JPH01284671A - Vibration damping structure for temporary construction material - Google Patents
Vibration damping structure for temporary construction materialInfo
- Publication number
- JPH01284671A JPH01284671A JP11262688A JP11262688A JPH01284671A JP H01284671 A JPH01284671 A JP H01284671A JP 11262688 A JP11262688 A JP 11262688A JP 11262688 A JP11262688 A JP 11262688A JP H01284671 A JPH01284671 A JP H01284671A
- Authority
- JP
- Japan
- Prior art keywords
- vibration damping
- temporary construction
- construction material
- ring
- tube
- 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.)
- Pending
Links
- 238000013016 damping Methods 0.000 title claims abstract description 35
- 239000004035 construction material Substances 0.000 title abstract description 10
- 239000000463 material Substances 0.000 claims description 11
- 230000035939 shock Effects 0.000 abstract description 3
- 229920006311 Urethane elastomer Polymers 0.000 abstract description 2
- 239000002994 raw material Substances 0.000 abstract 2
- 230000000694 effects Effects 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000003139 buffering effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000004809 Teflon Substances 0.000 description 1
- 229920006362 Teflon® Polymers 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分野〉
本発明は制振性及び吸音性に優れた仮設資材の制振構造
に関するものである。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a vibration damping structure for temporary construction materials having excellent vibration damping and sound absorbing properties.
〈従来の技術〉
作業現場において仮設資材の荷降ろし時、組立時、解体
時にカン高い落下音や衝突音を発生ずるが、近時、これ
らの足場用仮設資材や端太、根太等の型枠用仮設資材を
取り扱う際に発生ずる騒音対策が重要視されている。<Prior art> High-pitched falling and collision sounds are generated at work sites when temporary materials are unloaded, assembled, and dismantled. Measures to counter the noise generated when handling temporary construction materials are becoming increasingly important.
この種の騒音は人間の聴覚に最も刺激的で不快感を与え
る1、00011zから8,00011zの高周波域を
有し、広域に響き渡ることが知られている。It is known that this type of noise has a high frequency range of 1,00011z to 8,00011z, which is most irritating and unpleasant to human hearing, and reverberates over a wide area.
そのため、現在はこれら仮設資材の騒音対策技術の提案
が切望されている。Therefore, proposals for noise reduction techniques for these temporary construction materials are currently in great demand.
〈本発明が解決しようとする問題点〉
上記した従来の仮設資材の騒音対策にあっては次の問題
がある。<Problems to be Solved by the Present Invention> The above-described conventional noise countermeasures for temporary construction materials have the following problems.
(イ)仮設資材の騒音公害のため、工事時間に制約を受
け、工期が長期化する。(b) Due to noise pollution from temporary construction materials, construction time will be restricted and the construction period will be extended.
(ロ)特に静粛性が要求される現場では、周囲に防音用
のテントやシートを張って対処している。(b) For sites where silence is particularly important, soundproofing tents and sheets are placed around the site.
しかし、この対策にあっては、防音効果が低いうえに、
防音対策に手数がかかる。However, with this countermeasure, the soundproofing effect is low, and
Soundproofing takes time.
く本発明の目的〉
本発明は以上の点に鑑み成されたもので、次の仮設資材
の防音構造を提供することを目的とする。OBJECTS OF THE INVENTION The present invention has been made in view of the above points, and an object thereof is to provide the following soundproof structure for temporary construction materials.
(イ)高周波音の防音効果に優れた、仮設資材の制振構
造。(a) A damping structure made of temporary materials that has excellent soundproofing effects against high-frequency sounds.
(ロ)製造コストの低減が図れる、仮設資材の制振構造
。(b) A damping structure made of temporary materials that can reduce manufacturing costs.
(ハ)工期の短縮が可能な、仮設資材の制振構造。(c) A damping structure made of temporary materials that can shorten the construction period.
〈本発明の構成〉
以下、図面を参照しながら本発明の一実施例について説
明する。<Configuration of the Present Invention> An embodiment of the present invention will be described below with reference to the drawings.
(イ)吸音原理
鋼管に衝撃を与えた場合、鋼管内に発生した振動は5,
400 m/Seeの速度で伝播し、その鋼管の両端部
で反射を繰り返しながら減衰する。(a) Sound absorption principle When a shock is applied to a steel pipe, the vibration generated within the steel pipe is 5,
It propagates at a speed of 400 m/See and attenuates while repeating reflections at both ends of the steel pipe.
この時、衝撃を受けた箇所から端部へ向けて進行する進
行波と端部からの反射波との重なり合いにより特有の振
動数の定在波を生じる。At this time, a standing wave with a specific frequency is generated due to the overlap of the traveling wave traveling from the impact point toward the end and the reflected wave from the end.
特に単管のような棒体の場合は、振動性状形態のうち、
第3〜5図に示すような両端自由な基準振動を呈するこ
とが知られている。In particular, in the case of a rod such as a single tube, among the vibration properties,
It is known that a reference vibration with both ends free as shown in FIGS. 3 to 5 is exhibited.
同図によれば、単管の両端部では何れの周波数域におい
ても常に振幅の山部を形成し、その中間における山部と
節の位置は単管の固有振動数により異なることが理解で
きる。According to the figure, it can be understood that peaks of amplitude are always formed at both ends of the single tube in any frequency range, and the positions of the peaks and nodes in the middle differ depending on the natural frequency of the single tube.
本発明は、」1記の点に鑑み、仮設資材の周面途上に、
制振性を有するリング状の制振リングを固定して、高周
波の制振を図るものである。In view of the point 1, the present invention provides, in view of the point mentioned in 1,
A ring-shaped vibration damping ring having vibration damping properties is fixed to suppress high frequency vibrations.
(ロ)制振リング(第1.2図)
本実施例は仮設資材が単管等の管体1である場合につい
て説明する。(B) Vibration damping ring (Fig. 1.2) In this embodiment, a case where the temporary material is a pipe body 1 such as a single pipe will be explained.
管体1の周面には、管体1の制振と緩衝を目的として所
定の間隔を介して複数の制振リング2を外装する。A plurality of damping rings 2 are mounted on the circumferential surface of the tubular body 1 at predetermined intervals for the purpose of damping and buffering the tubular body 1 .
制振リング2は、第2図に拡大して示すように、管体1
の外周面に軽く当接して横移動が可能な程度の内径を有
するリング体であって、振動減衰率が高く、しかも耐久
性に優れたウレタンゴム又はテフロン等の素材で形成す
る。The damping ring 2 is attached to the tube body 1 as shown in an enlarged view in FIG.
The ring body has an inner diameter that allows for lateral movement while lightly abutting against the outer peripheral surface of the ring body, and is made of a material such as urethane rubber or Teflon that has a high vibration damping rate and excellent durability.
制振リング2の断面形は、円形、楕円形のいずれてあっ
ても良い。The cross-sectional shape of the damping ring 2 may be either circular or elliptical.
又、制振リング2の断面肉厚は破断に対する強度や製造
コストを考慮して決定されるが、5mm〜7 mm程度
が好ましい。Further, the cross-sectional thickness of the vibration damping ring 2 is determined in consideration of strength against breakage and manufacturing cost, but is preferably about 5 mm to 7 mm.
又、制振リング2の設置間隔りは例えば800mm〜1
000mm程度が望ましい。Further, the installation interval of the damping rings 2 is, for example, 800 mm to 1
000 mm is desirable.
尚、制振リング2は単管だけでなく角パイプ等の仮設資
材に適用できることは勿論である。It goes without saying that the damping ring 2 can be applied not only to single pipes but also to temporary materials such as square pipes.
く作用〉
前記したように管体1の周面に複数の制振リング2を装
着しておくと、管体1、の相互が衝突したときや、他の
部材に衝突したときに、衝撃音の発生が低減される。As described above, if a plurality of damping rings 2 are attached to the circumferential surface of the tube 1, impact noise will be suppressed when the tubes 1 collide with each other or with other members. occurrence is reduced.
尚、その制振性能については後述する。The vibration damping performance will be described later.
又、制振リング2は緩衝機能も有するので、他の部材の
損傷や、管体1自体の損傷を緩和する。Furthermore, since the damping ring 2 also has a buffering function, it alleviates damage to other members and damage to the tube body 1 itself.
制振リング2の設置位置がクランプ設置位置と重なる場
合は、制振リング2を管体1の周面に沿って横移動させ
て設置する。When the installation position of the damping ring 2 overlaps with the clamp installation position, the damping ring 2 is moved laterally along the circumferential surface of the tube body 1 and installed.
[制振効果]
−4=
管体1の途上に前記条件で制振リング2を外装したもの
と設けないものをW製し、両者の減音効果を比較した。[Vibration Damping Effect] −4= W was made with and without the vibration damping ring 2 mounted on the outside under the above conditions in the middle of the pipe body 1, and the sound reduction effects of both were compared.
その比較結果を第6図に示す。The comparison results are shown in FIG.
同図中、白丸は制振リング2を設けた管体で、黒丸は制
振リング2を設けないものについての減音効果を示す。In the figure, white circles indicate the tube body provided with the damping ring 2, and black circles indicate the sound reduction effect of the tube body provided with the damping ring 2.
同図から、制振リング2を設けた本発明の管体1は、1
,00011zから8,000Hzの高周波音の範囲を
より効果に低減できることが立証された。From the same figure, the tube body 1 of the present invention provided with the damping ring 2 is 1
, 00011z to 8,000Hz can be more effectively reduced.
く本発明の効果〉
本発明は以上説明したようになるから、次の効果が得ら
れる。Effects of the Present Invention> Since the present invention is as explained above, the following effects can be obtained.
(イ)仮設資材の周面の途」二に、所定の間隔て制振リ
ングを装着するだけで、1.00011zから8,00
0Hz(ロ)制振リングは制振機能と衝撃緩衝機能を併
有するから、仮設資材や他の部材の破損や損傷を防止で
きる。(a) By simply attaching damping rings at predetermined intervals along the circumferential surface of temporary materials, vibrations can be reduced from 1.00011z to 8.00z.
Since the 0Hz (b) vibration damping ring has both a vibration damping function and a shock buffering function, it can prevent breakage and damage to temporary construction materials and other members.
(ハ)静粛な住宅地においても騒音の発生を抑制できる
から、作業時間に制約を受けず、従来に比ベニ期の短縮
が可能である。(c) Since the generation of noise can be suppressed even in quiet residential areas, there are no restrictions on work time, and it is possible to shorten the work period compared to conventional methods.
〈二)緩衝リングは仮設部材の周面上を横移動可能であ
るから、必要に応じて自由に装着位置を変更できる。(2) Since the buffer ring is movable laterally on the circumferential surface of the temporary member, the mounting position can be changed freely as necessary.
第1図 本発明の一実施例の説明図であって管体の縦断
面図
第2図:制振リングの一部を破断した全体間第3〜5図
2両端自由な棒体の基準振動図第6図:制振リングを設
けたものと設けないものの制振効果の比較結果の説明図Fig. 1 is an explanatory diagram of an embodiment of the present invention, and is a vertical cross-sectional view of the tube body Fig. 2: The entire vibration damping ring is partially broken off Fig. 3 to 5 Fig. 2 Standard vibration of a rod whose both ends are free Figure 6: Explanatory diagram of comparison results of vibration damping effects with and without damping ring
Claims (1)
なるリング体を間隔をおいて複数外装した、 仮設資材の制振構造。(1) A vibration damping structure for temporary materials such as a single pipe, in which multiple ring bodies made of a durable material with high loss due to internal friction are sheathed at intervals along the circumference of the material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11262688A JPH01284671A (en) | 1988-05-11 | 1988-05-11 | Vibration damping structure for temporary construction material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11262688A JPH01284671A (en) | 1988-05-11 | 1988-05-11 | Vibration damping structure for temporary construction material |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH01284671A true JPH01284671A (en) | 1989-11-15 |
Family
ID=14591443
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11262688A Pending JPH01284671A (en) | 1988-05-11 | 1988-05-11 | Vibration damping structure for temporary construction material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01284671A (en) |
-
1988
- 1988-05-11 JP JP11262688A patent/JPH01284671A/en active Pending
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