CN116591363A - Transverse-through vertical-break curtain wall system - Google Patents
Transverse-through vertical-break curtain wall system Download PDFInfo
- Publication number
- CN116591363A CN116591363A CN202310679521.3A CN202310679521A CN116591363A CN 116591363 A CN116591363 A CN 116591363A CN 202310679521 A CN202310679521 A CN 202310679521A CN 116591363 A CN116591363 A CN 116591363A
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- Prior art keywords
- bracket
- cross beam
- roll
- curtain wall
- fixed plate
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- 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
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- 238000010276 construction Methods 0.000 abstract description 14
- 210000001503 joint Anatomy 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 4
- 238000004904 shortening Methods 0.000 abstract description 3
- 238000003780 insertion Methods 0.000 description 6
- 230000037431 insertion Effects 0.000 description 6
- 238000003466 welding Methods 0.000 description 6
- 229910000838 Al alloy Inorganic materials 0.000 description 5
- 238000013461 design Methods 0.000 description 4
- 125000006850 spacer group Chemical group 0.000 description 4
- 239000011521 glass Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 229910001335 Galvanized steel Inorganic materials 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 2
- 239000008397 galvanized steel Substances 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 239000012945 sealing adhesive Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
- E04B2/965—Connections of mullions and transoms
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The application belongs to the technical field of curtain wall facilities, and particularly relates to a transverse-through vertical-break curtain wall system, which comprises a fixed plate, wherein a bracket is arranged on one side of the fixed plate, an inserting block is arranged on one side of the bracket, the bottom of the inserting block protrudes out of the bottom side of the bracket, a slot is formed on the fixed plate corresponding to the inserting block, the fixed plate and the bracket are in butt joint through the inserting matching of the inserting block and the slot, the fixed plate and the bracket form a basic adapter, a cross beam is fixed on a platform of the adapter, an inserting core is arranged at the top of the cross beam and is fixed on the cross beam through a pin, a stand column is arranged at the top of the cross beam and sleeved on the outer side of the inserting core, a long shaft bolt is fixed on one side of the fixed plate, a notch is formed on the bottom side of the inserting block, and the slot shape of the slot is matched with the inserting block. The application can reduce the positioning time of the integral modeling of the building, greatly save corresponding labor, simplify the positioning process, and achieve the effects of improving the construction speed and shortening the construction period.
Description
Technical Field
The application belongs to the technical field of curtain wall facilities, and particularly relates to a transverse-through vertical-break type curtain wall system.
Background
The frame type curtain wall vertical keel is installed in advance, the control error of the left and right division is larger when the adapter is installed, the using amount and the welding amount of the adapter are larger, the vertical keel is generally spliced from the upper layer to the lower layer in the installation process, the installation process is certainly developed from the lower layer to the higher layer until the top, the horizontal keel is installed after the vertical keel is completed, the adjusting space is smaller, if the horizontal keel is blocked due to overlarge installation deviation of the vertical keel, the construction period progress cannot be greatly saved, and the construction period is prolonged.
Based on the above, if the construction floor is higher and the plane modeling is the cambered surface, each floor division is inconsistent, and the traditional mode connection mode is adopted, so that the error can be larger during construction of the cambered position, and the construction period progress is severely restricted.
Disclosure of Invention
The application aims to provide a transverse-to-vertical-cutting curtain wall system, which can reduce the positioning time of the whole building model, greatly save corresponding labor, simplify the positioning process, and achieve the effects of improving the construction speed and shortening the construction period.
The technical scheme adopted by the application is as follows:
the utility model provides a horizontal break-up curtain system, includes the fixed plate, the side of fixed plate is equipped with the bracket, a side of bracket sets up the inserted block, the bottom of inserted block is protruding in the bottom side of bracket, the fixed plate is last to correspond the inserted block and is started to have the slot, fixed plate, bracket dock through the grafting cooperation of inserted block, slot, fixed plate, bracket form basic adaptor;
the novel socket comprises a bracket, wherein a cross beam is fixed on a platform of the bracket, an inserting core is arranged at the top of the cross beam, the inserting core is fixed on the cross beam through a pin, a stand column is arranged at the top of the cross beam, and the stand column is sleeved on the outer side of the inserting core.
The wall further comprises a building wall body, and a long shaft bolt is fixed on one side face of the fixing plate.
The bottom side of the plug block is provided with a notch, and the groove shape of the slot is matched with the plug block.
The middle part of crossbeam is the cavity setting, the inside of crossbeam is equipped with the boss that is higher than the inner wall, a side indent of crossbeam forms the inside groove, the limit of groove of inside groove extends relatively, forms narrow notch.
Two adjacent side edges on the cross beam extend in the same direction to form a mouthpiece.
An insulating gasket is paved between the cross beam and the bracket, a bolt group is arranged between the cross beam and the bracket, bolts of the bolt group penetrate through the insulating gasket, the cross beam, the insulating gasket and the bracket are sequentially fixed, and the head of each bolt of the bolt group is positioned in an inner groove of the cross beam.
The lock pin is square, the positions of the lock pin, which are close to four corners, are provided with fixing points of the major arc panel, the fixing points correspond to the bosses, and the pins are inserted into the fixing points and then penetrate through the bosses.
The outer wall of lock pin extends perpendicular to the extension board of lock pin body, the inner wall of extension board butt stand.
The application has the technical effects that:
according to the application, the insertion design of the insertion block into the slot enables the fixing plate and the bracket to be rapidly positioned and assembled, and the notch design of the bottom side of the insertion block enables the notch position of the insertion block not to be separated from the notch position when the bracket is assembled and butted with the fixing plate, so that the temporary stability can be kept, the welding of tools is convenient, and meanwhile, the rapid butt joint is realized.
The application installs the processed beam at the upper end or lower end of the bracket, adjusts the level, uses the stainless steel bolt group to connect the beam with the adapter, at this time, places the bolt head of the bolt group in the inner groove of the beam, the bottom nut screws tightly to fix the beam and the bracket tightly, when the curved curtain wall is constructed, the beam can be directly bent, the error is reduced, the installation procedure is simplified, the design of the beam is full length, the excessive phenomenon of the beam size is reduced, the field transverse installation and splicing also correspondingly reduces the splicing engineering quantity, only the elevation precision is required to be controlled, the corresponding manual work can be greatly saved for the whole building modeling and positioning control, the positioning procedure is simplified, and the effects of improving the construction speed and shortening the construction period are achieved.
Drawings
FIG. 1 is a schematic view of the overall structure of the adapter, cross beam and upright of the present application;
FIG. 2 is a schematic view of the separating structure of the adaptor, the cross beam and the upright post in the present application;
FIG. 3 is a schematic view showing the separation structure of the fixing plate and the bracket in the present application;
FIG. 4 is a schematic cross-sectional plan view of the structure of FIG. 1 in accordance with the present application;
FIG. 5 is a schematic view of the beam and ferrule of the present application in a separated configuration;
FIG. 6 is a schematic plan view of the post mounting of the present application;
FIG. 7 is a schematic view of the mounting structure of the adapter and the cross beam of the present application;
fig. 8 is a schematic view of another mounting structure of the adaptor and the cross beam in the present application.
In the drawings, the list of components represented by the various numbers is as follows:
1. an adapter; 2. a fixing plate; 201. a long shaft bolt; 3. a bracket; 4. inserting blocks; 5. a notch; 6. a slot; 7. an insulating spacer;
8. a cross beam; 801. a boss; 802. an inner tank; 803. a mouthpiece; 804. a bolt group;
9. a core insert; 901. a fixed point; 902. a support plate;
10. a pin; 11. a column; 12. building a wall; 13. glass; 14. zinc-plated steel sheet; 15. fireproof rock wool; 16. a mounting plate; 17. an aluminum alloy hanging piece; 18. a ceramic stick.
Detailed Description
The present application will be specifically described with reference to examples below in order to make the objects and advantages of the present application more apparent. It should be understood that the following text is intended to describe only one or more specific embodiments of the application and does not limit the scope of the application strictly as claimed.
As shown in fig. 1-2, a transverse-through vertical-break curtain wall system comprises a fixed plate 2, wherein a bracket 3 is arranged on one side of the fixed plate 2, an insert block 4 is arranged on one side of the bracket 3, the bottom of the insert block 4 protrudes out of the side edge of the bottom of the bracket 3, an inserting slot 6 is arranged on the fixed plate 2 corresponding to the insert block 4, the fixed plate 2 and the bracket 3 are in butt joint through the insertion and connection of the insert block 4 and the inserting slot 6, the insertion and connection design of the insert block 4 into the inserting slot 6 enables the fixed plate 2 and the bracket 3 to be rapidly positioned and assembled, a welding tool is used for welding the fixed plate 2 on the periphery of the bracket 3 after the butt joint is completed, and the fixed plate 2 and the bracket 3 form a basic adapter 1;
the novel socket connector is characterized in that a cross beam 8 is fixed on the platform of the bracket 3, a core insert 9 is arranged at the top of the cross beam 8, the core insert 9 is fixed on the cross beam 8 through a pin 10, a stand column 11 is arranged at the top of the cross beam 8, the stand column 11 is sleeved on the outer side of the core insert 9, the section of the bracket 3 is L-shaped, the plug 4 is arranged on the short side of the bracket 3, and the long side of the bracket 3 is the platform for erecting the cross beam 8.
Referring to fig. 2-3, the bottom side of the insert block 4 is provided with a notch 5, the slot shape of the slot 6 is adapted to the insert block 4, and further, the notch 5 on the bottom side of the insert block 4 is designed, so that the limitation of the position of the notch 5 of the insert block 4 is not removed when the bracket 3 is assembled and abutted with the fixed plate 2, the temporary stability can be maintained, the welding of tools is convenient, and meanwhile, the quick butt joint is realized.
Referring to fig. 3 or 6, the wall body 12 further comprises a building wall body, and a long shaft bolt 201 is fixed on one side surface of the fixing plate 2.
According to the structure, when the adaptor 1 is installed, the adaptor 1 is manufactured according to the repeated measurement of the drawing and the site structure, the bracket 3 is quickly butted with the fixed plate 2 pre-embedded in the building wall 12 and then welded, the flatness is checked after the adaptor 1 is installed, the out-of-tolerance part is corrected, welding slag is removed firstly, and then a layer of finish paint of two rust-proof paints is coated, wherein the adaptor 1 customized through repeated measurement is matched with the same floor of building, the height of the same-layer adaptor 1 is consistent, and the fixed plate 2 and the bracket 3 are in plug-in fit through the plug 4 and the slot 6, so that the positioning time can be reduced.
Referring to fig. 4, the middle part of the cross beam 8 is hollow, a boss 801 higher than the inner wall is provided in the cross beam 8, a side surface of the cross beam 8 is concaved inwards to form an inner groove 802, and edges of the inner groove 802 extend relatively to form a narrow notch.
Referring to fig. 2, 4 or 5, an insulating spacer 7 is laid between the beam 8 and the bracket 3, a bolt group 804 is disposed between the beam 8 and the bracket 3, and bolts of the bolt group 804 pass through the insulating spacer 7 to sequentially fix the beam 8, the insulating spacer 7 and the bracket 3, the bolt heads of the bolt group 804 are located inside the inner groove 802 of the beam 8, two adjacent side edges on the beam 8 are extended in the same direction to form a mouthpiece 803, and the mouthpiece 803 is snapped with a sealing strip or other corresponding aluminum alloy connecting plates in the prior art.
Further, the machined cross beam 8 is mounted at the upper end or the lower end of the bracket 3, the level is adjusted, the cross beam 8 is connected with the adapter 1 by using the M8 x 35 stainless steel bolt group 804, at the moment, the bolt head of the bolt group 804 is placed in the inner groove 802 of the cross beam 8, the bolt is screwed after the bolt head is adjusted in and out and the elevation, the bolt head cannot be separated out due to the narrow notch of the inner groove 802, the bottom nut is screwed to tightly fix the cross beam 8 and the bracket 3, then the elevation of the cross beam 8 is reted, the deviation exists, the same-layer cross beam 8 customized by delivery is full-length, the phenomenon that the cross beam 8 is too much in size can be reduced, when the curved curtain wall construction is performed, the cross beam 8 can be directly stretched, errors are reduced, and the mounting procedure is simplified.
Referring to fig. 5, the ferrule 9 is square, fixing points 901 of the major arc panel are arranged at positions, close to four corners, of the ferrule 9, the fixing points 901 correspond to the bosses 801, and the pins 10 are inserted into the fixing points 901 and then penetrate through the bosses 801.
Referring to fig. 5 or fig. 6, the outer wall of the ferrule 9 extends out of a support plate 902 perpendicular to the body of the ferrule 9, and the support plate 902 abuts against the inner wall of the upright 11, where the number of support plates 902 is at least four.
When the upright post 11 is installed, firstly, a control line of the upright post 11 is sprung on the cross beam 8 according to an axis, a pin 10 hole is formed according to a positioning line, secondly, the upper end and the lower end of the upright post 11 are both provided with the lock pin 9, the pin 10 is placed in a fixed point 901 of the lock pin 9 to be correspondingly installed with the pin 10 hole of the cross beam 8, and finally, whether the upright post 11 is subjected to deviation and verticality inspection is retested after the upright post 11 is positioned, and a bolt is screwed up without errors.
According to the structure and referring to fig. 7, the glass 13 is fixedly installed by the biting of the biting mouth 803 by the sealing strip or other aluminum alloy connecting plates, a sealing adhesive tape is arranged between the glass 13 and the connecting plates, the middle part of the cross beam 8 is fixedly connected with the mounting plate 16, the aluminum alloy hanging piece 17 is fixed by the end threads of the mounting plate 16, and the upper end surface and the lower end surface of the aluminum alloy hanging piece 17 are fixed to the ceramic rod 18 by self-tapping nails.
Wherein, adaptor 1 adopts two kinds of mounting means according to scene user demand, as shown in fig. 7, with the platform of bracket 3 upwards, crossbeam 8 is located the top of bracket 3 platform, as shown in fig. 8, with the platform of bracket 3 downwards, crossbeam 8 is located the below of bracket 3 platform, in above two kinds of mounting means, all install galvanized steel sheet 14 corresponding to bracket 3 on the building wall 12, it has fire prevention rock wool 15 to fill between bracket 3 and the galvanized steel sheet 14.
The working principle of the application is as follows: the application adopts the same layer length of the cross beam 8, can reduce the phenomenon of excessive size of the cross beam 8, the cross beam 8 is connected with the steel adapter 1 through the bolt group 804, the upright post 11 is connected with the cross beam 8 through the inserting core 9 and the pin 10, and the whole body is assembled in an assembling way. Meanwhile, the mounting mode of the adapter 1 is optimized, and the speed is aligned and mounted. The mounting precision requirement of the mode on the embedded fixing plate 2 is not high, only the same-layer adapter 1 is required to be ensured to be consistent in height, and the post-compensation condition of the offset of the fixing plate 2 is reduced. According to the traditional vertical main joist construction scheme, the cross beam 8 needs to be cut in sections on site after the upright posts 11 are installed, when the whole building exterior model is a curved surface, the on-site positioning is complicated and difficult, the positioning workload is huge, a certain angle is needed to be cut when the cross beam 8 is cut, and the accurate control of the cross beam 8 is a great difficulty. In addition, the application does not need to be installed according to the sequence of the frame curtain wall from bottom to top, and can be installed in a layered and grouped mode at the same time, thereby greatly improving the construction period progress.
The foregoing is merely a preferred embodiment of the present application and it should be noted that modifications and adaptations to those skilled in the art may be made without departing from the principles of the present application, which are intended to be comprehended within the scope of the present application. Structures, devices and methods of operation not specifically described and illustrated herein, unless otherwise indicated and limited, are implemented according to conventional means in the art.
Claims (8)
1. The utility model provides a horizontal break-make curtain wall system, its characterized in that, includes fixed plate (2), one side of fixed plate (2) is equipped with bracket (3), one side of bracket (3) sets up inserted block (4), the bottom protrusion of inserted block (4) is in the bottom side of bracket (3), corresponding inserted block (4) begin to have slot (6) on fixed plate (2), bracket (3) dock through the grafting cooperation of inserted block (4), slot (6), fixed plate (2), bracket (3) form adaptor (1) of basis;
the novel socket comprises a bracket (3), wherein a cross beam (8) is fixed on the platform of the adapter (1), an inserting core (9) is arranged at the top of the cross beam (8), the inserting core (9) is fixed on the cross beam (8) through a pin (10) arranged, a stand column (11) is arranged at the top of the cross beam (8), and the stand column (11) is sleeved on the outer side of the inserting core (9).
2. The roll-on-roll-off curtain wall system of claim 1, wherein: the building wall further comprises a building wall body (12), and a long shaft bolt (201) is fixed on one side face of the fixing plate (2).
3. The roll-on-roll-off curtain wall system of claim 1, wherein: the bottom side of the plug block (4) is provided with a notch (5), and the groove shape of the slot (6) is matched with the plug block (4).
4. The roll-on-roll-off curtain wall system of claim 1, wherein: the middle part of crossbeam (8) is the cavity setting, the inside of crossbeam (8) is equipped with boss (801) that are higher than the inner wall, a side indent of crossbeam (8) forms inside groove (802), the groove limit of inside groove (802) extends relatively, forms narrow notch.
5. The roll-on-roll-off curtain wall system of claim 4, wherein: two adjacent side edges on the cross beam (8) are extended in the same direction to form a mouthpiece (803).
6. The roll-on-roll-off curtain wall system of claim 4, wherein: an insulating gasket (7) is laid between the cross beam (8) and the bracket (3), a bolt group (804) is arranged between the cross beam (8) and the bracket (3), bolts of the bolt group (804) penetrate through the insulating gasket (7), the cross beam (8), the insulating gasket (7) and the bracket (3) are sequentially fixed, and the bolt head of the bolt group (804) is positioned inside an inner groove (802) of the cross beam (8).
7. The roll-on-roll-off curtain wall system of claim 4, wherein: the lock pin (9) is square, fixing points (901) of the major arc panel are arranged at positions, close to four corners, of the lock pin (9), the fixing points (901) correspond to the bosses (801), and the pins (10) are inserted into the fixing points (901) and then penetrate through the bosses (801).
8. The roll-on-roll-off curtain wall system of claim 7, wherein: the outer wall of the lock pin (9) extends out of a support plate (902) perpendicular to the lock pin (9) body, and the support plate (902) abuts against the inner wall of the upright post (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310679521.3A CN116591363A (en) | 2023-06-08 | 2023-06-08 | Transverse-through vertical-break curtain wall system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310679521.3A CN116591363A (en) | 2023-06-08 | 2023-06-08 | Transverse-through vertical-break curtain wall system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116591363A true CN116591363A (en) | 2023-08-15 |
Family
ID=87608208
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310679521.3A Pending CN116591363A (en) | 2023-06-08 | 2023-06-08 | Transverse-through vertical-break curtain wall system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116591363A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115059221A (en) * | 2022-06-08 | 2022-09-16 | 上海长展建筑咨询有限公司 | Transverse-through and vertical-breaking type curtain wall system and construction method thereof |
-
2023
- 2023-06-08 CN CN202310679521.3A patent/CN116591363A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115059221A (en) * | 2022-06-08 | 2022-09-16 | 上海长展建筑咨询有限公司 | Transverse-through and vertical-breaking type curtain wall system and construction method thereof |
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