JPH032606Y2 - - Google Patents

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Publication number
JPH032606Y2
JPH032606Y2 JP1983085235U JP8523583U JPH032606Y2 JP H032606 Y2 JPH032606 Y2 JP H032606Y2 JP 1983085235 U JP1983085235 U JP 1983085235U JP 8523583 U JP8523583 U JP 8523583U JP H032606 Y2 JPH032606 Y2 JP H032606Y2
Authority
JP
Japan
Prior art keywords
tube
pipe
load
outer tube
support
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
Application number
JP1983085235U
Other languages
Japanese (ja)
Other versions
JPS59190838U (en
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 filed Critical
Priority to JP8523583U priority Critical patent/JPS59190838U/en
Publication of JPS59190838U publication Critical patent/JPS59190838U/en
Application granted granted Critical
Publication of JPH032606Y2 publication Critical patent/JPH032606Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 [産業上の利用分野] この考案は建設仮設工事で使用されるパイプサ
ポートにおいて特に耐荷重性能の改良に関する。
[Detailed Description of the Invention] [Industrial Field of Application] This invention relates particularly to improving the load-bearing performance of pipe supports used in temporary construction work.

[従来の技術] パイプサポートは第2図に示す如く、台板1を
有する腰管2に、受け板3を有する差し込み管4
を上下動可能で、かつ所望高さにおいて止定可能
に嵌挿する構造の高さ調節可能な仮設鋼管であ
る。
[Prior Art] As shown in FIG. 2, a pipe support consists of a waist pipe 2 having a base plate 1 and an insertion pipe 4 having a receiving plate 3.
This is a height-adjustable temporary steel pipe that can be moved up and down and inserted into the pipe so that it can be fixed at a desired height.

高さの調節構造につき付言すると、腰管2の上
方部に調節ねじ5が設けられ、調節台座6が螺合
されている。またこの調節ねじ5には図示の如く
縦長状に調節穴7が形成され、支持ピン8が挿通
可能になつている。
Regarding the height adjustment structure, an adjustment screw 5 is provided in the upper part of the waist tube 2, and an adjustment pedestal 6 is screwed into the adjustment screw 5. Further, as shown in the figure, a vertically elongated adjustment hole 7 is formed in the adjustment screw 5, and a support pin 8 can be inserted therethrough.

差し込み管4は、複数個のピン穴9が形成さ
れ、腰管2に嵌挿した上でこのピン穴9に支持ピ
ン8を挿通し、調節台座6によつて支承する構造
である。10は差し込み管4の振止め用キヤツプ
で、差し込み管4の振止めを図り、併せて腰管2
内部へのコンクリート等の侵入防止を図つてい
る。
The insertion tube 4 has a structure in which a plurality of pin holes 9 are formed, and after being fitted into the waist tube 2, a support pin 8 is inserted into the pin hole 9 and supported by the adjustment base 6. Reference numeral 10 is a cap for stabilizing the insertion tube 4, which prevents the insertion tube 4 from shaking, and also serves to prevent the insertion tube 4 from shaking.
Efforts are being made to prevent concrete, etc. from entering the interior.

[考案が解決しようとする課題] ところでかかるパイプサポートの耐荷重試験
は、パイプサポートの最大使用長さすなわち差し
込み管4を最も上動させた状態で受け板3と台板
1の中心と加圧試験機の加圧板の中心を一致させ
て圧縮荷重をかけ、破壊に至るまでの荷重値を側
定する方法で行われる。
[Problem to be solved by the invention] By the way, the load test of such a pipe support is conducted at the maximum usable length of the pipe support, that is, when the insertion pipe 4 is moved up the most, and the center of the receiving plate 3 and the base plate 1 and the pressure are applied. This is done by aligning the centers of the pressure plates of the testing machine, applying a compressive load, and determining the load value until failure.

そこで荷重のかけ始めから破壊に至るまでの経
偉を観察すると、パイプサポートでは、ある程度
までの荷重下では、差し込み管4と腰管2とが直
管状態で荷重を受けているが、荷重の増大に伴い
差し込み管4の方が「くの字」状態で荷重の支え
るようになり、急速に耐荷重性能が悪化し、遂に
は差し込み管4が大きく屈撓してしまうことが確
認された。
Therefore, if we observe the process from the beginning of load application to failure, we can see that in the pipe support, under a certain amount of load, the insertion pipe 4 and the waist pipe 2 receive the load in a straight pipe state, but when the load is It was confirmed that as the load increases, the plug-in tube 4 comes to support the load in a doglegged manner, and the load-bearing performance deteriorates rapidly, and eventually the plug-in tube 4 bends significantly.

この考案の目的は耐荷重性が改善されたパイプ
サポートを提供する点にある。
The purpose of this invention is to provide a pipe support with improved load carrying capacity.

[課題を解決するための手題] 上記試験から、破壊に至るまでの経偉において
重要なのは、パイプサポートでは、腰管2もまし
て差し込み管4の強度にあることを見出だした。
すなわち差し込み管4の強度を向上することでパ
イプサポート全体の耐荷重性を大きく改善できる
知見を得た。
[Problem for Solving the Problem] From the above test, it was found that in the case of pipe supports, the strength of the insertion pipe 4 is more important than the waist pipe 2 in the process up to failure.
In other words, we have found that by increasing the strength of the insertion pipe 4, the load bearing capacity of the entire pipe support can be greatly improved.

また型枠等から受ける荷重は、差し込み管4の
ピン穴9に挿通した支持ピン8を介して調節台座
6に伝わり、その調節台座6が螺合する調節ねじ
5を経て腰管に至るが、特にかかる荷重は支持ピ
ン8において極めて大きな剪断力と曲げモーメン
トが作用する。すなわち支持ピン8はピン穴9へ
の挿通部分で荷重を受け、調節台座6上で反力を
受ける一種のはり構造で支承していることから、
支持ピン8に作用する荷重は、ピン穴9への挿通
部分すなわち2地点での集中荷重となり、支持ピ
ン8における荷重配分が著しく偏り、曲げ作用を
受ける状態にある。
In addition, the load received from the formwork etc. is transmitted to the adjustment pedestal 6 via the support pin 8 inserted into the pin hole 9 of the insertion tube 4, and reaches the waist tube via the adjustment screw 5 screwed into the adjustment pedestal 6. In particular, the applied load causes an extremely large shearing force and bending moment to act on the support pin 8. That is, since the support pin 8 receives a load at the part inserted into the pin hole 9 and is supported by a kind of beam structure that receives a reaction force on the adjustment base 6,
The load acting on the support pin 8 becomes a concentrated load at the portion inserted into the pin hole 9, that is, at two points, and the load distribution on the support pin 8 is significantly biased, resulting in a state where the support pin 8 is subjected to a bending action.

従つて曲げ作用を受け難い支承構造とするため
には、支持ピン8で受ける鉛直荷重を支持ピン8
において可及的に分散させることにより耐荷重性
の向上を図ることができる。
Therefore, in order to create a support structure that is less susceptible to bending action, the vertical load received by the support pin 8 must be transferred to the support pin 8.
By dispersing it as much as possible, load-bearing properties can be improved.

この考案は上記の視点に立脚し、上記差し込み
管を内管と外管からなる二重管とし、内管の管径
を外管の約半分とするとともに、外管及び内管の
各上端部を別個独立に前記受け板に直接固着し、
かつ外管の少なくとも上下両端部を絞り、この絞
り部を内管に押し当てた構成を採用した。
This idea is based on the above point of view, and the insertion tube is a double tube consisting of an inner tube and an outer tube, the diameter of the inner tube is about half that of the outer tube, and the upper end of each of the outer tube and the inner tube is are separately and independently fixed directly to the receiving plate,
In addition, a configuration is adopted in which at least both upper and lower ends of the outer tube are constricted and the constricted portions are pressed against the inner tube.

[作用] 従つて差し込み管を内管と外管からなる二重管
としたので差し込み管自体の強度の向上が図られ
るほか、さらに内管の管径を外管の約半分とする
とともに外管及び内管の各上端部を別個独立に前
記受へ板に直接固着した構成を採用したことか
ら、受け板自体の強度も向上し、加えて差し込み
管が受け板から受ける荷重は内管および外管双方
にほぼ均等に分散される。すなわち受け板から受
ける荷重がほぼ均等な間隔で配置された内管と外
管の上端部で作用されるもので、荷重分散が図ら
れ、受け板及び差し込み管の強度アツプにつなが
るものである。
[Function] Therefore, since the insertion tube is a double tube consisting of an inner tube and an outer tube, the strength of the insertion tube itself is improved, and the diameter of the inner tube is about half that of the outer tube, and the diameter of the outer tube is about half that of the outer tube. By adopting a structure in which each upper end of the inner tube is directly fixed to the receiving plate separately and independently, the strength of the receiving plate itself is improved, and in addition, the load that the insertion tube receives from the receiving plate is divided between the inner tube and the outer tube. It is almost evenly distributed on both sides of the tube. That is, the load received from the receiving plate is applied to the upper ends of the inner tube and outer tube, which are arranged at approximately equal intervals, thereby distributing the load and increasing the strength of the receiving plate and the insertion tube.

しかも本考案では、外管の少なくとも上下両端
部を絞り、この絞り部を内管に押し当てた構成を
採用しているので、前記の如く内管の管径を外管
の約半分とするとともに外管及び内管の各上端部
を別個独立に前記受け板に直接個着した構成によ
る内管自体の振れをできるかぎり阻止し、耐荷重
性の向上を図つている。
Moreover, the present invention adopts a configuration in which at least both the upper and lower ends of the outer tube are constricted and the constricted portions are pressed against the inner tube, so that the diameter of the inner tube is approximately half that of the outer tube as described above, and The structure in which the upper ends of the outer tube and the inner tube are individually and directly attached to the receiving plate prevents the inner tube itself from swinging as much as possible, thereby improving the load resistance.

さらに差し込み管は内管の管径を外管の約半分
とする内外二重管であることから、支持ピン8に
おいてもほぼ均等な4地点でかかる荷重を分散さ
せて受け、支持ピンにおける曲げ作用を阻止し、
耐荷重性のアツプを達成できる。
Furthermore, since the insertion tube is a double-walled tube with the diameter of the inner tube being approximately half that of the outer tube, the load applied to the support pin 8 is distributed and received at four approximately equal points, and the bending effect on the support pin is to prevent
Achieves increased load capacity.

この様にこの考案のパイプサポートは、差し込
み管において受ける荷重をできる限り分散させる
構造で構成したものである。
In this way, the pipe support of this invention has a structure that distributes the load received by the insertion pipe as much as possible.

[実施例] 第1図はこの考案に係るパイプサポートの一実
施例を示す差し込み管の一部省略断面図である。
[Embodiment] FIG. 1 is a partially omitted cross-sectional view of an insertion pipe showing an embodiment of the pipe support according to the invention.

図において、前記の通り同符号で3は受け板、
4は差し込み管である。差し込み管4は内管4a
及び外管4bの二重管からなつており、内管4a
の管径は図示の通り外管の約1/2である。
In the figure, 3 is a receiving plate with the same reference numerals as described above;
4 is an insertion tube. The insertion tube 4 is the inner tube 4a.
and an outer tube 4b, and an inner tube 4a.
As shown in the figure, the diameter of the tube is approximately 1/2 that of the outer tube.

内管4a及び外管4bの各上端部は、受け板3
に別個独立に直接溶接で固着しており、また外管
4bの上下両端部は絞り加工が施され、当該絞り
部11が内管に押し当てられた構造となつてい
る。なお9は外管4bに形成されたピン穴、9′
は内管4aに形成されたピン穴である。
Each upper end of the inner tube 4a and the outer tube 4b is connected to a receiving plate 3.
Both upper and lower ends of the outer tube 4b are drawn by direct welding, and the drawn portions 11 are pressed against the inner tube. Note that 9 is a pin hole formed in the outer tube 4b, and 9' is a pin hole formed in the outer tube 4b.
is a pin hole formed in the inner tube 4a.

従つて本実施例に係る差し込み管4を腰管2に
嵌挿した場合、型枠等より受け板3を介して圧縮
荷重は、内管4a及び外管4bの両管体にほぼ均
等に荷重分散し、さらに支持ピン8において4地
点でほぼ均等に荷重を受けて調節台座6上に伝達
される。しかも大きな荷重がかかつても内管は振
れも生じず、さらに受け板自体の強度もあがるこ
とから、サポート全体としての耐荷重性の向上が
図られる。
Therefore, when the insertion tube 4 according to this embodiment is inserted into the waist tube 2, the compressive load from the formwork etc. via the receiving plate 3 is applied almost equally to both the inner tube 4a and the outer tube 4b. The load is distributed, and furthermore, the load is applied almost equally at four points on the support pin 8 and transmitted onto the adjustment base 6. Moreover, even when a large load is applied, the inner tube does not sway, and the strength of the receiving plate itself is increased, so the load bearing capacity of the support as a whole is improved.

ところでこの考案は上記実施例に限定されな
い。例えば絞り部11はこの実施例では上下両端
部に形成しているが、中間部に形成しても差し支
えない。
However, this invention is not limited to the above embodiment. For example, although the constricted portions 11 are formed at both the upper and lower end portions in this embodiment, they may be formed at the intermediate portion.

因みに本実施例のパイプサポートを用いて圧縮
荷重テストをした結果、従来の単一管のものと比
べ50〜60%もの大幅な強度増が達成された。特に
最大史使用長が大きいパイプサポートであればあ
る程顕著な強度の向上が達成された。
Incidentally, as a result of a compressive load test using the pipe support of this example, a significant increase in strength of 50 to 60% was achieved compared to a conventional single pipe. In particular, the greater the maximum length of the pipe support, the more remarkable the improvement in strength was achieved.

[考案の効果] 以上の如くこの考案は、パイプサポートの耐荷
重性の改良は差し込み管の強度アツプにあるとの
知見に基づき、かかる差し込み管を、受け板から
受ける荷重をできる限り分散させ、しかも支持ピ
ンへの荷重も分散させた内外二重管構造としたパ
イプサポートなので、耐荷重性能が顕著に向上し
たパイプサポートとすることができた。
[Effects of the invention] As described above, this invention is based on the knowledge that the improvement in the load bearing capacity of a pipe support lies in increasing the strength of the insertion pipe. Moreover, since the pipe support has a double inner and outer pipe structure that distributes the load on the support pins, we were able to create a pipe support with significantly improved load-bearing performance.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの考案に係るパイプサポートの一実
施例を示す差し込み管の一部省略断面図、第2図
はパイプサポートの側面図である。 1……台板、2……腰管、3……受け板、4…
…差し込み管、4a……内管、4b……外管、
9,9′……ピン穴、11……絞り部。
FIG. 1 is a partially omitted sectional view of an insertion pipe showing an embodiment of the pipe support according to the invention, and FIG. 2 is a side view of the pipe support. 1...base plate, 2...lumbar tube, 3...receiver plate, 4...
...Plug-in pipe, 4a...Inner pipe, 4b...Outer pipe,
9, 9'...pin hole, 11...diaphragm part.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 上端部に受け板を有する差し込み管には複数個
のピン穴が貫設され、この差し込み管を挿入する
腰管下端部には台板を有し、上端部にはキヤツプ
が嵌着され、腰管上部には縦長状に貫設した調節
穴を有する調節ねじとこの調節ねじに螺合した調
節台座が設けられ、この調節台座上において前記
調節穴及びピン穴に挿通した支持ピンによつて差
し込み管を支承するパイプサポートにおいて、上
記差し込み管を内管と外管からなる二重管とし、
内管の管径を外管の約半分とするとともに、外管
及び内管の各上端部を別個独立に前記受け板に直
接固着し、かつ外管の少なくとも上下両端部を絞
り、この絞り部を内管に押し当てたことを特徴と
するパイプサポート。
The insert tube has a receiving plate at its upper end, and has a plurality of pin holes passing through it, and the lower end of the waist tube into which this insert tube is inserted has a base plate, and a cap is fitted to its upper end. The upper part of the tube is provided with an adjustment screw having a vertically extending adjustment hole and an adjustment pedestal screwed onto this adjustment screw. In the pipe support that supports the pipe, the above-mentioned insertion pipe is a double pipe consisting of an inner pipe and an outer pipe,
The diameter of the inner tube is approximately half that of the outer tube, the upper ends of the outer tube and the inner tube are separately and independently fixed directly to the receiving plate, and at least both upper and lower ends of the outer tube are squeezed. A pipe support characterized by being pressed against an inner pipe.
JP8523583U 1983-06-03 1983-06-03 pipe support Granted JPS59190838U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8523583U JPS59190838U (en) 1983-06-03 1983-06-03 pipe support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8523583U JPS59190838U (en) 1983-06-03 1983-06-03 pipe support

Publications (2)

Publication Number Publication Date
JPS59190838U JPS59190838U (en) 1984-12-18
JPH032606Y2 true JPH032606Y2 (en) 1991-01-24

Family

ID=30215201

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8523583U Granted JPS59190838U (en) 1983-06-03 1983-06-03 pipe support

Country Status (1)

Country Link
JP (1) JPS59190838U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004116281A (en) * 2002-09-02 2004-04-15 Mai Consultant:Kk Construction method for concrete structure

Also Published As

Publication number Publication date
JPS59190838U (en) 1984-12-18

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