CN113969633A - Construction method of module-assembled hanging plate curtain wall - Google Patents
Construction method of module-assembled hanging plate curtain wall Download PDFInfo
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- CN113969633A CN113969633A CN202111472983.5A CN202111472983A CN113969633A CN 113969633 A CN113969633 A CN 113969633A CN 202111472983 A CN202111472983 A CN 202111472983A CN 113969633 A CN113969633 A CN 113969633A
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- 238000010276 construction Methods 0.000 title claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 78
- 239000010959 steel Substances 0.000 claims abstract description 78
- 238000009434 installation Methods 0.000 claims abstract description 19
- 238000013461 design Methods 0.000 claims abstract description 12
- 238000005259 measurement Methods 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 9
- 238000000354 decomposition reaction Methods 0.000 claims description 6
- 238000005516 engineering process Methods 0.000 claims description 4
- 239000004698 Polyethylene Substances 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 3
- 238000012937 correction Methods 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 239000002985 plastic film Substances 0.000 claims description 3
- 229920006255 plastic film Polymers 0.000 claims description 3
- -1 polyethylene Polymers 0.000 claims description 3
- 229920000573 polyethylene Polymers 0.000 claims description 3
- 238000012795 verification Methods 0.000 claims description 3
- 238000004088 simulation Methods 0.000 abstract 1
- 238000013459 approach Methods 0.000 description 4
- 238000005034 decoration Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- 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
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- 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
- E04B2/90—Curtain walls comprising panels directly attached to the structure
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Kayiming discloses a construction method of a module-assembled hanging plate curtain wall, which comprises the following specific implementation modes: carrying out digital design simulation; prefabricating a component which can be adjusted up, down, left and right; measuring the pay-off line to determine the installation position of the steel corbel; the steel corbel and the connecting piece are installed well, the hanging plate is placed to the installation position to be installed, the position of the hanging plate is adjusted through adjusting the connecting piece and the manual block and then the hanging plate is fixed, and finally caulking is carried out and facing treatment is carried out. The first adjustable connecting piece is an adjustable supporting bolt, the through-length convex block at the bottom of the upper hanging plate is connected, the vertical distance is adjusted, no other part is needed to be connected between the upper hanging plate and the lower hanging plate, the second adjustable connecting piece is connected with the lower hanging plate and used for adjusting the horizontal distance and the fixing position of the lower hanging plate and the outer wall, the upper hanging plate of the first adjustable connecting piece can be detached, and the operation is simple.
Description
Technical Field
The invention belongs to the technical field of curtain wall hanging plate construction, and particularly relates to a construction method of a module-assembled hanging plate curtain wall.
Background
The conventional construction method of the outer curtain wall is to install the keels firstly and then install the keels one by one, and the installation of the keels, the members and the like of the outer wall belongs to high-altitude operation, so that the construction is difficult and dangerous and the like.
A novel exterior wall decoration material-PC structure exterior wall decoration hanging plate system which is researched, developed and innovated at present adopts a clear water concrete hanging plate, an exterior curtain wall is divided into a plurality of standard units, 3D digital design is firstly carried out on a computer by utilizing BIM technology, PC prefabrication process modularization pre-assembly is adopted, according to the digital design and the modularization units, unit drawing sizes are divided, steel keels, heat insulation materials and hanging plate members are prefabricated uniformly in sections to form unit steel keel hanging plate members, connecting pieces with clamping grooves are installed at corresponding positions on prefabricated hanging plate member keels, the prefabricated steel keel hanging plate members are hoisted to installation positions during installation, the verticality and the flatness of the members are adjusted, the clamping groove connecting pieces are welded, and after the members are installed, filling and embedding processing and glue injection are carried out on division gaps of the members.
Disclosure of Invention
In order to solve the problems, the invention aims to provide a construction method for a module-assembled hanging plate curtain wall.
In order to achieve the purpose, the following technical scheme is provided:
a construction method of a module-assembled hanging plate curtain wall comprises the following steps:
1) digital design: the method comprises the following steps of dividing decorative units of an outer wall according to a building drawing, carrying out digital decomposition on the units by using standard components, and carrying out collision check and virtual construction verification on the digital decomposition components by using a BIM (building information modeling) technology;
2) prefabricating a component: manufacturing a connecting piece and a steel bracket according to a digital design drawing, wherein the connecting piece comprises a first adjustable connecting piece and a second adjustable connecting piece, the first adjustable connecting piece is used for adjusting and fixing the vertical distance of the upper hanging plate, the second adjustable connecting piece is used for adjusting the horizontal distance and the fixing position of the lower hanging plate and the outer wall, and the first adjustable connecting piece is an adjustable supporting bolt;
3) and (3) measurement and paying-off: deviation measurement is carried out on the horizontal position and the verticality of the main structure, re-measurement and check are carried out after deviation correction, paying-off is carried out after the position of the hanging plate is determined, and the mounting position and the elevation of the steel corbel are determined;
4) installing a steel bracket: after installing the checking embedded parts, secondarily paying off to determine the position of the steel corbel, and welding the steel corbel;
5) mounting a connecting piece: the lower end of the hanging plate is inwards provided with a through-length convex block, one end of an adjustable supporting bolt is connected with the through-length convex block in a threaded manner in advance, and a second adjustable connecting piece is connected with the steel corbel in advance;
6) hanging the plate in place: after the hanging plate enters the field and is checked and accepted, the hanging plate is lifted to the position right above a hanging plate mounting area from a stacking area by using a tower crane, the hanging plate slowly falls to a mounting position after the swing amplitude of the hanging plate is stable, namely, the position right below a manual hoist, in the falling process of the hanging plate, a lifting operator performs hanging plate falling guide work through a cable rope or a traction rope, collision with a scaffold and a main body structure is avoided, after the hanging plate reaches the mounting position, the direction and the position of the hanging plate are immediately adjusted through the cable rope or the traction rope, the hanging plate is close to the manual hoist, a lifting hook of the manual hoist is mounted on a lifting rigging, a hoist chain is tightened until the weight of the hanging plate is completely transferred to the hoist, the tower crane is separated from a lifting hook, in the in-place process, safety prompts need to be provided, safety warning line marks are made in the lifting process, and workers must wear safety belts and safety helmets in a standard mode. The operating area must be monitored by safety personnel;
7) preliminary fixation: the lower hanging plate is made to approach the installation position firstly, the lower hanging plate is connected with a second adjustable connecting piece after the fixing position of the lower hanging plate is adjusted, fine adjustment is carried out by adjusting the second adjustable connecting piece and a manual hoist, the hanging plate (1) is fixed through a traction rope and then fine adjustment is carried out, the horizontal distance between the second adjustable connecting piece and the steel bracket is further adjusted according to engineering design requirements, preliminary fixing is carried out, the upper hanging plate approaches the installation position, the connecting position of the upper hanging plate and the lower hanging plate is adjusted, then a nut of an adjustable supporting bolt of the upper hanging plate is fixed on the steel bracket, and the vertical distance is adjusted by adjusting the adjustable supporting bolt;
8) checking and accepting and caulking layer by layer: loosening the hand-operated hoist, unhooking, checking the verticality and horizontal displacement of the hanging plate and the height difference of the joint between the upper hanging plate and the lower hanging plate again, moving the hanging plate up and down and left and right through a sucking disc tool until the connecting bolts of the connecting pieces are screwed down after the requirements are met, completing the installation of the hanging plate, cleaning the plate joint, and then performing the filling work of the foamed polyethylene rod;
9) and (3) facing treatment and finished product protection: and performing decorative surface anticorrosion treatment and plastic film covering protection on the outside of the hanging plate.
Furthermore, the second adjustable connecting piece is an L-shaped steel plate, two side faces of the steel plate are provided with strip holes, the L-shaped steel plate and the steel corbels are located on the same horizontal plane, the arrangement directions of the strip holes are parallel, and the front-back and left-right adjustment of the lower hanging plate is achieved.
Furthermore, the second adjustable connecting piece is an L-shaped steel plate, two side faces of the steel plate are provided with strip holes, the L-shaped steel plate and the steel corbels are located on the same vertical face, the arrangement direction of the strip holes is vertical, and the front-back and left-right adjustment of the lower hanging plate is achieved.
Further, the adjustable supporting bolt is sleeved with a nut, the nut is located between the steel corbel and the through-length protruding block, and the nut is used for further supporting the upper hanging plate.
Furthermore, the embedded part is installed in the outer wall, and one end of the steel bracket is connected with the embedded part.
Further, when the adjustable supporting bolt is just above the steel bracket for connecting the second adjustable connecting piece, the nut of the adjustable supporting bolt is fixed on the same steel bracket; when the adjustable supporting bolt is staggered with the steel corbel connected with the second adjustable connecting piece, the other steel corbel is fixedly connected to the outer wall and used for fixing a nut of the adjustable supporting bolt.
Furthermore, the width of a reserved deformation joint between the upper hanging plate and the lower hanging plate is 18-22mm, and the reserved deformation joint is used for cold expansion and cold contraction of the hanging plates.
Further, the steel bracket is a long-strip-shaped single bracket, a multilayer overlapped bracket or a cross bracket, so that the steel bracket is suitable for different hanging plate installation conditions.
The invention has the beneficial effects that:
1) the components are uniformly digitally designed and processed and prefabricated in a modularized manner on a ground storage yard, and adjustable parts are adopted, so that the components can be adjusted up, down, left, right, front and back, the size and the quality are easy to control, and construction errors caused by various factors such as high-altitude operation and the like are reduced;
2) the embedded parts are pre-embedded in advance, only bolt sleeving and fixing are needed during installation, and the verticality and the flatness can be adjusted at any time during installation, so that the engineering quality is ensured;
3) the components are hoisted in the high altitude after ground prefabrication, so that the difficulty and danger of workers in high altitude operation are reduced, and the construction safety of engineering is ensured;
4) the upper hanging plate is connected by adopting a first adjustable connecting piece, the upper hanging plate and the lower hanging plate can be connected without needing other parts, and the upper hanging plate can be detached;
5) has the characteristics of durability, practicality, attractive appearance, simple operation, convenient construction and capability of splicing and hanging various patterns.
Drawings
FIG. 1 is a cross-sectional view of a second adjustable joint according to embodiment 1 of the present invention;
FIG. 2 is a schematic view showing the assembly of a second adjustable joint according to embodiment 1 of the present invention;
FIG. 3 is a cross-sectional view of a second adjustable joint according to embodiment 2 of the present invention;
FIG. 4 is a schematic view showing the assembly of a second adjustable joint according to embodiment 2 of the present invention;
FIG. 5 is a schematic view of the assembly of the steel corbel of the present invention as a long single leg;
FIG. 6 is an assembly view of the steel corbel of the present invention in a multi-layered stack configuration;
FIG. 7 is a schematic structural view of a steel corbel in the invention as a cross corbel.
In the figure: 1. hanging the plate; 11. hanging the plate; 12. hanging the plate; 13. a full-length bump; 2. an outer wall; 3. embedding parts; 4. steel corbels; 5. a first adjustable connector; 51. an adjustable support bolt; 52. a nut; 6. a second adjustable connector; 61. and (4) a long hole.
Detailed Description
The invention is further described in the following with reference to the drawings and examples of the description, but the scope of the invention is not limited thereto.
A construction method of a module-assembled hanging plate curtain wall comprises the following steps:
1) digital design: the method comprises the following steps of dividing decorative units of an outer wall 2 according to a building drawing, carrying out digital decomposition on the units by using standard components, and carrying out collision check and virtual construction verification on the digital decomposition components by using a BIM (building information modeling) technology;
2) prefabricating a component: manufacturing a connecting piece and a steel bracket 4 according to a digital design drawing, wherein the connecting piece comprises a first adjustable connecting piece 5 and a second adjustable connecting piece 6, the first adjustable connecting piece 5 is used for adjusting and fixing the vertical distance of an upper hanging plate 11, the second adjustable connecting piece 6 is used for adjusting the horizontal distance and the fixing position of a lower hanging plate 12 and an outer wall 2, and the first adjustable connecting piece 5 is an adjustable supporting bolt 51;
3) and (3) measurement and paying-off: deviation measurement is carried out on the horizontal position and the verticality of the main structure, re-measurement and check are carried out after deviation correction, paying-off is carried out after the position of the hanging plate 1 is determined, and the installation position and the elevation of the steel corbel 4 are determined;
4) and (4) mounting a steel bracket: after installing the acceptance embedded part 3, secondarily paying off to determine the position of the steel corbel 4, and welding the steel corbel 4;
5) mounting a connecting piece: the lower end of the hanging plate 1 is inwards provided with a through-length convex block 13, one end of an adjustable supporting bolt 51 is connected with the through-length convex block 13 in a threaded manner in advance, and a second adjustable connecting piece 6 is connected with the steel bracket 4 in advance;
6) hanging the plate 1 in place: after the hanging plate 1 enters a field and is checked to be qualified, the hanging plate 1 is hoisted to be right above a mounting area of the hanging plate 1 from the stacking area by using a tower crane, after the swing amplitude of the hanging plate 1 is stable, the hanging plate slowly falls to a mounting position, namely right below a manual hoist, in the falling process of the hanging plate 1, a hoisting operator performs falling guide work on the hanging plate 1 through a cable rope or a traction rope to avoid collision with a scaffold and a main body structure, after the hanging plate reaches the mounting position, the direction and the position of the hanging plate 1 are immediately adjusted through the cable rope or the traction rope, the hanging plate 1 is close to the manual hoist, a lifting hook of the manual hoist is mounted on a hoisting rigging, a hoist chain is tightened until the weight of the hanging plate 1 is completely transferred to the hoist, and then the hoist chain is separated from a lifting hook of the tower crane;
7) preliminary fixation: firstly, enabling a lower hanging plate 12 to approach an installation position, adjusting a fixing position of the lower hanging plate 12, then connecting the lower hanging plate with a second adjustable connecting piece 6, carrying out fine adjustment by adjusting the second adjustable connecting piece 6 and a manual hoist, further adjusting the horizontal distance between the second adjustable connecting piece 6 and a steel bracket 4 according to engineering design requirements, carrying out preliminary fixing, enabling an upper hanging plate 11 to approach the installation position, adjusting the connection position of the upper hanging plate 11 and the lower hanging plate 12, then fixing a nut of an adjustable supporting bolt 51 of the upper hanging plate 11 on the steel bracket 4, and adjusting the vertical distance by adjusting the adjustable supporting bolt 51;
8) checking and accepting and caulking layer by layer: loosening the hand-operated hoist, unhooking, checking the verticality and horizontal displacement of the hanging plate 1 and the height difference of the joint of the upper hanging plate 11 and the lower hanging plate 12 again until the requirements are met, screwing the connecting bolts of the connecting pieces, finishing the installation of the hanging plate 1, cleaning the joint of the plates, and then performing the filling work of the foamed polyethylene rod;
9) and (3) facing treatment and finished product protection: and performing decorative surface anticorrosion treatment and plastic film covering protection on the exterior of the hanging plate 1.
The adjustable supporting bolt 51 is sleeved with a nut 52, the nut 52 is located between the steel corbel 4 and the through-length convex block 13, the embedded part 3 is installed into the outer wall 2, one end of the steel corbel 4 is connected with the embedded part 3, and the width of a reserved deformation joint between the upper hanging plate 11 and the lower hanging plate 12 is 18-22 mm.
Example 1
As shown in fig. 1 and 2, the second adjustable connecting member 6 is an L-shaped steel plate, two side surfaces of the steel plate are both provided with elongated holes 61, the L-shaped steel plate and the steel corbel 4 are located on the same horizontal plane, and the opening directions of the elongated holes 61 are parallel.
Example 2
As shown in fig. 3 and 4, the second adjustable connecting member 6 is an L-shaped steel plate, two side surfaces of the steel plate are both provided with elongated holes 61, the L-shaped steel plate and the steel bracket 4 are located on the same vertical plane, and the opening direction of the elongated holes 61 is vertical.
As shown in fig. 5, another installation mode is that the steel bracket 4 is a long-strip-shaped single bracket, and is used for connecting the hanging plate 1 when approaching the bottom of the building; as shown in fig. 6, the steel corbel 4 is a multilayer overlapped corbel and is used when the distance between the position of the embedded part 3 and the position of the upper hanging plate 11 is large; as shown in fig. 7, the steel bracket 4 is a cross bracket and is used for connecting the hanging plates 1 at the outer wall 2 of the building corner.
Claims (8)
1. A construction method of a module-assembled hanging plate curtain wall is characterized by comprising the following steps:
1) digital design: the method comprises the following steps of dividing decorative units of an outer wall (2) according to a building drawing, carrying out digital decomposition on the units by using standard components, and carrying out collision check and virtual construction verification on the digital decomposition components by using a BIM (building information modeling) technology;
2) prefabricating a component: manufacturing a connecting piece and a steel bracket (4) according to a digital design drawing, wherein the connecting piece comprises a first adjustable connecting piece (5) and a second adjustable connecting piece (6), the first adjustable connecting piece (5) is used for adjusting and fixing the vertical distance of an upper hanging plate (11), the second adjustable connecting piece (6) is used for adjusting the horizontal distance and the fixing position of a lower hanging plate (12) and an outer wall (2), and the first adjustable connecting piece (5) is an adjustable supporting bolt (51);
3) and (3) measurement and paying-off: deviation measurement is carried out on the horizontal position and the verticality of the main structure, re-measurement and check are carried out after deviation correction, paying-off is carried out after the position of the hanging plate (1) is determined, and the installation position and the elevation of the steel corbel (4) are determined;
4) installing a steel corbel (4): after the embedded parts (3) are installed and accepted, the position of the steel corbel (4) is determined through secondary paying-off, and the steel corbel (4) is welded;
5) mounting a connecting piece: the lower end of the hanging plate (1) is inwards provided with a through-length convex block (13), the threaded end of the adjustable supporting bolt (51) is connected with the bottom of the through-length convex block (13) in a threaded manner in advance, and the second adjustable connecting piece (6) is connected with the steel corbel (4) in advance;
6) the hanging plate (1) is in place: the hanging plate (1) comprises an upper hanging plate (11) and a lower hanging plate (12), after the hanging plate (1) is qualified in an incoming field check, the hanging plate (1) is hoisted to a position right above a mounting area of the hanging plate (1) by a tower crane, after the swing amplitude of the hanging plate (1) is stable, the hanging plate slowly falls to a mounting position, namely, a position right below a hand-operated hoist, in the falling process of the hanging plate (1), a hoisting operator does falling guiding work of the hanging plate (1) through a cable rope or a traction rope to avoid collision with a scaffold and a main body structure, after the mounting position is reached, the direction and the position of the hanging plate (1) are immediately adjusted through the cable rope or the traction rope, a lifting hook of the hand-operated hoist is mounted on a hoisting rigging, a chain of the hoist is tightened until the weight of the upper hanging plate (11) and the weight of the lower hanging plate (12) are all transferred to the hoist, and then the hanging hook of the tower crane is separated;
7) preliminary fixation: the lower hanging plate 12 is close to the installation position by adjusting the manual hoist, the fixed position of the lower hanging plate (12) is adjusted, then the lower hanging plate is connected with the second adjustable connecting piece (6), fine adjustment is carried out by adjusting the second adjustable connecting piece (6) and the manual hoist, the hanging plate (1) is fixed through a traction rope and then fine adjustment is carried out, the horizontal distance between the second adjustable connecting piece (6) and the steel corbel (4) is further adjusted according to engineering design requirements, preliminary fixing is carried out, the connecting position of the upper hanging plate (11) and the lower hanging plate (12) is adjusted, then a nut of an adjustable supporting bolt (51) of the upper hanging plate (11) is fixed on the steel corbel (4), and the vertical distance is adjusted by adjusting the adjustable supporting bolt (51);
8) checking and accepting and caulking layer by layer: loosening the hand-operated block, unhooking, checking the verticality and horizontal displacement of the hanging plate (1) and the height difference of the joint between the upper hanging plate (11) and the lower hanging plate (12) again, moving up and down and left and right through a sucking disc tool until the connection bolts of all the connecting pieces are screwed down after the requirements are met, completing the installation of the hanging plate (1), cleaning the plate joint, and then performing the filling work of the foamed polyethylene rod;
9) and (3) facing treatment and finished product protection: and (3) performing decorative surface anticorrosion treatment and plastic film covering protection on the outside of the hanging plate (1).
2. The construction method of the module-assembled hanging plate curtain wall as claimed in claim 1, wherein the second adjustable connecting piece (6) is an L-shaped steel plate, two side faces of the steel plate are both provided with elongated holes (61), the L-shaped steel plate and the steel bracket (4) are positioned on the same horizontal plane, and the opening directions of the elongated holes (61) are parallel.
3. The construction method of the module-assembled hanging plate curtain wall as claimed in claim 1, wherein the second adjustable connecting piece (6) is an L-shaped steel plate, two side faces of the steel plate are both provided with long holes (61), the L-shaped steel plate and the steel bracket (4) are positioned on the same vertical plane, and the opening direction of the long holes (61) is vertical.
4. The construction method of a modular assembling hanging plate curtain wall as claimed in claim 1, wherein the adjustable supporting bolt (51) is sleeved with a nut (52), and the nut (52) is positioned between the steel corbel (4) and the through-length convex block (13).
5. The construction method of the module-assembled hanging plate curtain wall as claimed in claim 1, wherein the embedded part (3) is installed in the outer wall (2), and one end of the steel bracket (4) is connected with the embedded part (3).
6. The construction method of a modular assembling hanging panel curtain wall as claimed in claim 1, wherein when the adjustable supporting bolt (51) is just above the steel corbel (4) for connecting the second adjustable connecting member (6), the nut of the adjustable supporting bolt (51) is fixed on the same steel corbel (4); when the adjustable supporting bolt (51) is staggered with the steel bracket (4) connected with the second adjustable connecting piece (6), the other embedded part (3) and the steel bracket (4) are fixedly connected to the outer wall (2), and the steel bracket (4) is used for fixing a nut of the adjustable supporting bolt (51).
7. The construction method of a module-assembled hanging panel curtain wall as claimed in claim 1, wherein the width of the reserved deformation joint between the upper hanging panel (11) and the lower hanging panel (12) is 18-22 mm.
8. The construction method of the module-assembled hanging plate curtain wall as claimed in claim 6, wherein the steel corbel (4) is a long-strip-shaped single corbel, a multilayer overlapping corbel or a cross corbel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111472983.5A CN113969633A (en) | 2021-12-06 | 2021-12-06 | Construction method of module-assembled hanging plate curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111472983.5A CN113969633A (en) | 2021-12-06 | 2021-12-06 | Construction method of module-assembled hanging plate curtain wall |
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| Publication Number | Publication Date |
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| CN113969633A true CN113969633A (en) | 2022-01-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202111472983.5A Pending CN113969633A (en) | 2021-12-06 | 2021-12-06 | Construction method of module-assembled hanging plate curtain wall |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001164684A (en) * | 1999-12-08 | 2001-06-19 | Fujita Corp | Installation method of precast concrete curtain wall |
| CN105040945A (en) * | 2015-09-06 | 2015-11-11 | 中建二局第三建筑工程有限公司 | Connection node structure of fair-faced concrete prefabrication exterior wall hanging plates |
| CN107060345A (en) * | 2017-05-13 | 2017-08-18 | 黄坤坤 | Precast facade hanging plate changes hook construction method in the air |
| CN108532964A (en) * | 2018-03-19 | 2018-09-14 | 中建科技成都有限公司 | A kind of cladding panel lifting installation method |
| CN109653516A (en) * | 2019-01-25 | 2019-04-19 | 成都建工第二建筑工程有限公司 | Concrete and hung plate construction method for hanging |
| CN112347677A (en) * | 2020-11-10 | 2021-02-09 | 中铁十四局集团建筑工程有限公司 | Assembly type curtain wall integral lifting installation construction method based on BIM model construction technology support |
-
2021
- 2021-12-06 CN CN202111472983.5A patent/CN113969633A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001164684A (en) * | 1999-12-08 | 2001-06-19 | Fujita Corp | Installation method of precast concrete curtain wall |
| CN105040945A (en) * | 2015-09-06 | 2015-11-11 | 中建二局第三建筑工程有限公司 | Connection node structure of fair-faced concrete prefabrication exterior wall hanging plates |
| CN107060345A (en) * | 2017-05-13 | 2017-08-18 | 黄坤坤 | Precast facade hanging plate changes hook construction method in the air |
| CN108532964A (en) * | 2018-03-19 | 2018-09-14 | 中建科技成都有限公司 | A kind of cladding panel lifting installation method |
| CN109653516A (en) * | 2019-01-25 | 2019-04-19 | 成都建工第二建筑工程有限公司 | Concrete and hung plate construction method for hanging |
| CN112347677A (en) * | 2020-11-10 | 2021-02-09 | 中铁十四局集团建筑工程有限公司 | Assembly type curtain wall integral lifting installation construction method based on BIM model construction technology support |
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