CN104831845A - Stone curtain wall-used keel supporting system unit - Google Patents
Stone curtain wall-used keel supporting system unit Download PDFInfo
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- CN104831845A CN104831845A CN201510161923.XA CN201510161923A CN104831845A CN 104831845 A CN104831845 A CN 104831845A CN 201510161923 A CN201510161923 A CN 201510161923A CN 104831845 A CN104831845 A CN 104831845A
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- curtain wall
- column
- system unit
- stone curtain
- stone
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Abstract
The invention discloses a stone curtain wall-used keel supporting system unit, which comprises a supporting column fixedly connected with the main structure. The supporting column has a lattice column structure, and the cross section is rectangular. The supporting column comprises four vertical rods; two adjacent vertical columns are fixedly connected via a plurality of crossbeams; inclined struts are arranged between upper crossbeams and lower crossbeams on a side face formed by the two adjacent vertical columns; a plurality of pairs of transverse positioning beams are arranged on one pair of opposite side faces of the supporting column; and a plurality of pairs of straight cantilever beams and/or overhanging pieces are arranged on the other pair of opposite side faces of the supporting column. The stone curtain wall-used keel supporting system unit has the beneficial effects that the manufacturing cost is low, batch production can be realized, hidden dangers during curtain wall field construction are reduced, the construction period is effectively shortened, the field construction efficiency is improved, structural safety and beauty of the stone curtain wall can be effectively enhanced, and practicality and economy are high.
Description
Technical field
The present invention relates to the block construction of stone curtain wall spine support system, specifically, relate to a kind of stone curtain wall spine support system unit.
Background technology
Stone curtain wall is simple and practical because of it, is widely used in building decoration field.At present, the mounting method of stone curtain wall is mostly and is arranged in keel system by stone plate via hanging piece for stone, and this keel system is the lattice column structure of being built by crossbeam and column that scene processes.
Although existing keel system can realize the installation function of stone plate, but, can find from reality uses, there is following defect in existing keel system: first, existing keel system scene processing, therefore certainly will there is potential safety hazard in process, and on-the-spot processing keel system extends the construction period to a great extent, all can have an impact to operating efficiency and engineering cost; The second, when running into stronger external force and affecting, there is certain structural safety hidden danger in the keel system be only made up of crossbeam and column, less stable; 3rd, the stone curtain wall that existing keel system is installed, cannot meet the demand that mutual vertical two adjacent surfaces stone plate etc. has special formed position curtain skeleton.
For the problem described in above-mentioned correlation technique, at present effective solution is not yet proposed.
Summary of the invention
For problem above-mentioned in correlation technique, the present invention proposes a kind of stone curtain wall spine support system unit, effectively can solve the potential safety hazard existing for existing keel system, simultaneously due to its non-at-scene processing, thus effectively improve efficiency of construction, and it adopts Malus spectabilis angle to splice, thus effectively enhance third dimension and the aesthetic property of stone curtain wall.
For realizing above-mentioned technical purpose, technical scheme of the present invention is achieved in that
A kind of stone curtain wall spine support system unit, comprising what be fixedly connected with main structure is the support column of rectangle in lattice column structure, cross section, this support column comprises four root posts, wherein, adjacent two described columns are fixedly connected with by some crossbeams, and be provided with diagonal brace between upper and lower described crossbeam on the side that adjacent described column is formed, and, wherein a pair relative side of this support column is provided with some to located lateral beam, another of this support column is some to straight outrigger and/or part of encorbelmenting to relative side is provided with.
Further, described in each, one end of straight outrigger is connected to the corresponding described column on described support column side, and the other end is then connected with hanging piece for stone.
Further, part of encorbelmenting described in each comprises the horizontal clamped beam being provided with fixing hole, and the two ends of described horizontal clamped beam are connected to the corresponding described column on described support column side via an outrigger respectively.
Further, somely locating hole is provided with on described located lateral beam.
Further, the often pair of described located lateral beam up and down between distance, in part of encorbelmenting described in often pair two described horizontal clamped beams up and down between distance and often pair of described straight outrigger up and down between distance all and the spacing of the hanging piece for stone of pre-installation match.
Further, described located lateral beam, described straight outrigger, described horizontal clamped beam, described outrigger, described column, described crossbeam and described diagonal brace are made by angle steel.
Further, described main structure and described support column are fixedly connected with by some channel-section steel adaptors.
Further, column described in each is formed by fixedly connecting by connector by some unit columns, and wherein, described connector is connected with the unit column spiral of its upper end and fixedly welds with the connector of its lower end.
Beneficial effect of the present invention: cost of manufacture of the present invention is low and can be mass, which reduce the potential safety hazard of curtain wall site operation simultaneously, and effectively shorten the construction period, improve the efficiency of site operation, further, the present invention can make the splicing of the stone plate in vertical two adjacent surfaces easily realize and can make to form Malus spectabilis angle (staggered floor) between the stone plate in vertical two adjacent surfaces effectively to strengthen safety of structure and the aesthetic property of stone curtain wall, and then has higher practicality and economy.
Accompanying drawing explanation
In order to be illustrated more clearly in the embodiment of the present invention or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment below, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the stone curtain wall spine support system unit according to the embodiment of the present invention;
Fig. 2 is the assembling schematic diagram of the stone curtain wall spine support system cellular installation stone plate according to the embodiment of the present invention;
Fig. 3 is the assembling effect schematic diagram of the stone curtain wall spine support system cellular installation stone plate according to the embodiment of the present invention.
In figure:
1, main structure; 2, column; 3, crossbeam; 4, diagonal brace; 5, located lateral beam; 6, straight outrigger; 7, hanging piece for stone; 8, horizontal clamped beam; 9, outrigger; 10, channel-section steel adaptor; 11, stone plate one; 12, stone plate two; 13, stone plate three; 14, Malus spectabilis angle; 15, angle steel suspension member; 16, aluminium alloys suspension member; 17, brace; 18, back-trough suspension member.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, be clearly and completely described the technical scheme in the embodiment of the present invention, obviously, described embodiment is only the present invention's part embodiment, instead of whole embodiments.Based on the embodiment in the present invention, the every other embodiment that those of ordinary skill in the art obtain, all belongs to the scope of protection of the invention.
As Figure 1-3, a kind of stone curtain wall spine support system unit according to embodiments of the invention, comprise be fixedly connected with main structure 1 in lattice column structure, cross section is the support column of rectangle, this support column comprises four root posts 2, wherein, adjacent two described columns 2 are fixedly connected with by some crossbeams 3, and be provided with diagonal brace 4 between upper and lower described crossbeam 3 on the side that adjacent described column 2 is formed, and, wherein a pair relative side of this support column is provided with some to located lateral beam 5, another of this support column is some to straight outrigger 6 and/or part of encorbelmenting to relative side is provided with.
In addition, in a specific embodiment, described in each, one end of straight outrigger 6 is connected to the corresponding described column 2 on described support column side, and the other end is then connected with hanging piece for stone 7.
In addition, in a specific embodiment, part of encorbelmenting described in each comprises the horizontal clamped beam 8 being provided with fixing hole, and the two ends of described horizontal clamped beam 8 are connected to the corresponding described column 2 on described support column side via an outrigger 9 respectively.
In addition, in a specific embodiment, somely locating hole is provided with on described located lateral beam 5.
In addition, in a specific embodiment, the distance in the distance between often pair of described located lateral beam about 5, part of encorbelmenting described in often pair between two described horizontal clamped beams about 8 and the distance between often pair of described straight outrigger about 6 all and the spacing of the hanging piece for stone of pre-installation match.
In addition, in a specific embodiment, described located lateral beam 5, described straight outrigger 6, described horizontal clamped beam 8, described outrigger 9, described column 2, described crossbeam 3 and described diagonal brace 4 are made by angle steel.
In addition, in a specific embodiment, described main structure 1 and described support column are fixedly connected with by some channel-section steel adaptors 10.
In addition, in a specific embodiment, column 2 described in each is formed by fixedly connecting by connector by some unit columns, and wherein, described connector is connected with the unit column spiral of its upper end and fixedly welds with the connector of its lower end.
Conveniently understand technique scheme of the present invention, below by way of in concrete mode of occupation, technique scheme of the present invention is described in detail.
When specifically using, the shape of the stone plate that support column side is installed (comprising its width etc.) can be identical or different, should demand be built according to reality and set, therefore, as described in Figure 2, support column side is wanted respectively the stone plate one 11(cross section of pre-installation different in width and shape U-shaped), stone plate two 12(cross section is L-type), stone plate three 13(cross section is L-type).
When installing stone plate 1, the top of stone plate 1, relevant position, bottom first install two hanging piece for stone 7 respectively, then, each hanging piece for stone 7 is positioned on the locating hole of respective transversal positioning beam 5 via bolt, nut, to complete the installation of stone plate 1.
When installing stone plate 2 12, similarly, the top of stone plate 2 12, relevant position, bottom first install two hanging piece for stone 7 respectively, then, each hanging piece for stone 7 is positioned on the fixing hole of respective transversal clamped beam 8 via bolt, nut, to complete the installation of stone plate 2 12.
When installing stone plate 3 13, the top of stone plate 3 13, relevant position, bottom first install what a hanging piece for stone 7 respectively, then, each hanging piece for stone 7 is positioned on the through hole of respective straight outrigger 6 via bolt, nut, to complete the installation of stone plate 3 13.
In actual use, in the extension elongation of straight outrigger 6 and part of encorbelmenting, the extension elongation of outrigger 9 can design according to the splicing shape of the stone plate in vertical two adjacent surfaces, straight outrigger 6, encorbelment part can in factory batch machining make or according to demand at the scene processing make.By the design of the outrigger 9 to straight outrigger 6, part of encorbelmenting, can make to form Malus spectabilis angle 14 between the stone plate in vertical two adjacent surfaces, as shown in Figure 3, thus effectively enhance third dimension and the aesthetic property of stone curtain wall.
In practice, hanging piece for stone 7 generally comprises angle steel suspension member 15, aluminium alloys suspension member 16, brace 17 and back-trough suspension member 18, but is not limited to this.
In sum, cost of manufacture of the present invention is low and can be mass, which reduce the potential safety hazard of curtain wall site operation simultaneously, and effectively shorten the construction period, improve the efficiency of site operation, further, the present invention can make the splicing of the stone plate in vertical two adjacent surfaces easily realize and can make to form Malus spectabilis angle (staggered floor) between the stone plate in vertical two adjacent surfaces effectively to strengthen safety of structure and the aesthetic property of stone curtain wall, and then has higher practicality and economy.
The foregoing is only preferred embodiment of the present invention, not in order to limit the present invention, within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (8)
1. a stone curtain wall spine support system unit, it is characterized in that, comprise be fixedly connected with main structure (1) in lattice column structure, cross section is the support column of rectangle, this support column comprises four root posts (2), wherein, adjacent two described columns (2) are fixedly connected with by some crossbeams (3), and be positioned between the upper and lower described crossbeam (3) on side that adjacent described column (2) forms and be provided with diagonal brace (4), and, wherein a pair relative side of this support column is provided with some to located lateral beam (5), another of this support column is some to straight outrigger (6) and/or part of encorbelmenting to relative side is provided with.
2. stone curtain wall spine support system unit according to claim 1, is characterized in that, described in each, one end of straight outrigger (6) is connected to the corresponding described column (2) on described support column side, and the other end is then connected with hanging piece for stone (7).
3. stone curtain wall spine support system unit according to claim 1, it is characterized in that, part of encorbelmenting described in each comprises the horizontal clamped beam (8) being provided with fixing hole, and the two ends of described horizontal clamped beam (8) are connected to the corresponding described column (2) on described support column side via an outrigger (9) respectively.
4. stone curtain wall spine support system unit according to claim 1, is characterized in that, is somely provided with locating hole on described located lateral beam (5).
5. according to the spine support system unit of the stone curtain wall described in claim 3, it is characterized in that, the often pair of described located lateral beam (5) up and down between distance, in part of encorbelmenting described in often pair two described horizontal clamped beams (8) up and down between distance and often pair of described straight outrigger (6) up and down between distance all match with the spacing of the hanging piece for stone of pre-installation.
6. according to the spine support system unit of the stone curtain wall described in claim 3, it is characterized in that, described located lateral beam (5), described straight outrigger (6), described horizontal clamped beam (8), described outrigger (9), described column (2), described crossbeam (3) and described diagonal brace (4) are made by angle steel.
7. stone curtain wall spine support system unit according to claim 1, is characterized in that, described main structure (1) and described support column are fixedly connected with by some channel-section steel adaptors (10).
8. stone curtain wall spine support system unit according to claim 1, it is characterized in that, column described in each (2) is formed by fixedly connecting by connector by some unit columns, wherein, described connector is connected with the unit column spiral of its upper end and fixedly welds with the connector of its lower end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510161923.XA CN104831845A (en) | 2015-04-07 | 2015-04-07 | Stone curtain wall-used keel supporting system unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510161923.XA CN104831845A (en) | 2015-04-07 | 2015-04-07 | Stone curtain wall-used keel supporting system unit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104831845A true CN104831845A (en) | 2015-08-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510161923.XA Withdrawn CN104831845A (en) | 2015-04-07 | 2015-04-07 | Stone curtain wall-used keel supporting system unit |
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| Country | Link |
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| CN (1) | CN104831845A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487569A (en) * | 2018-06-07 | 2018-09-04 | 济南历下控股集团有限公司 | A kind of assembled curtain wall decoration rod structure and method |
| CN110016985A (en) * | 2019-04-19 | 2019-07-16 | 中铁建设集团有限公司 | Stone curtain wall assembled angle steel lattice spine support system and its construction |
-
2015
- 2015-04-07 CN CN201510161923.XA patent/CN104831845A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487569A (en) * | 2018-06-07 | 2018-09-04 | 济南历下控股集团有限公司 | A kind of assembled curtain wall decoration rod structure and method |
| CN110016985A (en) * | 2019-04-19 | 2019-07-16 | 中铁建设集团有限公司 | Stone curtain wall assembled angle steel lattice spine support system and its construction |
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| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20150812 |