CN211923164U - Camber hyperbolic glass curtain wall - Google Patents
Camber hyperbolic glass curtain wall Download PDFInfo
- Publication number
- CN211923164U CN211923164U CN202020520534.8U CN202020520534U CN211923164U CN 211923164 U CN211923164 U CN 211923164U CN 202020520534 U CN202020520534 U CN 202020520534U CN 211923164 U CN211923164 U CN 211923164U
- Authority
- CN
- China
- Prior art keywords
- stand
- camber
- section
- fossil fragments
- curtain wall
- 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 - Fee Related
Links
Images
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a camber hyperbolic glass curtain wall, including a plurality of stand fossil fragments, the stand fossil fragments include the section of erectting at the top and the camber section of bottom, and the top of camber section is connected with the section of erectting, and the bottom extends to the inboard, and the stand fossil fragments rear end of camber section is along transversely twisting, the stand fossil fragments of erectting the section and being connected with the camber section are the stand, and the stand fossil fragments of camber section and the section of erectting are connected for the stand down, are provided with between stand and the stand down along horizontal buried plate, the upper surface and the last stand welded connection of buried plate, lower surface and stand welded connection down, and adjacent stand down in the camber portion sets up with one heart and transversely twists reverse down, and the horizontal angle of twisting of the one end of camber portion top to the stand down of the other end of camber section bottom is crescent in proper order. The ice mark effect that the ice skate blade scratches the ice surface is shown, the vertical outward-tilting and transverse-twisting model of the glass curtain wall is realized, and the blank of the installation technology of the vertical outward-tilting and transverse-twisting glass curtain wall is filled.
Description
Technical Field
The utility model belongs to glass curtain wall construction field, in particular to camber hyperbolic glass curtain wall.
Background
Architectural shape refers to a combination of three-dimensional physical entities that make up a space, the purpose of which is to give the building a general feel. It can also be said that various models are built on the basis of the existing plane function benchmark.
The winter training hall is the place that professional or professional sportsman trained in winter non-season provides, in order to the bandwagon effect of drawing the "ice mark" of ice surface, need design into vertical camber and the horizontal torsional molding in the outward appearance of access & exit one end, and the installation technique to vertical camber and horizontal torsional glass curtain wall is blank at present.
SUMMERY OF THE UTILITY MODEL
The utility model provides a camber hyperbolic glass curtain wall for realize the vertical camber of glass curtain wall and the horizontal torsional molding, filled vertical camber and the horizontal torsional glass curtain wall's installation technique blank.
In order to achieve the above purpose, the utility model adopts the following technical scheme: a camber double-curvature glass curtain wall comprises a plurality of upright keels, a plurality of cross beams, a plurality of glass and aluminum plates, wherein the upright keels are vertically provided with a plurality of rows, the cross beams are transversely arranged between adjacent rows of upright keels, the glass is arranged on the upright keels and the cross beams, the upright keels are in a rectangular tube shape, each upright keel comprises a vertical section at the top and a camber section at the bottom, the top of each camber section is connected with the vertical section, the bottom of each camber section extends towards the inner side, the rear end of each camber section of each upright keel is transversely twisted, the upright keels of the vertical section connected with the camber sections are upper upright columns, the upright keels of the camber sections connected with the vertical sections are lower upright columns, a buried plate along the transverse direction is arranged between the upper upright columns and the lower upright columns, the upper surface of the buried plate is welded with the upper upright columns, the lower surface of each buried plate is welded with the lower, the transverse torsion angle of the lower upright post from one end of the top of the camber part to the other end of the bottom of the camber section is gradually increased in sequence.
Through adopting above-mentioned technical scheme, the vertical setting of stand fossil fragments at top, the stand fossil fragments extroversion setting of bottom, form the extroversion molding, and have the horizontal torsion between lower stand and the last stand, it transversely twists reverse to have between the lower stand, and the horizontal torsion angle of the lower stand of the one end of extroversion portion top to the other end of extroversion section bottom is crescent in proper order, demonstrate the "ice mark" effect that the skates crossed the ice surface, realize the vertical extroversion of glass curtain wall and the shaping of transversely twisting, filled the installation technical blank of vertical extroversion and the glass curtain wall of transversely twisting.
Preferably, the maximum deviation value of the upper upright column and the lower upright column in the width direction is b, the maximum deviation value of the upper upright column and the lower upright column in the length direction is h, the length of the embedded plate is larger than h +20mm, and the width of the embedded plate is larger than b +20 mm.
Through adopting above-mentioned technical scheme, the size of burying the board can be completely with last stand and lower stand correspond the connection and respectively more than 10mm all around, connection structure is stable, construction convenient operation will bury the board and surpass the position of last stand and lower stand and grind the level after the connection is accomplished.
Preferably, the top end of the lower upright post is of a flattened structure.
Through adopting above-mentioned technical scheme, in order to make things convenient for camber bent part's connection construction convenience, the top of adopting the stand is cut level for the buried plate can be fully welded with last stand and lower stand, and connection stability is stronger.
Preferably, the thickness of the embedded plate is not less than that of the upright keel.
By adopting the technical scheme, the embedded plate has enough rigidity and meets the connected torsional load.
Preferably, the middle parts of two sides of the buried plate are respectively welded with the inserting cores, the two inserting cores are respectively arranged along the length direction of the upper stand column and the lower stand column, and the upper stand column and the lower stand column are respectively fitted and sleeved outside the two inserting cores.
Through adopting above-mentioned technical scheme, the lock pin can play prepositioning and strengthen the effect of connecting stability between the stand fossil fragments, and the cross sectional dimension of lock pin is less than the inboard cross sectional dimension of stand fossil fragments.
Preferably, the welding seam of the upper upright column and the buried plate and the welding seam of the lower upright column and the buried plate are penetration welding and three-level welding seams.
Through adopting above-mentioned technical scheme, go up stand and lower stand respectively with bury the welded connection intensity of board higher, structural stability is higher, overall quality is higher.
The beneficial effects of the utility model are embodied in: the vertical setting of stand fossil fragments at top, the stand fossil fragments extroversion setting of bottom, form the extroversion molding, and have the transverse torsion between stand and the last stand down, transverse torsion has between the stand down, and the transverse torsion angle of the lower stand of the one end of extroversion portion top to the other end of extroversion section bottom is crescent in proper order, demonstrate the skates and draw the "ice mark" effect of ice surface, realize the vertical extroversion of glass curtain wall and transverse torsion's molding, filled the installation technical blank of vertical extroversion and transverse torsion's glass curtain wall.
Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention; the primary objects and other advantages of the invention may be realized and attained by the structure particularly pointed out in the written description.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present invention;
fig. 2 is a schematic connection diagram of an upper column and a lower column according to an embodiment of the present invention;
FIG. 3 is a top cross-sectional view of the connection of the upper and lower uprights of an embodiment of the present invention;
fig. 4 is an optional modified view of the buried plate according to the embodiment of the present invention.
Reference numerals: 1. a column keel; 2. a vertical section; 3. a camber section; 4. an upper upright post; 5. a lower upright post; 6. burying a plate; 7. and (4) inserting cores.
Detailed Description
The technical solutions of the present invention are described in detail below by way of examples, which are only exemplary and can be used only for explaining and explaining the technical solutions of the present invention, but not for explaining the limitations of the technical solutions of the present invention.
With reference to fig. 1-3, a camber double-curvature glass curtain wall comprises a plurality of upright keels 1, a plurality of cross beams, a plurality of glass and aluminum plates, wherein the upright keels 1 are vertically provided with a plurality of rows, the cross beams are transversely arranged between adjacent rows of upright keels 1, the glass is arranged on the upright keels 1 and the cross beams, the upright keels 1 are made of steel and are in a rectangular tube shape, the cross beams are made of aluminum profiles, the upright keels 1 comprise upright sections at the tops and camber sections 3 at the bottoms, the upright sections and the camber sections 3 are both arc-shaped, the tops of the camber sections 3 are connected with the upright sections, the bottoms of the camber sections extend inwards, the rear ends of the upright keels 1 of the camber sections 3 are transversely twisted, the upright keels 1 of the upright sections connected with the camber sections 3 are upper upright columns 4, the upright keels 1 of the camber sections 3 are lower upright columns 5, and buried plates 6 in the transverse direction are, the buried plate 6 is a steel plate, all surpasss the upper column 4 and the lower column 5 all around, and the upper surface of the buried plate 6 is connected with the upper column 4 in a welding manner, and the lower surface is connected with the lower column 5 in a welding manner, and the adjacent lower column 5 in the camber portion is concentrically arranged and transversely twisted, and the transverse twisting angle of the lower column 5 from one end of the top of the camber portion to the other end of the camber section 3 is gradually increased.
The vertical setting of stand fossil fragments 1 at top, the setting of 1 extroversion of stand fossil fragments of bottom, form the extroversion molding, and it transversely twists reverse to have between lower stand 5 and the last stand 4, it transversely twists reverse to have between the lower stand 5, and the one end at extroversion portion top is gradually increased to the horizontal angle of twisting of the lower stand 5 of the other end of 3 bottoms of extroversion section in proper order, demonstrate "ice mark" effect that the skates crossed the ice surface, the crookedness of its bottom is greater than the crookedness of top circular arc, be greater than the molding that realizes the vertical extroversion of glass curtain wall and transversely twists reverse, vertical extroversion and the installation technique blank of the glass curtain wall that transversely twists reverse have.
The maximum deviation value of the upper upright post 4 and the lower upright post 5 in the width direction is b, the maximum deviation value of the upper upright post 4 and the lower upright post 5 in the length direction is h, the length of the embedded plate 6 is larger than h +20mm, and the width of the embedded plate 6 is larger than b +20 mm. The size of the buried plate 6 can completely connect the upper upright post 4 with the lower upright post 5 correspondingly and increase 10mm all around, the connection structure is stable, the construction operation is convenient, and the part of the buried plate 6 exceeding the upper upright post 4 and the lower upright post 5 is ground flat after the connection is finished.
The top of lower stand 5 is for shakeing the structure, and for the convenience of the connection construction of camber bent part, the top of adopting last stand 4 is shakeed for buried plate 6 can be fully welded with last stand 4 and lower stand 5, and connection stability is stronger. The thickness of the buried plate 6 is not less than that of the upright keel 1, and the buried plate 6 has enough rigidity to meet the torsional load of connection.
With reference to fig. 4, the middle parts of the two sides of the buried plate 6 are respectively welded with the insertion core 7, the two insertion cores 7 are respectively arranged along the length directions of the upper upright post 4 and the lower upright post 5, the upper upright post 4 and the lower upright post 5 are respectively fitted and sleeved outside the two insertion cores 7, the cross section size of the insertion core 7 is smaller than the cross section size inside the upright post keel 1, the insertion core 7 can play the roles of pre-positioning and strengthening the connection stability between the upright post keels 1, and the insertion core 7 can be in a solid column shape or a.
The welding seam of the upper upright column 4 and the embedded plate 6 and the welding seam of the lower upright column 5 and the embedded plate 6 are penetration welding and three-level welding seams, the welding connection strength of the upper upright column 4 and the lower upright column 5 with the embedded plate 6 is high, the structural stability is high, and the overall quality is high.
Construction preparation work such as model building and aluminum plate glass material lifting → measurement paying-off → keel positioning → bottom outwards-inclined steel rectangular pipe column installation → welding of non-concentric angle steel adapter at bottom opening of vertical steel column → installation of upper vertical steel column → beam installation → aluminum veneer keel installation → glass plate installation (aluminum plate installation) → gluing → pressing plate, buckle cover installation → aluminum veneer installation → installation completion of installation.
The key point of the concrete operation is that,
1. construction preparation work such as model building and aluminum plate glass material lifting;
and (3) establishing an epidermis model according to the geometric model, and refining modeling nodes while establishing model cells according to a separation division rule. And numbering the members in the model which are checked to be correct by the building structure collision points, extracting corresponding parameters and generating a processing diagram. And finally, parameter integration is carried out to form accurate consumption data.
2. Measuring the paying-off plane to control the positioning of the net;
setting a field area integral control network according to external control points, respectively arranging axes and control points on a curtain wall modeling and curvature changing structure by using a total station, and enabling adjacent points to have good visibility to form an irregular control network.
And the external control network is connected with the internal control points for measurement, and the lead adjustment is uniformly carried out, so that the consistency of the coordinate systems of the internal control points and the external control points is ensured. And forced centering is adopted, so that the influence of centering errors is reduced.
And extracting the three-dimensional coordinates of the control point by using the three-dimensional model, importing the data into a total station, measuring and setting the control point by using the total station during installation, comparing the measured data with theoretical data to obtain a deviation, and adjusting according to the deviation value and the direction of the coordinate system until the deviation value meets the requirement.
3. Positioning and mounting the upright column keel;
the method comprises the steps of adopting a steel rectangular pipe (overcoming the difficulty that the rigidity requirement can be met only by the large section size of the traditional aluminum profile), utilizing an established skin model to establish a keel model, generating a steel processing diagram according to the model, and extracting keel positioning coordinates.
4. Installation of buried plate
The outer facade of fossil fragments corner circular arc is toward outer slope, and need compromise the decorative effect of both sides facade lines curve, and there is the skew position of torsion in upper portion concentric circle circular arc fossil fragments and the non-concentric circle circular arc fossil fragments center of lower part slope, and fossil fragments can't dock from top to bottom, need realize connecting through the switching steel sheet.
And (3) determining the coordinate deviation value of the centers of the upper keel and the lower keel according to the coordinate positioning of the model, taking the larger value of the deviation value of the long side b and the short side h of the torsion keel and the vertical keel as a base number, wherein the size of the embedded part is wider than the larger value of the deviation value of the long side b and the short side h of the rectangular steel tube keel plus 20mm, and the thickness is not less than the wall thickness of.
5. Cross beam mounting
The steel beam and the aluminum profile are processed in a factory and transported to a site for installation, one end of the steel beam and the aluminum profile is welded and fixed on the stand column, the sleeve core is inserted into one end of the steel beam, and the sleeve core is welded and fixed on the stand column after the position of the steel beam and the aluminum profile is adjusted.
6. Aluminum veneer keel installation
The aluminum veneer keel is welded and fixed on the steel upright post.
7. Glass panel installation
Before the glass plate is installed, a chloroprene rubber cushion block with the length not less than 100mm is placed on the beam, the position, away from the side 1/4L, of the cushion block is not less than 100mm, and the thickness is not less than 5 mm. The number of blocks per glass must not be less than 2. The glass plates are installed according to the plate numbering drawing, and plates with different numbers cannot be interchanged in the construction process. Meanwhile, the relation between the inner sheet and the outer sheet is noticed, and the color variation after the glass is installed is prevented.
8. Gluing;
and after the plate is installed and fixed, performing a gluing process. After the glue is applied, the redundant glue is scraped, proper finishing is carried out, the protective adhesive tape is removed, the periphery of a glue joint is cleaned, the glue joint is firmly bonded with the base material without pores, the glue joint is flat and smooth, and the surface is clean and pollution-free.
9. Mounting a pressing plate and a buckle cover;
before installation, the inner pressing plate is adjusted to be horizontal, flat and vertical by using a plumb bob or a total station, then the pressing plate and the buckle cover are installed, and the buckle cover is installed by using a rubber hammer to strike and install.
10. Mounting an aluminum veneer;
the aluminum veneer is pushed into the aluminum alloy frame from the side surface and is fixed by bolts.
The above description is only for the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any changes or substitutions that can be considered by those skilled in the art within the technical scope of the present invention should be covered by the protection scope of the present invention.
Claims (6)
1. The utility model provides a camber hyperbolic glass curtain wall, includes a plurality of stand fossil fragments (1), a plurality of crossbeam, a plurality of glass and aluminum plate, vertical installation multirow is followed in stand fossil fragments (1), and the crossbeam is transversely installed between adjacent row stand fossil fragments (1), and glass installs on stand fossil fragments (1) and crossbeam, and stand fossil fragments (1) are rectangle tubulose, its characterized in that: the upright column keel (1) comprises a vertical section at the top and a camber section (3) at the bottom, the top of the camber section (3) is connected with the vertical section, the bottom end extends inwards, and stand fossil fragments (1) rear end of camber section (3) along transversely twisting, stand fossil fragments (1) of erectting the section and being connected with camber section (3) are last stand (4), stand fossil fragments (1) of camber section (3) and the section of erectting are stand (5) down, it buries board (6) to be provided with between last stand (4) and stand (5) down along horizontal, the upper surface and last stand (4) welded connection of board (6) bury, lower surface and stand (5) welded connection down, adjacent stand (5) down set up with one heart in the camber portion and transversely twist reverse down, the horizontal angle of twisting of the one end at camber portion top to stand (5) down of the other end of camber section (3) bottom increases gradually in proper order.
2. The camber double-curved glass curtain wall according to claim 1, wherein: the maximum deviation value of the width direction of the upper upright column (4) and the width direction of the lower upright column (5) are b, the maximum deviation value of the length direction of the upper upright column (4) and the length direction of the lower upright column (5) are h, the length of the embedded plate (6) is larger than h +20mm, and the width of the embedded plate (6) is larger than b +20 mm.
3. The camber double-curved glass curtain wall according to claim 2, wherein: the top end of the lower upright post (5) is of a flattened structure.
4. The camber double-curved glass curtain wall according to claim 2, wherein: the thickness of the buried plate (6) is not less than that of the upright keel (1).
5. The camber double-curved glass curtain wall according to claim 2, wherein: the middle parts of two sides of the buried plate (6) are respectively welded with the inserting cores (7), the two inserting cores (7) are respectively arranged along the length directions of the upper upright (4) and the lower upright (5), and the upper upright (4) and the lower upright (5) are respectively attached and sleeved on the outer sides of the two inserting cores (7).
6. The camber double-curved glass curtain wall according to claim 2, wherein: the welding seam of the upper upright post (4) and the embedded plate (6) and the welding seam of the lower upright post (5) and the embedded plate (6) are penetration welding and three-level welding seams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020520534.8U CN211923164U (en) | 2020-04-10 | 2020-04-10 | Camber hyperbolic glass curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020520534.8U CN211923164U (en) | 2020-04-10 | 2020-04-10 | Camber hyperbolic glass curtain wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211923164U true CN211923164U (en) | 2020-11-13 |
Family
ID=73375147
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020520534.8U Expired - Fee Related CN211923164U (en) | 2020-04-10 | 2020-04-10 | Camber hyperbolic glass curtain wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211923164U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114459916A (en) * | 2021-12-16 | 2022-05-10 | 中铁二局集团有限公司 | Keel butt joint structure, and method for evaluating bending bearing capacity and designing safety of welding line of keel butt joint structure |
-
2020
- 2020-04-10 CN CN202020520534.8U patent/CN211923164U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114459916A (en) * | 2021-12-16 | 2022-05-10 | 中铁二局集团有限公司 | Keel butt joint structure, and method for evaluating bending bearing capacity and designing safety of welding line of keel butt joint structure |
| CN114459916B (en) * | 2021-12-16 | 2024-03-08 | 中铁二局集团有限公司 | Keel butt joint structure, weld joint flexural bearing capacity assessment and safety design method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107882220A (en) | A kind of construction method of L-shaped biplane hyperbolic aluminum facade | |
| CN211923164U (en) | Camber hyperbolic glass curtain wall | |
| CN109184225A (en) | Four string prismatic bending circular tube truss structural systems of one kind and assembling method | |
| CN104929295B (en) | A kind of seamless steel pipe construction method for hyperbolicity arcuated roof | |
| CN206917026U (en) | A kind of steel disc shape node component for special-shaped Curtain wall frame | |
| CN107165317A (en) | It is a kind of to be used for the steel disc shape node component and application process of special-shaped Curtain wall frame | |
| CN113047488A (en) | BIM technology assisted hyperboloid aluminum veneer construction method | |
| CN104196165A (en) | Ultra-large type multiple-cavity steel structure giant post and manufacturing method thereof | |
| CN111894223B (en) | Method for separating, externally processing and installing large-area multi-curved-surface artistic ribbon | |
| CN204212304U (en) | A kind of fan-shaped imitative shell roofing | |
| CN211850829U (en) | Cast-in-situ reinforced concrete hollowed special-shaped inclined column template | |
| CN210263116U (en) | Rapid mounting and dismounting shaping template for concrete reverse filling of lower independent foundation | |
| CN110409730B (en) | Construction method of externally-hung curved aluminum veneer decorative column | |
| CN106753446A (en) | Combined forming die for construction of coke oven flue crown and construction method thereof | |
| CN207482125U (en) | A kind of hyperbolic outer panel structure | |
| CN107620318B (en) | Method for reinforcing guide wall chamfering template | |
| CN219604961U (en) | Novel subway access & exit | |
| CN221298177U (en) | Built-in modularized house | |
| CN207522823U (en) | It is a kind of for high-speed railway bridge floor shield without gasket fabricated device | |
| CN207436279U (en) | Steel construction pseudo-classic architecture gable and hip roof roofing apex angle column beam crossed node structure | |
| CN206966933U (en) | A kind of auxiliary mould of front and rear semi-mounted fangs positioning welding | |
| CN217630727U (en) | Hyperbolic arch steel frame and hyperbolic curtain wall | |
| CN201419788Y (en) | Splayed general jig frame | |
| CN113374193B (en) | Non-column rotary stair structure and construction method thereof | |
| CN214925592U (en) | Steel bar connecting clamping fixture for curtain board of railway bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201113 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |