CN203834756U - Keel support system unit used for stone curtain wall - Google Patents
Keel support system unit used for stone curtain wall Download PDFInfo
- Publication number
- CN203834756U CN203834756U CN201420165104.3U CN201420165104U CN203834756U CN 203834756 U CN203834756 U CN 203834756U CN 201420165104 U CN201420165104 U CN 201420165104U CN 203834756 U CN203834756 U CN 203834756U
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- China
- Prior art keywords
- support column
- column
- outrigger
- support system
- keel
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- Expired - Lifetime
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- 239000004575 stone Substances 0.000 title claims abstract description 65
- 238000009434 installation Methods 0.000 claims description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 238000010276 construction Methods 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 238000003754 machining Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 4
- 239000000725 suspension Substances 0.000 description 3
- 241001481296 Malus spectabilis Species 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Abstract
The utility model discloses a keel support system unit used for a stone curtain wall. The keel support system unit comprises a support column, slant supports, transverse positioning beams, positioning holes and straight cantilever beams or cantilever pieces, wherein the support column is of a latticed column structure, the cross section of the support column is rectangular, the support column comprises four stand columns, and every two stand columns are mutually connected through a preset number of beams; the slant supports are arranged between every two vertically adjacent beams on the same plane of the support column; the multiple pairs of transverse positioning beams are arranged between two stand columns on the front face of the support column; the positioning holes are formed in the transverse positioning beams; the multiple pairs of straight cantilever beams or cantilever pieces are arranged on the stand columns on the left side face or the right side face of the support column. The keel support system unit can be manufactured in batches and is low in manufacturing cost, potential safety hazards of field machining are reduced, construction cycle is shortened, work efficiency is improved, and structural safety and attractiveness of the stone curtain wall are improved.
Description
Technical field
The utility model relates to the block construction of a kind of stone curtain wall keel support system, belongs to stone curtain wall keel field.
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 stone plate is arranged in keel system via hanging piece for stone, and keel system is lattice column structure that scene processes, that built by crossbeam and column.
Although existing keel system can realize the installation function of stone plate, but, from being used, reality can find, there is following defect in existing keel system: first, existing keel system is on-the-spot processing, therefore certainly will have potential safety hazard in process, and on-the-spot processing keel system extended the construction period to a great extent, all can exert an influence to operating efficiency and engineering cost.The second, in the time running into stronger external force and affect, there is certain structural safety hidden danger, less stable in the keel system being only made up of crossbeam and column.The 3rd, for the stone curtain wall of installing via existing keel system, between the stone plate in its vertical two adjacent surfaces, be spliced into angle, the splicing of spelling dihedral formula was both wasted time and energy, and can form vertical masonry joint one, had a strong impact on the aesthetic property of curtain wall.
Utility model content
The purpose of this utility model is to provide a kind of keel support system unit for stone curtain wall, this stone curtain wall is low by keel support system unit cost of manufacture, can be mass, and has shortened the construction period, improve operating efficiency, and improved safety of structure and the aesthetic property of stone curtain wall.
To achieve these goals, the utility model has adopted following technical scheme:
A kind of keel support system unit for stone curtain wall, it is characterized in that: it comprises and is lattice column structure, the rectangular support column of cross section, this support column comprises four columns, between adjacent two these columns, be connected to each other via the crossbeam of setting quantity, between two neighbouring these crossbeams on this support column the same face, be provided with diagonal brace; Between two these columns on before this support column, be provided with multipair located lateral beam, on each this located lateral beam, offer locating hole; On this column on this support column left and right side, be provided with multipair straight outrigger or the multipair part of encorbelmenting.
In actual design, one end of each described straight outrigger is connected with the corresponding described column on described support column side; The part of encorbelmenting described in each comprises the horizontal clamped beam that offers fixing hole, and the two ends of this horizontal clamped beam are connected with the corresponding described column on described support column side via an outrigger respectively.
In actual design, the height of the distance between every pair of described located lateral beam is upper and lower and the stone plate of pre-installation is suitable; The height of the distance between two the described horizontal clamped beams in part of encorbelmenting described in every pair are upper and lower and the stone plate of pre-installation is suitable; The height of the distance between every pair of straight outrigger is upper and lower and the stone plate of pre-installation is suitable.
Preferably, only between two the neighbouring described crossbeams on described support column left and right side, described diagonal brace is set.
Described located lateral beam is made up of angle steel.Described straight outrigger, described horizontal clamped beam, described outrigger are made by angle steel.Described column, described crossbeam, described diagonal brace are made by angle steel.
The utility model has the advantages that:
1, the utility model keel support system unit is the stressed and support system of a kind of square space, has improved the safety of structure of stone curtain wall.
2, the utility model can be realized batch machining production, has greatly shortened the construction period, has reduced the potential safety hazard of on-the-spot processing, has improved operating efficiency, has reduced engineering cost.
3, the each parts in the utility model are mainly made up of angle steel, greatly reduce cost of manufacture.
4, the part of encorbelmenting in the utility model can make the splicing of the stone plate in vertical two adjacent surfaces easily realize with the design of straight outrigger, and can make to form Malus spectabilis angle (staggered floor) between the stone plate in vertical two adjacent surfaces, to strengthen third dimension and the aesthetic property of stone curtain wall.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the Assembly Instruction Device figure that stone plate is installed on the utility model.
Fig. 3 is the effect schematic diagram that installs stone plate on the utility model.
Detailed description of the invention
As shown in Figure 1 to Figure 3, the utility model stone curtain wall comprises and is lattice column structure with keel support system unit, the support column that cross section is rectangular, this support column comprises four columns 11, between adjacent two these columns 11, be connected to each other via the crossbeam 12 of setting quantity, between two neighbouring these crossbeams 12 on this support column the same face, be provided with diagonal brace 13, crossbeam 12 is connected as a single entity four columns 11 with diagonal brace 13, so that this support column has four faces, before being called in the utility model, below and left, right flank, left surface, right flank can be referred to as side, between two on before this support column these columns 11, be provided with multipair located lateral beam, every pair of located lateral beam is made up of two located lateral beams 14, on each this located lateral beam 14, offers locating hole (not marking in figure), on this column 11 on this support column left surface, right flank, be provided with multipair straight outrigger or the multipair part of encorbelmenting, according to reality building demand, on column 11 on support column left surface, can be provided with multipair straight outrigger or the multipair part of encorbelmenting, on the column 11 on support column right flank, can be provided with multipair straight outrigger or the multipair part of encorbelmenting.
As Fig. 1, every pair of straight outrigger is made up of two straight outriggers 17, and one end of each straight outrigger 17 is directly connected with the corresponding column 11 on support column one side, and the other end of this straight outrigger 17 is used for installing hanging piece for stone 20.
As Fig. 1, the every pair of part of encorbelmenting is made up of two parts of encorbelmenting, each this part of encorbelmenting comprises the horizontal clamped beam 15 that offers fixing hole (not marking in figure), the two ends of this horizontal clamped beam 15 should be connected by column 11 with the phase on this support column one side via an outrigger 16 respectively, and each part of encorbelmenting is arranged between two these columns 11 on support column one side.
As Fig. 2, two these columns 11 on after this support column are for being fixedly connected with main structure 50.
In actual design, the cross section of support column can be rectangle or square, before support column the width of the upper stone plate of installing should with support column before width suitable, and the width of the stone plate of installing on support column side can be set according to actual building demand.
In actual design, in every pair of located lateral beam, the distance of two located lateral beams between Shang Xia 14 should be suitable with the height of the stone plate of pre-installation, in the every pair of part of encorbelmenting, the distance of two horizontal clamped beams between Shang Xia 15 also should be suitable with the height of the stone plate of corresponding pre-installation, and in every pair of straight outrigger, the distance of two straight outriggers between Shang Xia 17 also should be suitable with the height of the stone plate of corresponding pre-installation.
And between every pair of located lateral beam and every pair of located lateral beam, the distance between adjacent two located lateral beams 14 should be determined depending on the spacing between distance and corresponding upper and lower two stone plates between two located lateral beams in every pair of located lateral beam are Shang Xia 14.Similarly, every pair of encorbelment part and the every pair distance between adjacent two horizontal clamped beams 15 between part of encorbelmenting should be determined depending on the distance between two horizontal clamped beams in the every pair of part of encorbelmenting are Shang Xia 15 and the spacing between corresponding upper and lower two stone plates.Similarly, between every pair of straight outrigger and every pair of straight outrigger, the distance between adjacent two straight outriggers 17 should be determined depending on the distance between two straight outriggers in every pair of straight outrigger are Shang Xia 17 and the spacing between corresponding upper and lower two stone plates.
In actual design, ensureing, on the basis of Stability Analysis of Structures and safety, preferably, between two the neighbouring crossbeams 12 on support column left surface, right flank, diagonal brace 13 to be set, as shown in Figure 2.
In actual design, usually, on located lateral beam 14, offer two locating holes, as shown in Figure 1, similarly, laterally on clamped beam 15, offer two fixing holes.
In the time of actual fabrication, column 11, crossbeam 12, diagonal brace 13 can be made by angle steel.Located lateral beam 14 also can be made up of angle steel.In addition, straight outrigger 17, horizontal clamped beam 15, outrigger 16 also can be made up of angle steel.Between straight outrigger 17 and outrigger 16, can substitute mutually.
In the utility model, between corresponding each parts, can adopt welding to realize and connect, for example two ends of located lateral beam 14 are welded on respectively on corresponding column 11.
While using the utility model, two these columns 11 on after support column in the utility model are fixedly connected with main structure 50 via corresponding channel-section steel adaptor 60, and between two neighbouring the utility model, by joint pin, (not shown, Fig. 2 and Fig. 3 only show a utility model.Joint pin can adopt the angle steel with column 11 models of the same race) connect corresponding two column 11 ends up and down, to realize two of the present utility model being connected, construct whole keel support system with this, wherein, joint pin adopts welding manner to be connected with column 11 ends below it, adopts bolt mode to be connected with column 11 ends above it.
After whole keel support system builds, just can start to install stone plate.
As shown in Figure 2, according to building demand, between two of the support column left surface shown in figure these columns 11, the multipair part of encorbelmenting has been installed, and on this column 11 of support column right flank, multipair straight outrigger has been installed.
In practice, before support column, the shape (comprising its width etc.) of the stone plate installed on two sides can be identical or different, should set according to the reality demand of building, therefore, as Fig. 2, before support column, left surface, right flank want respectively stone plate 31 (it is U-shaped that cross section is), stone plate 32 (cross section is L-type), the stone plate 33 (cross section is L-type) of pre-installation different in width and shape.
When stone plate 31 is installed, on the top of stone plate 31, relevant position, bottom, first install respectively two hanging piece for stone 20, then, each hanging piece for stone 20 is positioned at via bolt, nut on the locating hole of respective transversal positioning beam 14, to complete the installation of stone plate 31.
When stone plate 32 is installed, similarly, on the top of stone plate 32, relevant position, bottom, first install respectively two hanging piece for stone 20, then, each hanging piece for stone 20 is positioned at via bolt, nut on the fixing hole of respective transversal clamped beam 15, to complete the installation of stone plate 32.
When stone plate 33 is installed, on the top of stone plate 33, relevant position, bottom, what a hanging piece for stone 20 is first installed respectively, then, the through hole (not marking in figure) that each hanging piece for stone 20 is positioned to respective straight outrigger 17 via bolt, nut is upper, to complete the installation of stone plate 33.
In actual use, in the extension elongation of straight outrigger 17 and the part of encorbelmenting, the extension elongation of outrigger 16 can design according to the splicing shape of the stone plate in vertical two adjacent surfaces, and straight outrigger 17, the part of encorbelmenting can batch machining be made or process and make at the scene according to demand in factory.By the design of the outrigger 16 to straight outrigger 17, the part of encorbelmenting, can make to form Malus spectabilis angle 40 between the stone plate in vertical two adjacent surfaces, as shown in Figure 3, thus third dimension and the aesthetic property of enhancing stone curtain wall.
In practice, hanging piece for stone 20 generally comprises angle steel suspension member 21, aluminium alloys suspension member 22, brace 23 and back-trough suspension member 24, but is not limited to this.
The utility model has the advantages that:
The utility model can be mass, and cost of manufacture is low, has reduced the potential safety hazard of on-the-spot processing, has shortened the construction period, has improved operating efficiency, and has improved safety of structure and the aesthetic property of stone curtain wall.
The above is preferred embodiment of the present utility model and the know-why used thereof; for a person skilled in the art; in the situation that not deviating from spirit and scope of the present utility model; any apparent change such as equivalent transformation, simple replacement based on technical solutions of the utility model basis, within all belonging to the utility model protection domain.
Claims (7)
1. a keel support system unit for stone curtain wall, it is characterized in that: it comprises and is lattice column structure, the rectangular support column of cross section, this support column comprises four columns, between adjacent two these columns, be connected to each other via the crossbeam of setting quantity, between two neighbouring these crossbeams on this support column the same face, be provided with diagonal brace; Between two these columns on before this support column, be provided with multipair located lateral beam, on each this located lateral beam, offer locating hole; On this column on this support column left and right side, be provided with multipair straight outrigger or the multipair part of encorbelmenting.
2. keel support system as claimed in claim 1 unit, is characterized in that:
One end of each described straight outrigger is connected with the corresponding described column on described support column side;
The part of encorbelmenting described in each comprises the horizontal clamped beam that offers fixing hole, and the two ends of this horizontal clamped beam are connected with the corresponding described column on described support column side via an outrigger respectively.
3. keel support system as claimed in claim 2 unit, is characterized in that:
The height of the distance between every pair of described located lateral beam is upper and lower and the stone plate of pre-installation is suitable;
The height of the distance between two the described horizontal clamped beams in part of encorbelmenting described in every pair are upper and lower and the stone plate of pre-installation is suitable;
The height of the distance between every pair of straight outrigger is upper and lower and the stone plate of pre-installation is suitable.
4. keel support system as claimed in claim 1 unit, is characterized in that:
Only between two the neighbouring described crossbeams on described support column left and right side, described diagonal brace is set.
5. the keel support system unit as described in any one in claim 1 to 4, is characterized in that:
Described located lateral beam is made up of angle steel.
6. keel support system unit as claimed in claim 2 or claim 3, is characterized in that:
Described straight outrigger, described horizontal clamped beam, described outrigger are made by angle steel.
7. keel support system as claimed in claim 1 unit, is characterized in that:
Described column, described crossbeam, described diagonal brace are made by angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420165104.3U CN203834756U (en) | 2014-04-04 | 2014-04-04 | Keel support system unit used for stone curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420165104.3U CN203834756U (en) | 2014-04-04 | 2014-04-04 | Keel support system unit used for stone curtain wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203834756U true CN203834756U (en) | 2014-09-17 |
Family
ID=51512616
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420165104.3U Expired - Lifetime CN203834756U (en) | 2014-04-04 | 2014-04-04 | Keel support system unit used for stone curtain wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203834756U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108612235A (en) * | 2018-04-20 | 2018-10-02 | 中国建筑第八工程局有限公司 | The construction method of complicated high relief plastic arts stone curtain wall |
| 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 |
-
2014
- 2014-04-04 CN CN201420165104.3U patent/CN203834756U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108612235A (en) * | 2018-04-20 | 2018-10-02 | 中国建筑第八工程局有限公司 | The construction method of complicated high relief plastic arts stone curtain wall |
| 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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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: BEIJING CRCC DECORATION ENGINEERING CO., LTD. Free format text: FORMER OWNER: ZHONGTIE CONSTRUCTION GROUP CORPORATION LIMITED Effective date: 20150709 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150709 Address after: 100043, room 20, 712 Shijingshan Road, Beijing, Shijingshan District Patentee after: BEIJING ZHONGTIE DECORATION ENGINEERING CO.,LTD. Address before: 100131 Shijingshan Road, Beijing, No. 20, China Railway Development Building, No. Patentee before: CHINA RAILWAY CONSTRUCTION GROUP Co.,Ltd. |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20180703 Address after: 100043 Shijingshan Road, Shijingshan District, Beijing, room 712, room 20 Co-patentee after: CHINA RAILWAY CONSTRUCTION GROUP BEIJING ENGINEERING Co.,Ltd. Patentee after: BEIJING ZHONGTIE DECORATION ENGINEERING CO.,LTD. Address before: 100043 Shijingshan Road, Shijingshan District, Beijing, room 712, room 20 Patentee before: BEIJING ZHONGTIE DECORATION ENGINEERING CO.,LTD. |
|
| TR01 | Transfer of patent right | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140917 |