CN102490531A - Load-bearing hollow metal statue - Google Patents
Load-bearing hollow metal statue Download PDFInfo
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- CN102490531A CN102490531A CN2011103607258A CN201110360725A CN102490531A CN 102490531 A CN102490531 A CN 102490531A CN 2011103607258 A CN2011103607258 A CN 2011103607258A CN 201110360725 A CN201110360725 A CN 201110360725A CN 102490531 A CN102490531 A CN 102490531A
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- load
- statue
- hollow metal
- rigid frame
- supporting
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Abstract
The invention relates to a load-bearing hollow metal statue, which belongs to the technical field of artistic building structures and comprises a statue body and a supporting rigid frame. Metal surface wall panels are separately cast and are in tailor welding to form the statue body, the supporting rigid frame is built inside the statue body, supporting rib plates which are formed by means of casting extend out of middles of inner surfaces of the surface wall panels and hinged with outer ends of length-adjustable supporting connecting rods, and inner ends of the supporting connecting rods are hinged with corresponding portions of the supporting rigid frame. The load-bearing hollow metal statue is simple in supporting structure and fine in manufacturability, the supporting rib plates not only are used as connecting structures for the surface wall panels and the internal supporting rigid frame, but also have functions of reinforcing ribs, local deformation of the surface wall panels can be remarkably suppressed, centralized load is uniformly dispersed to the surface wall panels, simultaneously, the load-bearing hollow metal statue can effectively adapt to expansion deformation due to change of temperature, and thermal stress is reduced. Accordingly, the load-bearing hollow metal statue can bear high wind load and self-weight load, and the invention is quite suitable for large-sized hollow metal statues.
Description
Technical field
The present invention relates to a kind of metal system picture, the hollow metal statue is carried in especially a kind of load-bearing, belongs to the art architecture technical field of structures.
Background technology
Understand according to the applicant, existing foundry art is made forming as the copper coin welding of surface copper wallboard by individual cast of picture.In order to make the system picture have enough windproof antidetonation equivalent-load intensity,, manage again by fixedly strut and surperficial copper wallboard link together as body built supporting steel frame.But existing supporting construction not only structure is comparatively complicated, and the load-bearing loading capability is not strong, and supporting steel frame concentrates with the easy stress of surperficial copper wallboard connecting portion, and local deformation can not be satisfied the requirement that massive casting class art is made picture.
Summary of the invention
The objective of the invention is to: propose a kind of load-bearing and carry the hollow metal statue with desirable inner supporting structure.
In order to achieve the above object; Load-bearing of the present invention carry the hollow metal statue comprise by individual cast metal surface wallboard welding form as body and be structured in the inner support rigid frame of said picture body; The bearing rib of casting is extended at the inner surface middle part of said surperficial wallboard; Said bearing rib and length-adjustable support link outer end are hinged, and the corresponding position of the inner of said support link and said support rigid frame is hinged.
Supporting construction of the present invention is simple; Good manufacturability, bearing rib be not only as the syndeton of surperficial wallboard and inner support, and play the effect of reinforcement; Can significantly suppress the local deformation of surperficial wallboard; And concentrfated load evenly spread to surperficial wallboard, adaptive temperature changes the dilatation that causes effectively simultaneously, reduces thermal stress.Therefore after adopting the present invention, can bear that bigger wind carries and, very be fit to large-scale hollow metal statue and adopt, solve the difficult problem of hollow massive casting class art system practically as bearing capacity from heavy load.
Description of drawings
Below in conjunction with accompanying drawing the present invention is done further explanation.
Fig. 1 is the overall structure sketch map of one embodiment of the invention.
Fig. 2 is the cross-sectional structure sketch map of Fig. 1.
Fig. 3 is the partial enlarged drawing of Fig. 1.
Fig. 4 is the A-A cutaway view of Fig. 3.
Fig. 5 is the side view of Fig. 3.
Fig. 6 is the syndeton structure for amplifying sketch map of Fig. 1 embodiment.
The specific embodiment
Embodiment
It is as depicted in figs. 1 and 2 that the hollow metal statue is carried in the load-bearing of present embodiment, comprise by 1 welding of piecemeal cast copper surface wallboard form as body and be structured in the inner steel construction of picture body and support rigid frame 2, connect through support link 3 multiple spots between the two.Support link 3 is made up of with middle short silk 3-2 the end bar 3-1 at two ends; The abutting end of two ends bar 3-1 has respectively the reverse external screw thread that screws with two ends bar external screw thread; The two ends of short silk 3-2 have reverse internal thread, therefore can be easily through screwing the length overall of short silk adjustable support connecting rod 3.
Practice shows; The Rational structure of present embodiment not only project installation is very convenient, and concentrfated load safety that effectively will be bigger is diffused on the copper wallboard, and especially being provided with of stud avoided local deformation fully; Simultaneously the dilatation that causes of adaptive temperature effectively reduces thermal stress.The suffered various load such as wind load, gravitational load and temperature loading of picture body are passed to supporting steel frame through support link, transfer to ground again.In addition; Because M shape structure and consequent dual-gripper connecting rod in the present embodiment have not only played desirable security insurance effect, and produced one-plus-one greater than two effect; Each support place can be born 5 tons of load, has significantly improved the load ability that supports.
Above embodiment is nonrestrictive, and bearing rib also can have only the diagonal brace muscle at two ends, forms character.
Claims (6)
1. the hollow metal statue is carried in a load-bearing; Comprise by individual cast metal surface wallboard welding form as body and be structured in the inner support rigid frame of said picture body; It is characterized in that: the bearing rib of casting is extended at the inner surface middle part of said surperficial wallboard; Said bearing rib and length-adjustable support link outer end are hinged, and the corresponding position of the inner of said support link and said support rigid frame is hinged.
2. the hollow metal statue is carried in load-bearing according to claim 1; It is characterized in that: said support link is made up of with middle short silk the end bar at two ends; The abutting end of said two ends bar has reverse external screw thread, and the two ends of said short silk have respectively the reverse internal thread that screws with two ends bar external screw thread.
3. the hollow metal statue is carried in load-bearing according to claim 2; It is characterized in that: said bearing rib has the stud vertical with surperficial wallboard; Brace is extended at the two ends of said stud, and the middle part of said stud is extended vertical with it diagonal brace muscle respectively with two ends, forms M shape structure.
4. the hollow metal statue is carried in load-bearing according to claim 3, it is characterized in that: the thickness of said brace equates with the thickness of diagonal brace muscle, half the for said stud thickness.
5. the hollow metal statue is carried in load-bearing according to claim 4, it is characterized in that: the oblique angle of said brace and diagonal brace muscle is set at 25 °-35 °.
6. the hollow metal statue is carried in load-bearing according to claim 5, it is characterized in that: said support link is inner hinged with the hinged seat that is welded on support rigid frame corresponding position, and said hinged seat is positioned at the node place of said support rigid frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011103607258A CN102490531A (en) | 2011-11-15 | 2011-11-15 | Load-bearing hollow metal statue |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011103607258A CN102490531A (en) | 2011-11-15 | 2011-11-15 | Load-bearing hollow metal statue |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102490531A true CN102490531A (en) | 2012-06-13 |
Family
ID=46182408
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011103607258A Pending CN102490531A (en) | 2011-11-15 | 2011-11-15 | Load-bearing hollow metal statue |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102490531A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1100403A1 (en) * | 1982-12-17 | 1984-06-30 | Ордена Ленина И Ордена Трудового Красного Знамени Институт Электросварки Им.Е.О.Патона | Method of erecting a high monument |
| SU1168691A1 (en) * | 1984-06-06 | 1985-07-23 | Государственный Проектный И Научно-Исследовательский Институт "Укрниипроектстальконструкция" | Monument-type high-rise structure |
| SU1249140A1 (en) * | 1984-11-27 | 1986-08-07 | Государственный Проектный И Научно-Исследовательский Институт "Укрпроектстальконструкция" | High-rise structure of the monument type |
| CN1218726A (en) * | 1997-11-28 | 1999-06-09 | 傅克勤 | Mould-free direct forging and forming method for metal material sculpture |
| CN2336035Y (en) * | 1998-08-20 | 1999-09-01 | 黄新财 | Reinforced rod structure for overhead floor system |
| CN2350472Y (en) * | 1998-10-01 | 1999-11-24 | 曾绍强 | All assembly-type cradle track lifting scaffold |
| CN2736476Y (en) * | 2004-09-16 | 2005-10-26 | 马准安 | Tensioning device |
| CN201065646Y (en) * | 2007-07-19 | 2008-05-28 | 智河生 | Methane pool formwork bracket |
-
2011
- 2011-11-15 CN CN2011103607258A patent/CN102490531A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1100403A1 (en) * | 1982-12-17 | 1984-06-30 | Ордена Ленина И Ордена Трудового Красного Знамени Институт Электросварки Им.Е.О.Патона | Method of erecting a high monument |
| SU1168691A1 (en) * | 1984-06-06 | 1985-07-23 | Государственный Проектный И Научно-Исследовательский Институт "Укрниипроектстальконструкция" | Monument-type high-rise structure |
| SU1249140A1 (en) * | 1984-11-27 | 1986-08-07 | Государственный Проектный И Научно-Исследовательский Институт "Укрпроектстальконструкция" | High-rise structure of the monument type |
| CN1218726A (en) * | 1997-11-28 | 1999-06-09 | 傅克勤 | Mould-free direct forging and forming method for metal material sculpture |
| CN2336035Y (en) * | 1998-08-20 | 1999-09-01 | 黄新财 | Reinforced rod structure for overhead floor system |
| CN2350472Y (en) * | 1998-10-01 | 1999-11-24 | 曾绍强 | All assembly-type cradle track lifting scaffold |
| CN2736476Y (en) * | 2004-09-16 | 2005-10-26 | 马准安 | Tensioning device |
| CN201065646Y (en) * | 2007-07-19 | 2008-05-28 | 智河生 | Methane pool formwork bracket |
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| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20120613 |