JPH0819767B2 - Assembled post type frame that can be expanded - Google Patents

Assembled post type frame that can be expanded

Info

Publication number
JPH0819767B2
JPH0819767B2 JP20005193A JP20005193A JPH0819767B2 JP H0819767 B2 JPH0819767 B2 JP H0819767B2 JP 20005193 A JP20005193 A JP 20005193A JP 20005193 A JP20005193 A JP 20005193A JP H0819767 B2 JPH0819767 B2 JP H0819767B2
Authority
JP
Japan
Prior art keywords
frame
fitting
view
cylindrical
column base
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 - Fee Related
Application number
JP20005193A
Other languages
Japanese (ja)
Other versions
JPH0754484A (en
Inventor
弥四郎 児矢野
Original Assignee
有限会社ポリマ−商工
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 有限会社ポリマ−商工 filed Critical 有限会社ポリマ−商工
Priority to JP20005193A priority Critical patent/JPH0819767B2/en
Publication of JPH0754484A publication Critical patent/JPH0754484A/en
Publication of JPH0819767B2 publication Critical patent/JPH0819767B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、配管の際に配管を支持
するた及び各種の建物の建設際に柱を支持するために使
用する柱台枠の改良に関する発明である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of a column underframe used for supporting pipes during piping and for supporting columns during the construction of various buildings.

【0002】[0002]

【従来の技術】従来の柱台枠は、一定の形状の成形され
た型枠に合成樹脂を流し込み、固める方法により柱台枠
を製造していた。大小の柱台枠を製造するためには、大
小の柱台成形型枠を作り、大小の柱台枠を製造してい
た。
2. Description of the Related Art A conventional column underframe has been manufactured by a method of pouring a synthetic resin into a molded frame having a certain shape and hardening the resin. In order to manufacture large and small column base frames, large and small column base molds were made, and large and small column base frames were manufactured.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来の
柱台枠のように成形枠により一体に製造された柱台枠で
は一定の形状に形成されているために、運搬の際に嵩張
り運搬コストがかかるとの欠点があった。また、所定の
形状に一体に成形されているために、配管を支持する鉄
柱の柱台に、鉄柱の支持を更に強固にするために柱台枠
を取り付けようとしても取り付けることができないとの
欠点があった。更に、配管を支持する柱台枠や鉄柱等を
支持するための柱台枠では、柱台を大きくしようとした
も柱台枠自体を大きく、即ち、増設することができない
ために従来の旧柱台を補強不可能であるとの欠点があ
る。本考案は、組立式の柱台枠にすることにより運搬に
嵩張ることがなく、配管の支持柱の基礎にも取り付ける
ことができ、しかも増設することができるとともに、容
易に組み立て可能な柱台枠を提供することにある。
However, since the pillar underframe integrally manufactured by the molding frame like the conventional pillar underframe is formed in a constant shape, it is bulky at the time of transportation and the transportation cost is high. There is a drawback that it costs. Further, since it is integrally molded into a predetermined shape, it is not possible to attach the column base frame to the column base of the iron column that supports the pipes in order to further strengthen the support of the iron column. was there. Further, in the column base frame for supporting the pipes or the column base frame for supporting the iron columns, etc., even if an attempt is made to make the column base larger, the column base frame itself is large, that is, the column base frame cannot be expanded. There is a drawback that the base cannot be reinforced. INDUSTRIAL APPLICABILITY The present invention is an assembling type column underframe that is not bulky to transport, can be attached to the foundation of a supporting column for piping, and can be added, and is easily assembled. To provide.

【0004】[0004]

【課題を解決するための手段】本発明は、右端の嵌合形
成部に嵌合孔及び円筒嵌合孔が形成されているとともに
左端にの可動突子・挿入突子及び円筒突子を備えた角構
成枠を接合して形成されることを特徴とする増設可能な
組立式柱台枠、又は、右端の嵌合形成部に嵌合孔及び円
筒嵌合孔が形成されているとともに左端にの可動突子・
挿入突子及び円筒突子を備えた増設枠を前記柱台枠に接
合させたことを特徴とする増設可能な組立式柱台枠の構
成とした。
According to the present invention, a fitting hole and a cylindrical fitting hole are formed in a fitting forming portion at the right end, and a movable projection / inserting projection and a cylindrical projection are provided at the left end. Is an add-on type column base frame that is formed by joining corner construction frames, or a fitting hole and a cylindrical fitting hole are formed in the fitting forming portion at the right end, and at the left end. Movable stem
An add-on type column base frame having a structure in which an additional frame including an insertion protrusion and a cylindrical protrusion is joined to the column base frame is provided.

【0005】[0005]

【実施例】次に、本発明について図面を参照して説明す
る。図1から図4までは本発明を構成する角構成枠を示
した図であり、まず、図1は本発明である増設可能な組
立式柱台枠を構成する角構成枠の正面図であり、図2に
は本発明である柱台枠を構成する角構成枠2の左側面図
である。図1及び図2中に示す角構成枠2の右端部の嵌
合形成部8には複数の嵌合孔8〜8mが形成されている
とともに、前記角構成枠2の左端部には複数の可動突子
6a〜6d・挿入突子7〜7g及び円筒突子6〜6bが
形成されている。符号11〜11bは横突条である。こ
れらの横突条11〜11bは角構成枠2を強度を補強す
るものである。符号14は縦突条を示す。これは角構成
枠2の強度を増すためのものである。但し、前記横突条
11〜11b及び縦突条14は設けなくてもよい。符号
11cは突出板を、符号11dはボルト挿通孔を示し、
突出板11cは生コンクリ−トを組み立てた柱台枠内に
詰め込んだ際に生コンクリ−トの圧力及び重みにより柱
台枠が浮き上がるのを防止するものであり、ボルト挿通
孔11dはボルトを挿通させて地面内に打ち込むことに
より浮き上がりを防止するものてある。但し、必要に応
じて突出板11c及びボルト挿通孔11dを設けなくて
もよい。符号7iは嵌合突条を示し、この嵌合突条7i
・7i・7i・7i・・・・であり、組み立て時に嵌合
孔8a〜8mに挿入突子7〜7hを挿入し嵌合させた場
合に嵌合がより強固になるためのものである。挿入突子
7〜7hの裏面にも同様な位置又は挿入突子7〜7hの
先端部に縦に突子を設けてもよい。勿論、挿入突子7〜
7hの表面及び裏面に全く設けなくてもよい。図3は、
本発明である増設可能な組立式柱台枠を構成する角構成
枠の平面図、図4は本発明である増設可能な組立式柱台
枠を構成する角構成枠の底面図を示し、図3及び図4の
如く角構成枠2は略L字形に湾曲している。符号6eは
段差をしめすが、この段差を設けることにより角構成枠
2同士を接合組み立てた場合に完全に密着し、生コンク
リ−トが漏れることがないのである。角構成枠2同士を
接合させるには、右端部の嵌合形成部8に形成されてい
る嵌合孔8a〜8mには可動突子6〜6d及び挿入突子
7〜7hが嵌合されるとともに、円筒突子9〜9bは円
筒嵌合孔10〜10bに嵌合させることにより角構成枠
2を接合することにより図15に示すような略円錐形状
の柱台枠1ができる。
Next, the present invention will be described with reference to the drawings. 1 to 4 are views showing a corner component frame constituting the present invention. First, FIG. 1 is a front view of a corner component frame constituting the expandable post type column base frame of the present invention. FIG. 2 is a left side view of the corner component frame 2 that constitutes the column base frame of the present invention. A plurality of fitting holes 8 to 8m are formed in the fitting forming portion 8 at the right end portion of the corner constituent frame 2 shown in FIGS. 1 and 2, and a plurality of fitting holes 8 to 8m are formed at the left end portion of the corner constituent frame 2. Movable protrusions 6a to 6d, insertion protrusions 7 to 7g, and cylindrical protrusions 6 to 6b are formed. Reference numerals 11 to 11b are horizontal ridges. These lateral ridges 11 to 11b reinforce the corner constituent frame 2 in strength. Reference numeral 14 indicates a vertical ridge. This is to increase the strength of the corner component frame 2. However, the horizontal ridges 11 to 11b and the vertical ridges 14 may not be provided. Reference numeral 11c indicates a protruding plate, reference numeral 11d indicates a bolt insertion hole,
The protruding plate 11c prevents the column base frame from being lifted up by the pressure and weight of the raw concrete when the column base frame is assembled with the raw concrete, and the bolt insertion hole 11d inserts the bolt. It is designed to prevent it from rising by driving it into the ground. However, the protruding plate 11c and the bolt insertion hole 11d may not be provided if necessary. Reference numeral 7i indicates a fitting protrusion, and this fitting protrusion 7i
· 7i · 7i · 7i ························· This is for strengthening the fitting when the insertion protrusions 7 to 7h are inserted and fitted into the fitting holes 8a to 8m during assembly. A protrusion may be vertically provided at the same position on the back surface of the insertion protrusions 7 to 7h or at the tip of the insertion protrusions 7 to 7h. Of course, the insertion pole 7-
It may not be provided on the front and back surfaces of 7h at all. FIG.
FIG. 4 is a plan view of a corner constituting frame which constitutes the expandable post type column underframe which is the present invention, and FIG. 4 is a bottom view of the corner constituting frame which constitutes the expandable post type column underframe which is the present invention. As shown in FIGS. 3 and 4, the corner component frame 2 is curved in a substantially L shape. Reference numeral 6e indicates a step, but by providing this step, the corner constituent frames 2 are completely adhered to each other when they are joined and assembled, and the raw concrete does not leak. In order to join the corner constituent frames 2 to each other, the movable projections 6 to 6d and the insertion projections 7 to 7h are fitted into the fitting holes 8a to 8m formed in the fitting forming portion 8 at the right end. At the same time, the cylindrical protrusions 9 to 9b are fitted into the cylindrical fitting holes 10 to 10b to join the corner constituent frames 2 to form the column base frame 1 having a substantially conical shape as shown in FIG.

【0006】図5から図7までは増設枠を示した図であ
り、図5は本発明である増設可能な組立式柱台枠を構成
する増設枠の正面図であり、図6には本発明である柱台
枠を構成する増設枠の右側面図であり、図7はその右側
面図である。図5・図6及び図7柱に示す増設枠3の右
端部の嵌合形成部15には複数の嵌合孔15〜15mが
形成されているとともに、前記増設枠3の左端部には複
数の可動突子12〜12d・挿入突子13〜13g及び
円筒突子16〜16bが形成されている。符号18は突
出板、符号18aはボルト挿入孔である。但し、これら
の突出板18及びボルト挿入孔18aは設けなくてもよ
い。図5・図6及び図7には、嵌合突条がしめされてい
ないが、挿入突子13〜13gの表面及び裏面に設けて
もよい。増設枠3を角構成枠2に接合させるには、図1
及び図5に下がって説明すると、右端部の嵌合形成部8
に形成されている嵌合孔8a〜8mに可動突子12〜1
2d及び挿入突子13〜13gが嵌合させるとともに、
円筒突子16〜16bは円筒嵌合孔10〜10bに嵌合
させることにより増設枠3を角構成枠2に接合すること
ができる。また、増設枠3同士を接合する場合には、図
6及び図5に従って説明すれば、図6に示した右端部の
嵌合形成部15に形成されている嵌合孔15a〜15l
に可動突子12〜12d及び挿入突子13〜13gが嵌
合させるとともに、円筒突子16〜16bは円筒嵌合孔
17〜17bに嵌合させることにより増設枠3同士を接
合することができる。
FIGS. 5 to 7 are views showing an extension frame, FIG. 5 is a front view of the extension frame which constitutes the expandable post type column base frame of the present invention, and FIG. It is a right side view of the additional frame which comprises the pillar base frame which is invention, and FIG. 7 is the right side view. A plurality of fitting holes 15 to 15m are formed in the fitting forming portion 15 at the right end portion of the extension frame 3 shown in FIGS. 5, 6 and 7, and a plurality of fitting holes 15 to 15m are formed at the left end portion of the extension frame 3. The movable protrusions 12 to 12d, the insertion protrusions 13 to 13g, and the cylindrical protrusions 16 to 16b are formed. Reference numeral 18 is a protruding plate, and reference numeral 18a is a bolt insertion hole. However, the protruding plate 18 and the bolt insertion hole 18a may not be provided. Although the fitting protrusions are not shown in FIGS. 5, 6 and 7, they may be provided on the front and back surfaces of the insertion protrusions 13 to 13g. To join the expansion frame 3 to the corner component frame 2,
5 and the description will be given with reference to FIG. 5, the fitting forming portion 8 at the right end portion will be described.
The movable protrusions 12 to 1 are fitted in the fitting holes 8a to 8m formed in the
2d and the insertion protrusions 13 to 13g are fitted together,
The additional frame 3 can be joined to the corner component frame 2 by fitting the cylindrical protrusions 16 to 16b into the cylindrical fitting holes 10 to 10b. Further, when joining the additional frames 3 to each other, as will be described with reference to FIGS. 6 and 5, the fitting holes 15a to 15l formed in the fitting forming portion 15 at the right end portion shown in FIG.
The movable projections 12 to 12d and the insertion projections 13 to 13g are fitted to each other, and the cylindrical projections 16 to 16b are fitted to the cylindrical fitting holes 17 to 17b, so that the additional frames 3 can be joined to each other. .

【0007】図8・図9及び図10は、本発明である増
設可能な組立式柱台枠を構成する増設枠の他の実施例を
示した図であり、図8は増設枠の他の実施例の正面図、
図9は増設枠の他の実施例の右側面図、図10は増設枠
の他の実施例の左側面図であり、図8・図9及び図10
中に示す増設枠3aの右端部の嵌合形成部15には複数
の嵌合孔15〜15mが形成されているとともに、前記
増設枠3の左端部には複数の可動突子12〜12d・挿
入突子13〜13g及び円筒突子16〜16bが形成さ
れている。本実施例の増設枠3aでは、複数の突出板1
9〜19cが増設枠の中央部に突出形成されている。ま
た、符号20及び符号21に示すように縦突条が形成さ
れているが、これらの縦突条は設けなくてもよい。これ
らの突出板19〜19cを形成することにより、生コン
クリ−トを柱台枠に流入させても、生コンクリ−トの重
みにより、柱台枠1が浮き上がることを防止することこ
とができるのである。符号19dはボルト挿通孔であ
る。挿入突子13〜13gの表面及び裏面又は表面のみ
に、図1に示したように、嵌合突条を設けてもよい。
FIG. 8, FIG. 9 and FIG. 10 are views showing another embodiment of the extension frame which constitutes the expandable post type column underframe according to the present invention. FIG. 8 shows another example of the extension frame. Front view of the embodiment,
9 is a right side view of another embodiment of the extension frame, and FIG. 10 is a left side view of another embodiment of the extension frame.
A plurality of fitting holes 15 to 15m are formed in the fitting forming portion 15 at the right end of the additional frame 3a shown therein, and a plurality of movable protrusions 12 to 12d are formed at the left end of the additional frame 3a. The insertion protrusions 13 to 13g and the cylindrical protrusions 16 to 16b are formed. In the extension frame 3a of this embodiment, the plurality of protruding plates 1
9 to 19c are formed to project at the center of the extension frame. Further, although vertical protrusions are formed as shown by reference numerals 20 and 21, these vertical protrusions may not be provided. By forming these projecting plates 19 to 19c, it is possible to prevent the column base frame 1 from rising due to the weight of the raw concrete even when the raw concrete flows into the column base frame. is there. Reference numeral 19d is a bolt insertion hole. As shown in FIG. 1, a fitting protrusion may be provided only on the front surface and the back surface or the front surface of the insertion protrusions 13 to 13g.

【0008】図11から図16までは、図1から図4ま
でに示した角構成枠2と図5から図10までに示した増
設枠3を用いて組み立てられて形成される各種の柱台枠
1を示した図である。図11及び図12に示した柱台枠
1は角構成枠1を4個と増設枠3を2個を組み立てたも
のであり、図12に示すように、平面図においてやや横
長状の柱台枠となる。図13及び図14に示した柱台枠
は、角構成枠1を4個と増設枠3を4個を組み立てたも
のであり、図14に示すように、平面図において正方形
状の柱台枠となる。図15及び図16に示した柱台枠1
は角構成枠1を4個のみを組み立てたものであり、図1
6に示すように、平面図において正方形状の柱台枠とな
る。符号4は接合部を示す。
11 to 16 are various column bases formed by assembling using the corner frame 2 shown in FIGS. 1 to 4 and the extension frame 3 shown in FIGS. 5 to 10. It is the figure which showed the frame 1. The column base frame 1 shown in FIG. 11 and FIG. 12 is an assembly of four corner component frames 1 and two extension frames 3 and, as shown in FIG. It becomes a frame. The pillar underframes shown in FIGS. 13 and 14 are obtained by assembling four corner constituent frames 1 and four extension frames 3 and, as shown in FIG. 14, are square pillar underframes in a plan view. Becomes The column underframe 1 shown in FIGS. 15 and 16.
1 is an assembly of only four corner component frames 1.
As shown in FIG. 6, the pillar base frame has a square shape in a plan view. Reference numeral 4 indicates a joint portion.

【0009】図17から図23までは、本発明である増
設可能な組立式柱台枠1の他の実施例を示した図であ
り、本実施例では角構成枠2を組み立てるとともに下角
構成枠2aを組み立てて、両者を接合させた柱台枠であ
る。図17は本実施例の組み立てた状態の正面図、図1
8はその平面図を示したものである。図8中符号5は接
合部を示す。図19及び図20は下構成枠を示した図で
あり、図19は下構成枠の正面図であり、図20は下構
成枠2aの左側面図である。図19及び図20中に示す
下角構成枠2aの右端部の嵌合形成部21には複数の嵌
合孔22〜22hが形成されているとともに、前記下角
構成枠2aの左端部には複数の可動突子24〜24b・
挿入突子25〜25e及び円筒突子26〜26bが形成
されている。また、下角構成枠2aの上端には接合を強
力にするために接合起立片28が形成されている。下構
成枠2aにも1叉は複数の横突状を形成してもよいし、
縦突状をも1叉は複数形成させてもよい。符号25f
は、嵌合突条を示し、この嵌合突条25f・25f・2
5f・・・は下構成枠2aの組み立てた際に緩みが生じ
ないようにするためのものである。挿入突子25〜25
eの裏面にも1又は2の突条を設けてもよい。勿論、突
条25f・・・は設けなくてもよい。符号33は突出
板、符号33aはボルト挿通孔を示し、この突出板33
及びボルト挿通孔33aは浮き上がり防止のためのもの
である。
FIGS. 17 to 23 are views showing another embodiment of the expandable post type column base frame 1 according to the present invention. In this embodiment, the corner construction frame 2 is assembled and the lower corner construction frame is assembled. 2a is a pillar underframe that is assembled and joined together. 17 is a front view of the assembled state of this embodiment, FIG.
8 shows the plan view. Reference numeral 5 in FIG. 8 indicates a joint portion. 19 and 20 are views showing the lower component frame, FIG. 19 is a front view of the lower component frame, and FIG. 20 is a left side view of the lower component frame 2a. A plurality of fitting holes 22 to 22h are formed in the fitting forming portion 21 at the right end of the lower corner constituent frame 2a shown in FIGS. 19 and 20, and a plurality of fitting holes 22 to 22h are formed at the left end of the lower corner constituent frame 2a. Movable stem 24-24b
The insertion protrusions 25 to 25e and the cylindrical protrusions 26 to 26b are formed. In addition, a joining upright piece 28 is formed on the upper end of the lower corner constituent frame 2a to strengthen the joining. The lower component frame 2a may also be formed with one or a plurality of lateral protrusions.
One or more vertical protrusions may be formed. Code 25f
Indicates a fitting ridge, and this fitting ridge 25f, 25f, 2
5f ... Are for preventing loosening when the lower component frame 2a is assembled. Inserting Mouth 25-25
One or two ridges may be provided on the back surface of e. Of course, the protrusions 25f ... May not be provided. Reference numeral 33 indicates a protruding plate, and reference numeral 33a indicates a bolt insertion hole.
Also, the bolt insertion hole 33a is for preventing lifting.

【0010】図21から図23図までは下角構成枠2a
と接合させて増設させるための下増設枠を示した図であ
り、図21は下増設枠3bの正面図、図22は下増設枠
3bの右側面図、図23は下増設枠3bの左側面図を示
し、図21・図22及び図23中に示す下増設枠3bの
右端部の嵌合形成部27には複数の嵌合孔28〜28m
が形成されているとともに、前記下増設枠3bの左端部
には複数の可動突子30〜30b・挿入突子31〜31
e及び円筒突子32〜32bが形成されている。下角構
成枠2a同士を接合させるには、右端部の嵌合形成部2
1に形成されている嵌合孔22〜22hには可動突子2
4〜24b及び挿入突子25〜25eが嵌合されるとと
もに、円筒突子26〜26aは円筒嵌合孔23〜23a
に嵌合させることにより下角構成枠2aを接合すること
により図17に示すような略円錐形状の下柱台枠1aが
できる。下増設枠3bにも突出板を1又は複数形成して
もよい。符号34は突出板、符号34aはボルト挿通孔
であり、これらは浮き上がり防止のためのものである。
挿入突子31〜31eには嵌合突条を表面及び裏面又は
表面のみに設けてもよい。
21 to 23, the lower corner component frame 2a is shown.
It is the figure which showed the lower extension frame for joining and adding with, and FIG. 21 is the front view of the lower extension frame 3b, FIG. 22 is the right side view of the lower extension frame 3b, FIG. 23 is the left side of the lower extension frame 3b. A plurality of fitting holes 28 to 28m are provided in the fitting forming portion 27 at the right end of the lower extension frame 3b shown in plan view shown in FIGS.
And a plurality of movable protrusions 30 to 30b and insertion protrusions 31 to 31 are formed at the left end portion of the lower extension frame 3b.
e and the cylindrical protrusions 32 to 32b are formed. To join the lower corner constituent frames 2a to each other, the fitting forming portion 2 at the right end portion is joined.
In the fitting holes 22 to 22h formed in No. 1, the movable protrusion 2
4 to 24b and the insertion protrusions 25 to 25e are fitted, and the cylindrical protrusions 26 to 26a are cylindrical fitting holes 23 to 23a.
By joining the lower-corner component frames 2a by fitting them to each other, the lower column underframe 1a having a substantially conical shape as shown in FIG. 17 is formed. The lower extension frame 3b may also be provided with one or more protruding plates. Reference numeral 34 is a projecting plate, and reference numeral 34a is a bolt insertion hole, which serves to prevent lifting.
The insertion protrusions 31 to 31e may be provided with fitting protrusions on the front surface and the back surface or only on the front surface.

【0011】[0011]

【発明の効果】本発明は、以上に説明したような構成で
あるから下記の効果がある。第1に、組立式の柱台枠に
することにより運搬に嵩張ることがない。第2に、配管
の支持柱の基礎にも取り付けることができる。第3に、
現場で容易に組み立てできる。第4に、円形状に形成さ
れているので危険ではない。第5に、支柱の基礎工事が
短時間でできる。
The present invention has the following effects because it has the structure described above. First, it is not bulky to carry because it is an assembling type column base frame. Secondly, it can also be attached to the foundation of the supporting column of the pipe. Third,
Easy to assemble on site. Fourthly, since it is formed in a circular shape, it is not dangerous. Fifth, the foundation work of the pillar can be done in a short time.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明である増設可能な柱台枠を構成する角構
成枠の正面図。
FIG. 1 is a front view of a corner component frame that constitutes an addable column base frame according to the present invention.

【図2】本発明である柱台枠を構成する角構成枠の左側
面図。
FIG. 2 is a left side view of a corner component frame that constitutes the column base frame of the present invention.

【図3】本発明である柱台枠を構成する角構成枠の平面
図。
FIG. 3 is a plan view of a corner component frame that constitutes the column base frame of the present invention.

【図4】本発明である増設可能な組立式柱台枠を構成す
る角構成枠の底面図。
FIG. 4 is a bottom view of a corner component frame constituting the expandable post type column base frame of the present invention.

【図5】本発明である増設可能な組立式柱台枠を構成す
る増設枠の正面図。
FIG. 5 is a front view of an extension frame that constitutes the expandable post type column underframe according to the present invention.

【図6】本発明である増設可能な組立式柱台枠を構成す
る増設枠の右側面図。
FIG. 6 is a right side view of an extension frame that constitutes the expandable post type column base frame of the present invention.

【図7】本発明である増設可能な組立式柱台枠を構成す
る増設枠の左側面図。
FIG. 7 is a left side view of the extension frame that constitutes the expandable post type column base frame according to the present invention.

【図8】本発明である増設可能な組立式柱台枠を構成す
る増設枠の他の実施例の正面図。
FIG. 8 is a front view of another embodiment of the extension frame constituting the expandable post type column base frame of the present invention.

【図9】本発明である増設可能な組立式柱台枠を構成す
る増設枠の他の実施例の右側面図。
FIG. 9 is a right side view of another embodiment of the extension frame that constitutes the expandable post type column base frame of the present invention.

【図10】本発明である増設可能な組立式柱台枠を構成
する増設枠の他の実施例の左側面図。
FIG. 10 is a left side view of another embodiment of the extension frame that constitutes the expandable post type column underframe according to the present invention.

【図11】本発明である増設可能な組立式柱台枠の組立
状態の正面図。
FIG. 11 is a front view showing an assembled state of the expandable post type column underframe according to the present invention.

【図12】本発明である増設可能な組立式柱台枠の組立
状態の平面図。
FIG. 12 is a plan view showing an assembled state of the expandable post type column underframe according to the present invention.

【図13】本発明である増設可能な組立式柱台枠の組立
状態の正面図。
FIG. 13 is a front view showing an assembled state of the expandable post type column underframe according to the present invention.

【図14】本発明である増設可能な組立式柱台枠の組立
状態の平面図。
FIG. 14 is a plan view showing an assembled state of an expandable column type underframe according to the present invention.

【図15】本発明である増設可能な組立式柱台枠の組立
状態の正面図。
FIG. 15 is a front view showing an assembled state of the expandable post type column underframe according to the present invention.

【図16】本発明である増設可能な組立式柱台枠の組立
状態の平面図。
FIG. 16 is a plan view showing an assembled state of the expandable post type column underframe according to the present invention.

【図17】本発明である増設可能な組立式柱台枠の他の
実施例の組立状態の正面図。
FIG. 17 is a front view of another example of the expandable post type column base frame of the present invention in an assembled state.

【図18】本発明である増設可能な組立式柱台枠の他の
実施例の組立状態の平面図。
FIG. 18 is a plan view of another embodiment of the expandable post type column base frame of the present invention in an assembled state.

【図19】本発明である増設可能な組立式柱台枠の他の
実施例を構成する下角構成枠の正面図。
FIG. 19 is a front view of a lower corner component frame that constitutes another embodiment of the expandable post type column base frame according to the present invention.

【図20】本発明である増設可能な組立式柱台枠の他の
実施例を構成する下角構成枠の左側面図。
FIG. 20 is a left side view of a lower corner component frame which constitutes another embodiment of the expandable post type column base frame of the present invention.

【図21】本発明である増設可能な組立式柱台枠の他の
実施例を構成する下増設枠の正面図。
FIG. 21 is a front view of a lower extension frame that constitutes another embodiment of the expandable post type column underframe according to the present invention.

【図22】本発明である増設可能な組立式柱台枠の他の
実施例を構成する下増設枠の右側面図。
FIG. 22 is a right side view of a lower extension frame that constitutes another embodiment of the expandable post type column underframe according to the present invention.

【図23】本発明である増設可能な組立式柱台枠の他の
実施例を構成する下増設枠の左側面図。
FIG. 23 is a left side view of a lower extension frame that constitutes another embodiment of the expandable post type column underframe according to the present invention.

【符号の説明】[Explanation of symbols]

1 柱台枠 1a
下柱台枠 1b 空洞部 2
角構成枠 2a 下角構成枠 3〜3a
増設枠 3b 下増設枠 4〜5
接合部 6〜6d 可動突子 7〜7h
挿入突子 8a〜8m 嵌合孔 9〜9b
円筒突子 10〜10b 円筒嵌合孔 11〜11b
横突条 11c 突出板 11d
ボルト挿通孔 12〜12d 可動突子 13〜13g
挿入突子 14 縦突条 15
嵌合孔形成部 16〜16b 円筒突子 17〜17b
円筒嵌合孔 18 底突子 19〜19c
突出板 20〜21 縦突条 22〜22h
嵌合孔 23〜23a 円筒嵌合孔 24〜24b
可動突子 25〜25e 挿入突子 26〜26a
円筒突子 27 嵌合孔形成部 28〜28h
嵌合孔 29〜29a 円筒嵌合孔 30〜30b
可動突子 31〜31e 挿入突子 32〜32a
円筒突子
1 pillar stand frame 1a
Lower pillar underframe 1b Cavity 2
Corner composition frame 2a Lower corner composition frame 3 to 3a
Expansion frame 3b Lower expansion frame 4 to 5
Joining part 6-6d Movable protrusion 7-7h
Inserting protrusion 8a-8m Fitting hole 9-9b
Cylindrical protrusion 10-10b Cylindrical fitting hole 11-11b
Horizontal ridge 11c Projection plate 11d
Bolt insertion hole 12-12d Movable protrusion 13-13g
Inserting protrusion 14 Vertical protrusion 15
Fitting hole forming part 16 to 16b Cylindrical protrusion 17 to 17b
Cylindrical fitting hole 18 Bottom protrusion 19-19c
Projection plate 20-21 Longitudinal ridge 22-22h
Fitting hole 23-23a Cylindrical fitting hole 24-24b
Movable Mouth 25-25e Inserting Mouth 26-26a
Cylindrical protrusion 27 Fitting hole forming portion 28 to 28h
Fitting hole 29-29a Cylindrical fitting hole 30-30b
Movable Mast 31-31e Inserting Mast 32-32a
Cylindrical stem

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 右端の嵌合形成部に嵌合孔及び円筒嵌合
孔が形成されているとともに左端にの可動突子・挿入突
子及び円筒突子を備えた角構成枠を接合して形成される
ことを特徴とする増設可能な組立式柱台枠。
1. A fitting hole and a cylindrical fitting hole are formed in a fitting forming portion at a right end, and a corner component frame having a movable projection / inserting projection and a cylindrical projection at a left end is joined. An expandable post-type column underframe that is formed.
【請求項2】 右端の嵌合形成部に嵌合孔及び円筒嵌合
孔が形成されているとともに左端にの可動突子・挿入突
子及び円筒突子を備えた増設枠を接合させたことを特徴
とする請求項1記載の増設可能な組立式柱台枠。
2. An extension frame having a fitting hole and a cylindrical fitting hole formed in the fitting forming portion at the right end and having a movable projection, an insertion projection, and a cylindrical projection at the left end are joined together. The expandable post type column base frame according to claim 1.
JP20005193A 1993-07-19 1993-07-19 Assembled post type frame that can be expanded Expired - Fee Related JPH0819767B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20005193A JPH0819767B2 (en) 1993-07-19 1993-07-19 Assembled post type frame that can be expanded

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20005193A JPH0819767B2 (en) 1993-07-19 1993-07-19 Assembled post type frame that can be expanded

Publications (2)

Publication Number Publication Date
JPH0754484A JPH0754484A (en) 1995-02-28
JPH0819767B2 true JPH0819767B2 (en) 1996-02-28

Family

ID=16418016

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20005193A Expired - Fee Related JPH0819767B2 (en) 1993-07-19 1993-07-19 Assembled post type frame that can be expanded

Country Status (1)

Country Link
JP (1) JPH0819767B2 (en)

Also Published As

Publication number Publication date
JPH0754484A (en) 1995-02-28

Similar Documents

Publication Publication Date Title
CA2104866A1 (en) Structural connector approximating a cone of elliptical cross-section
US20120085050A1 (en) Modular consumer assembled stamped metal post base that allows framing before concrete is poured
KR20110004997A (en) Construction method using one-body type concrete form panel
JPH0819767B2 (en) Assembled post type frame that can be expanded
US6991205B2 (en) Textured brick wall form panel
JPH08158633A (en) Assembly type column frame with opening preventive unit
US20210140136A1 (en) Modified jersey barrier foundation system
JP3170464U (en) Additional pillar frame
JPH09279536A (en) Support for safety frame
JPH10259661A (en) Column base frame with opening preventing tool
JPS61233131A (en) Foundation structure of pole
CN220150999U (en) Outer connecting device of ladder cage wall
JPH06220917A (en) Frame structure of building
JP2612416B2 (en) Outdoor wall construction materials
JP2015129428A (en) Earthquake resistant extension column base frame
JP2000240217A (en) Column-like structure and construction method therefor
JP2920490B2 (en) Method of manufacturing panel-joined caisson and panel-joined caisson
CN114482109A (en) Construction method for pre-buried steel column of raft foundation in complex environment
JPH04198535A (en) Column and beam jointing equipment of steel pipe construction
JPH0932125A (en) Connecting fitting for wooden building
KR20240109792A (en) Fitted formwork
JPH04269213A (en) Base plate for fixing column base
JPH077386Y2 (en) Foundation structure for building columns
JP3062365U (en) Assembled garden deck
KR20180099006A (en) block pillar for construction and pillar building methods by the block pillar

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090228

Year of fee payment: 13

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 14

Free format text: PAYMENT UNTIL: 20100228

LAPS Cancellation because of no payment of annual fees