枠材3と、正面枠材7と、裏面
枠材6と、支持材1とを含む。これら枠材は木材
で作られており、ほぼ矩形断面に形成されてい
る。
奥行枠材3は各々上面と下面とを有しており、
その両端部における上面と下面には切欠部5,4
が形成されている。切欠部5には正面枠材7が受
け入れられ、切欠部4には裏面枠材6が受け入れ
られて、これらが交叉するようにして交互に積み
重ねられて複数の層を形成する。垂直方向に置か
れた隣接する奥行枠材3,3の間には支持材1が
配置されている。奥行枠材3の上面及び下面には
長手方向に溝8,8が形成されている。一方、支
持材1の上面及び下面には長手方向に突起2,2
が形成されている。この溝8と突起2とは嵌合し
て、奥行枠材3と支持材1との間の位置関係を固
定するようになつている。支持材1に備えられる
かような突起2,2は機械加工が容易なものであ
る。
もつとも、支持材1の方に溝が形成し、奥行枠
材3の方に突起を形成しても良い。
支持材1及び奥行枠材3は木目に沿つて縦方向
に延びており、また突起2及び溝8が木目に沿つ
て縦方向に延びるように形成すると、製作が一層
容易となる。
図示された正面枠材7及び裏面枠材6は上面及
び下面に溝を有しているが、これは大量生産が容
易であるように、枠材にすべて同じ形削機械で溝
8を形成してしまつて、それから奥行枠材3、正
面枠材7及び裏面枠材6を製作したからである。
支持材1だけは別の機械で製作する必要がある。
擁壁として作用すべきか、化粧壁として作用す
べきかに関係なく、本発明による枠組壁のために
適切な基礎を備えることが必要である。化粧壁
は、保持すべき堤が本質的に安定しているところ
に備えられるのに適している。そのような化粧壁
は、水流や風化に対しての保護を行なう。なお、
本発明の枠組材には充填材、すなわち裏込め充填
材料が充填されている。
本発明の好適な実施例によれば、奥行枠材3の
長さは550mm、733mm、825mm、1100mm、1375mmの
うちから選ばれるのが好ましい。これらの奥行枠
材3の断面は92mm×46mmの矩形断面で、奥行枠材
3は化学的に処理されたPinus Radiateで作られ
るのが好ましい。
第4図に端面図で示した枠組壁は、奥行枠材を
長さ1375mm、中心間で550mm離して組み立てて地
上6.1276mの高さに建設したものである。第4図
においては、奥行枠材当りの支持材の数
(HSB/H)が全体の枠組壁の高さによつて、ゼ
ロ(0 HSB/H)、1つ(1 HSB/H)、2
つ(2 HSB/H)と変わつている実施例が示
されている。この枠組壁の勾配は4/1である。
第4図はまた、過載角β(0゜、10゜、20゜、又は
38゜)をも示している。擁壁は裏込め充填材料の
負荷により過載されるものと考えられている。ま
た、擁壁の高さに等しい距離だけ擁壁の頂部と同
一レベルで後方に延びている1つの水平面の上方
の土を保持するべきものと考えられている。内部
摩擦角(0゜、25゜、30゜、35゜、40)は土粒子間にお
けるせん断に対する摩擦抵抗の尺度であり、土の
密度及び粒子の形状によつて決まる。粒子の大き
さが細かければ細かいほど摩擦角は小さくなる。
粘土及びシルト質土の摩擦角は砂利の摩擦角より
は小さい。
過載角β及びこのように定義された摩擦角に対
して奥行枠材当りの支持材の望ましい位置決めと
数とは第1表に示されている。
(Industrial Field of Application) The present invention relates to a frame material and a frame wall including this frame material. The invention relates, for example, to a framed wall that can be made higher, and to a framing material for constructing it. (Prior art) New Zealand Patent Application No. 195408 (Australian Patent Application No.
76710/81) is disclosed in the specification. Various framed walls are disclosed herein having framing members that include supports that allow the framed wall to be built higher. The support has a pair of opposed notches that extend into one of the two vertically adjacent depth frames at any location along its length and across a portion of the support. The material is positioned between two vertically adjacent depth frame members. This support consists of approximately rectangular wooden blocks. SUMMARY OF THE INVENTION The prior art supports having a pair of opposing notches described above are difficult to manufacture as described in the specification of the New Zealand patent application. This support provides some support between the vertically adjacent depth frame members, but since the support members are arranged to intersect with the depth frame members, the length corresponding to the thickness of the support members is This support is by no means sufficient or reliable, since the depth frame members are only mutually supported. Furthermore, this support in the prior art is subject to displacement during filling of the at least partially erected framed wall with backfill fill material. (Means for Solving the Problem) According to the first invention of the present application, the depth frame material, the front frame material, and the back frame material are included, and the depth frame material, the front frame material, and the back surface frame material are included. is formed into a substantially rectangular cross section, and the depth frame material is alternately stacked so as to intersect with the front frame material and the back surface frame material to form a plurality of layers, Each of the depth frame members has an upper surface and a lower surface, and a notch is formed in the upper surface and the lower surface at both ends of the depth frame material, and the notch in the upper surface is connected to the notch in the lower surface from above. is adapted to receive the front frame material and the back frame material from below, and a support member is disposed between the adjacent depth frame materials placed in the vertical direction, and the support material is arranged between the depth frame materials and Longitudinal protrusions and grooves that fit into the protrusions are formed on the upper and lower surfaces of one and the other of the support members, respectively, to fix the positional relationship between the depth frame member and the support member. A framework member is provided that is adapted to. According to the second invention of the present application, the frame member includes a depth frame member, a front frame member, and a back frame member, and the depth frame member, the front frame member, and the back frame member have a substantially rectangular cross section. In a framed wall in which the depth frame members are alternately stacked so as to intersect with the front frame member and the back frame member, each of the depth frame members has an upper surface and a lower surface, and the depth frame members Cutouts are formed in the upper and lower surfaces at both ends of the frame, and the cutout on the upper surface receives the front frame material and the back frame material from above, and the cutout on the lower surface receives the front frame material from below. A support member is arranged between the adjacent depth frame members placed in the vertical direction, and one and the other of the depth frame member and the support member have a longitudinal direction on their upper and lower surfaces. A protrusion and a groove that fits into the protrusion are respectively formed to fix the positional relationship between the depth frame member and the supporting member, and the frame member is further filled with a filler material. A framed wall is provided which is characterized by: (Operations and Effects of the Invention) In the present invention, longitudinal projections or grooves are formed on the upper and lower surfaces of the support material, while longitudinal grooves or projections are formed on the upper and lower surfaces of the depth frame material. These protrusions and grooves are adapted to fit into each other, so that the support member can support the depth frame members over their longitudinal length, providing sufficient and reliable support. I can do it. In addition, since the depth frame material and the support material do not extend to cross each other, but extend parallel to each other, there is a risk that the support material may shift when filling the frame wall with filler material, that is, backfill material. There are few. This is because the support material crosses the depth frame material and both ends thereof do not protrude from the depth frame material. Further, both ends of the depth frame material are provided with notches, and the front frame material and the back frame material are received in these notches and stacked, so that the depth frame material, the front frame material, and the back frame material are stacked. Stacks tightly. In addition, the support material as described above is not particularly difficult to manufacture and can be manufactured at low cost. The support material also serves as a spacer when subjected to a load, but the original role of the support material is
This involves firmly assembling and fixing adjacent depth frame members together. According to the present invention, it is possible to make a frame wall higher than the frame wall disclosed in the specification of the New Zealand patent application, and it is possible to make a frame wall that is higher than the frame wall disclosed in the specification of the New Zealand patent application, and it is possible to make a frame wall that is higher than the frame wall disclosed in the specification of the above-mentioned New Zealand patent application. Because it will definitely be done. (Example) Referring to FIGS. 1 and 3, a state in which a frame material according to an embodiment of the present invention is being assembled is shown in order to assemble a frame wall according to an embodiment of the present invention. Referring now to FIG. 2, there is shown an end view of a framed wall constructed by the method shown in FIG. The frame members include a depth frame member 3, a front frame member 7, a back frame member 6, and a support member 1. These frame members are made of wood and have a substantially rectangular cross section. Each of the depth frame members 3 has an upper surface and a lower surface,
Notches 5 and 4 are provided on the upper and lower surfaces at both ends.
is formed. A front frame member 7 is received in the cutout portion 5, and a back frame member 6 is received in the cutout portion 4, and these are stacked alternately so as to intersect to form a plurality of layers. A support member 1 is arranged between adjacent depth frame members 3, 3 placed in the vertical direction. Grooves 8, 8 are formed in the upper and lower surfaces of the depth frame member 3 in the longitudinal direction. On the other hand, projections 2 and 2 are provided on the upper and lower surfaces of the support member 1 in the longitudinal direction.
is formed. The groove 8 and the projection 2 are fitted to fix the positional relationship between the depth frame member 3 and the support member 1. Such projections 2, 2 provided on the support member 1 are easy to machine. However, a groove may be formed on the support member 1 and a protrusion may be formed on the depth frame member 3. The support member 1 and the depth frame member 3 extend vertically along the wood grain, and manufacturing becomes easier if the protrusion 2 and groove 8 are formed to extend vertically along the wood grain. The illustrated front frame material 7 and back frame material 6 have grooves on the top and bottom surfaces, but in order to facilitate mass production, the grooves 8 are formed on the frame materials using the same shaping machine. This is because the depth frame material 3, front frame material 7, and back frame material 6 were then manufactured.
Only the support member 1 needs to be manufactured using a separate machine. Regardless of whether it is to act as a retaining wall or a decorative wall, it is necessary to provide a suitable foundation for the framed wall according to the invention. Facing walls are suitable to be provided where the embankment to be maintained is essentially stable. Such decorative walls provide protection against water flow and weathering. In addition,
The framework material of the invention is filled with a filler, ie a backfill material. According to a preferred embodiment of the present invention, the length of the depth frame member 3 is preferably selected from among 550 mm, 733 mm, 825 mm, 1100 mm and 1375 mm. These depth frame members 3 have a rectangular cross section of 92 mm x 46 mm, and the depth frame members 3 are preferably made of chemically treated Pinus Radiate. The frame wall shown in the end view in Figure 4 was constructed at a height of 6.1276 m above the ground by assembling the deep frame materials with a length of 1375 mm and a center spacing of 550 mm. In Figure 4, the number of supports per depth frame (HSB/H) is zero (0 HSB/H), one (1 HSB/H), or two depending on the height of the entire frame wall.
An embodiment with two (2 HSB/H) variations is shown. The slope of this framed wall is 4/1. Figure 4 also shows the overload angle β (0°, 10°, 20°, or
38°) is also shown. It is believed that the retaining wall will be overloaded by the backfill material loading. It is also believed that the soil should be retained above one horizontal plane extending rearward at the same level as the top of the retaining wall by a distance equal to the height of the retaining wall. The internal friction angle (0°, 25°, 30°, 35°, 40) is a measure of the frictional resistance to shear between soil particles and is determined by soil density and particle shape. The finer the particle size, the smaller the friction angle.
The friction angle of clay and silty soils is smaller than that of gravel. The preferred positioning and number of supports per depth frame for the overload angle β and the friction angle thus defined are shown in Table 1.
【表】
この壁内の裏込め充填材料は、風化によつてこ
われず、壁面が水流で流されることなく自由に排
水できる大きさに破砕された石であるが、枠組材
を構成する各部材を損傷又は移動させることのな
いように十分小さな石であるべきである。石の大
きさは直径20mm〜100mmの良く分級されたもの
(中間の大きさの良く混合されたものを含む)が
理想的であると考えられる。[Table] The backfilling material in this wall is crushed stone that will not be broken by weathering and can be drained freely without being washed away by water currents. The stones should be small enough so as not to damage or displace them. The ideal stone size is considered to be well-sorted stones with a diameter of 20 mm to 100 mm (including well-mixed stones of intermediate sizes).
第1図は本発明の一実施例の枠組壁を組み立て
る方法を説明するための分解斜視図、第2図は第
1図に示す方法によつて組み立てられた本発明の
一実施例の枠組壁の端面図、第3図は支持基盤上
に建てられた本発明の一実施例の枠組壁の斜視
図、第4図は本発明の一実施例の擁壁の端面図で
ある。
1…支持材、2…突起、3…奥行枠材、4,5
…切欠部、6…裏面枠材、7…正面枠材、8…
溝。
Fig. 1 is an exploded perspective view for explaining a method of assembling a frame wall according to an embodiment of the present invention, and Fig. 2 is a frame wall according to an embodiment of the present invention assembled by the method shown in Fig. 1. FIG. 3 is a perspective view of a framed wall according to an embodiment of the present invention built on a support foundation, and FIG. 4 is an end view of a retaining wall according to an embodiment of the present invention. 1...Supporting material, 2...Protrusion, 3...Depth frame material, 4, 5
...Notch, 6...Back frame material, 7...Front frame material, 8...
groove.
Claims (1)
を含み、該奥行枠材3、該正面枠材7、及び該裏
面枠材6はほぼ矩形断面に形成され且つ前記奥行
枠材3が前記正面枠材7及び前記裏面枠材6と交
叉するようにして交互に積み重ねられて複数の層
をなしている枠組壁のための枠組材において、前
記奥行枠材3は各々上面及び下面を有するととも
に、該奥行枠材3の両端部における前記上面及び
前記下面には切欠部5,4が形成されていて、前
記上面の切欠部5,4は上方から、前記下面の切
欠部5,4は下方から、前記正面枠材7及び前記
裏面枠材6を受け入れるようになつており、垂直
方向に置かれた隣接する前記奥行枠材3,3の間
には支持材1が配置されており、前記奥行枠材3
及び前記支持材1の一方及び他方にはそれらの上
面及び下面に、長手方向の突起2及びこの突起2
に嵌合する溝8がそれぞれ形成されていて前記奥
行枠材3と前記支持材1との間の位置関係を固定
するようになつていることを特徴とする枠組材。 2 前記奥行枠材3、前記正面枠材7、前記裏面
枠材6及び前記支持材1はすべて木材で作られて
いる、特許請求の範囲第1項記載の枠組材。 3 奥行枠材3と、正面枠材7及び裏面枠材6と
を含む枠組材を有し、該奥行枠材3、該正面枠材
7及び該裏面枠材6はほぼ矩形断面に形成され且
つ前記奥行枠材3が前記正面枠材7及び前記裏面
枠材6と交叉するようにして交互に積み重ねられ
ている枠組壁において、前記奥行枠材3は各々上
面及び下面を有するとともに、該奥行枠材3の両
端部における前記上面及び前記下面には切欠部
5,4が形成されていて、前記上面の切欠部5,
4は上方から、前記下面の切欠部5,4は下方か
ら、前記正面枠材7及び前記裏面枠材6を受け入
れるようになつており、垂直方向に置かれた隣接
する前記奥行枠材3,3の間には支持材1が配置
されており、前記奥行枠材3及び前記支持材1の
一方及び他方にはそれら上面及び下面に、長手方
向の突起2及びこの突起2に嵌合する溝8がそれ
ぞれ形成されていて前記奥行枠材3と前記支持材
1との間に位置関係を固定するようになつてお
り、更に、前記枠組材には充填材が充填されてい
ることを特徴とする枠組壁。 4 前記奥行枠材3、前記正面枠材7、前記裏面
枠材6及び前記支持材1はすべて木材で作られて
いる。特許請求の範囲第3項記載の枠組壁。[Claims] 1. Includes a depth frame member 3, a front frame member 7, and a back frame member 6, and the depth frame member 3, the front frame member 7, and the back frame member 6 are formed to have a substantially rectangular cross section. and the depth frame material 3 is stacked alternately to form a plurality of layers so as to intersect with the front frame material 7 and the back frame material 6. 3 each has an upper surface and a lower surface, and notches 5 and 4 are formed in the upper surface and the lower surface at both ends of the depth frame material 3, and the notches 5 and 4 on the upper surface are formed from above to form the upper surface and the lower surface. The cutouts 5 and 4 on the lower surface are adapted to receive the front frame material 7 and the back frame material 6 from below, and there is a support between the vertically adjacent depth frame materials 3 and 3. material 1 is arranged, and the depth frame material 3
and one and the other of the supporting members 1 have longitudinal projections 2 on their upper and lower surfaces;
A frame member characterized in that grooves 8 that fit into the depth frame member 3 and the support member 1 are respectively formed to fix the positional relationship between the depth frame member 3 and the support member 1. 2. The frame material according to claim 1, wherein the depth frame material 3, the front frame material 7, the back frame material 6, and the support material 1 are all made of wood. 3. It has a frame material including a depth frame material 3, a front frame material 7, and a back frame material 6, and the depth frame material 3, the front frame material 7, and the back surface frame material 6 are formed in a substantially rectangular cross section, and In a framed wall in which the depth frame members 3 are stacked alternately so as to intersect with the front frame member 7 and the back frame member 6, each of the depth frame members 3 has an upper surface and a lower surface, and the depth frame members 3 each have an upper surface and a lower surface. Notches 5, 4 are formed on the upper surface and the lower surface at both ends of the material 3, and the notches 5, 4 on the upper surface are formed on the upper surface and the lower surface.
4 is adapted to receive the front frame member 7 and the back frame member 6 from below, and the notches 5, 4 on the lower surface are adapted to receive the front frame member 7 and the back frame member 6 from below, and the adjacent depth frame members 3, placed vertically, A support member 1 is disposed between the depth frame member 3 and the support member 1, and one and the other of the depth frame member 3 and the support member 1 have a projection 2 in the longitudinal direction and a groove that fits into the projection 2 on the upper and lower surfaces thereof. 8 are formed respectively to fix the positional relationship between the depth frame member 3 and the support member 1, and further, the frame member is filled with a filler material. framed wall. 4. The depth frame material 3, the front frame material 7, the back frame material 6, and the support material 1 are all made of wood. A framed wall according to claim 3.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NZ205792 | 1983-09-28 | ||
NZ205792A NZ205792A (en) | 1983-09-28 | 1983-09-28 | Cribwalling:headers with longitudinal groove |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6092519A JPS6092519A (en) | 1985-05-24 |
JPH057494B2 true JPH057494B2 (en) | 1993-01-28 |
Family
ID=19920522
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP59200729A Granted JPS6092519A (en) | 1983-09-28 | 1984-09-27 | Frame set wall |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP0136124B1 (en) |
JP (1) | JPS6092519A (en) |
AU (1) | AU574103B2 (en) |
DE (1) | DE3475417D1 (en) |
MY (1) | MY100231A (en) |
NZ (1) | NZ205792A (en) |
PT (1) | PT79266B (en) |
ZA (1) | ZA846913B (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2251259B (en) * | 1990-12-28 | 1994-09-21 | Knudsen Poul N | A retaining wall structure |
NZ237194A (en) * | 1991-02-22 | 1994-06-27 | Roger James Sceats | Crib wall with stacked rebated headers and triangular stretchers seated in rebates |
FR2709770B1 (en) * | 1993-09-10 | 1995-10-13 | Peller Entr | Retaining or anti-noise wall. |
US6079910A (en) * | 1998-09-21 | 2000-06-27 | Marianski; James E. | Column cribbing system |
AU778496B2 (en) * | 1999-10-08 | 2004-12-09 | Andrew J Marianski | Column cribbing system |
GB0002676D0 (en) | 2000-02-04 | 2000-03-29 | Phi Group Limited | Wall structure |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1690136A (en) * | 1926-12-13 | 1928-11-06 | R C Products Company | Retaining-wall structure |
US2034851A (en) * | 1934-07-19 | 1936-03-24 | Preplan Inc | Precast concrete cribbing |
US2828613A (en) * | 1955-09-26 | 1958-04-01 | Theron D Wilson | Reinforced concrete cribbing |
NZ195408A (en) * | 1980-10-30 | 1985-02-28 | Evans Bay Timber Co Ltd | Cribwall with blocks between headers |
-
1983
- 1983-09-28 NZ NZ205792A patent/NZ205792A/en unknown
-
1984
- 1984-09-04 ZA ZA846913A patent/ZA846913B/en unknown
- 1984-09-06 EP EP84306105A patent/EP0136124B1/en not_active Expired
- 1984-09-06 DE DE8484306105T patent/DE3475417D1/en not_active Expired
- 1984-09-26 AU AU33564/84A patent/AU574103B2/en not_active Ceased
- 1984-09-26 PT PT79266A patent/PT79266B/en not_active IP Right Cessation
- 1984-09-27 JP JP59200729A patent/JPS6092519A/en active Granted
-
1987
- 1987-08-25 MY MYPI87001440A patent/MY100231A/en unknown
Also Published As
Publication number | Publication date |
---|---|
AU574103B2 (en) | 1988-06-30 |
EP0136124A3 (en) | 1985-09-11 |
MY100231A (en) | 1990-05-29 |
PT79266B (en) | 1986-07-17 |
AU3356484A (en) | 1985-05-16 |
PT79266A (en) | 1984-10-01 |
NZ205792A (en) | 1987-03-31 |
EP0136124A2 (en) | 1985-04-03 |
EP0136124B1 (en) | 1988-11-30 |
JPS6092519A (en) | 1985-05-24 |
ZA846913B (en) | 1985-04-24 |
DE3475417D1 (en) | 1989-01-05 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH0699975B2 (en) | How to form a concrete floor to support a building | |
JPH057494B2 (en) | ||
JP2797045B2 (en) | Solid foundation method with stabilizer | |
JPH09170240A (en) | Concrete block for retaining wall and retaining wall | |
JP3701588B2 (en) | Retaining wall using concrete blocks for construction | |
JP2860780B2 (en) | Large concrete block | |
JPH04111Y2 (en) | ||
JPH072690Y2 (en) | Retaining wall and retaining wall molding frame | |
KR102485466B1 (en) | Block type reinforcement retaining wall | |
JP2002250043A (en) | Wall face protective block | |
JP3395058B2 (en) | Cage block and multi-stage construction method | |
JPS6022116Y2 (en) | Retaining wall for earth retaining | |
JP2022155997A (en) | Rammed earth wall and its construction method | |
JPH0354184Y2 (en) | ||
JPS586909Y2 (en) | greening retaining wall | |
JPH0756356Y2 (en) | Plug-in type simple concrete wall | |
JPH0351474Y2 (en) | ||
JP2510846Y2 (en) | Concrete block for retaining wall | |
JP2004360176A (en) | Foundation ground creating method | |
JP3052247U (en) | Slope protection block | |
JP2787758B2 (en) | Retaining wall block | |
JPH0226999Y2 (en) | ||
JPS603321A (en) | Wall structure | |
JP4107423B2 (en) | Retaining wall frame | |
JPH061635Y2 (en) | Reinforced girder retaining wall |