CN114319884A - Construction method of glass curtain wall - Google Patents
Construction method of glass curtain wall Download PDFInfo
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- CN114319884A CN114319884A CN202210009193.1A CN202210009193A CN114319884A CN 114319884 A CN114319884 A CN 114319884A CN 202210009193 A CN202210009193 A CN 202210009193A CN 114319884 A CN114319884 A CN 114319884A
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- 238000010276 construction Methods 0.000 title claims abstract description 58
- 239000011521 glass Substances 0.000 title claims abstract description 56
- 238000009434 installation Methods 0.000 claims abstract description 46
- 238000000034 method Methods 0.000 claims abstract description 42
- 239000000463 material Substances 0.000 claims abstract description 26
- 238000002360 preparation method Methods 0.000 claims abstract description 21
- 238000007789 sealing Methods 0.000 claims abstract description 7
- 238000004026 adhesive bonding Methods 0.000 claims abstract description 4
- 238000009413 insulation Methods 0.000 claims abstract description 4
- 230000011218 segmentation Effects 0.000 claims description 25
- 238000012545 processing Methods 0.000 claims description 11
- 239000000725 suspension Substances 0.000 claims description 11
- 238000007689 inspection Methods 0.000 claims description 9
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 6
- 229910052782 aluminium Inorganic materials 0.000 claims description 6
- 238000005034 decoration Methods 0.000 claims description 5
- 238000013461 design Methods 0.000 claims description 5
- 230000007246 mechanism Effects 0.000 claims description 5
- 230000008859 change Effects 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 3
- 238000005553 drilling Methods 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 3
- 230000008520 organization Effects 0.000 claims description 3
- 238000005520 cutting process Methods 0.000 claims 1
- 238000011900 installation process Methods 0.000 abstract description 3
- 238000012552 review Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 238000012795 verification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
The invention belongs to the technical field of glass curtain wall construction, and particularly relates to a construction method of a glass curtain wall, which comprises the steps of preparation and installation in the early stage of installation; the preparation in the early stage of installation comprises the steps of installing conditions, materials, components and vertical beam positioning and paying off; the mounting steps are as follows: the method comprises the following steps of checking the structure and embedded parts, installing a support, installing a stand column, installing a cross beam, installing lightning protection, concealing and checking, preventing fire between layers, installing a heat insulation layer, installing glass, installing a cover and pressure plate, installing an opening fan and gluing for sealing; the pre-installation preparation provides an installation environment for implementation of the installation step; the invention provides a construction method of a glass curtain wall, which aims to solve the problems that no clear construction steps are needed for the construction of the glass curtain wall, the construction is disordered, the lightening damage of materials is easily caused in the installation process, and the installation efficiency of the glass curtain wall is influenced.
Description
Technical Field
The invention belongs to the technical field of glass curtain wall construction, and particularly relates to a construction method of a glass curtain wall.
Background
Along with the social and economic development, curtain wall engineering as a main carrier of building appearance is developed vigorously, and the development and application of glass curtain walls have shown strong vitality.
In the prior art, no clear construction steps are provided for the construction of the glass curtain wall, the construction is disordered, the lightening damage of materials is easily caused in the installation process, and the installation efficiency of the glass curtain wall is influenced.
Disclosure of Invention
The invention provides a construction method of a glass curtain wall, which aims to make up the defects of the prior art, solve the problems that no clear construction steps are needed for the construction of the glass curtain wall, the construction is disordered, the lightening damage of materials is easily caused in the installation process, and the installation efficiency of the glass curtain wall is influenced.
The technical scheme adopted by the invention for solving the technical problems is as follows: the construction method of the glass curtain wall comprises the steps of preparation and installation in the early stage of installation; the preparation in the early stage of installation comprises the steps of installing conditions, materials, components and vertical beam positioning and paying off; the mounting steps are as follows: the method comprises the following steps of checking the structure and embedded parts, installing a support, installing a stand column, installing a cross beam, installing lightning protection, concealing and checking, preventing fire between layers, installing a heat insulation layer, installing glass, installing a cover and pressure plate, installing an opening fan and gluing for sealing; the pre-installation preparation provides an installation environment for implementation of the installation step; during operation, the installation early-stage preparation can be conveniently implemented on the installation steps, and the safe and stable implementation of the installation steps can be ensured.
Preferably, the steps of implementing the mounting conditions are as follows:
s1: the time for installing the glass curtain wall is that the main body mechanism is finished, and before secondary decoration, the cross construction of tissue engineering and species is adjusted;
s2: coordinating the dismantling schedule of the scaffold and simultaneously including the constructed vertical transportation equipment;
s3: ensuring that the main structure reaches the construction acceptance standard and standard, and accurately installing the embedded part at a specified position;
during working, the time for installing the glass curtain wall is determined before a main body mechanism and secondary decoration, and the glass curtain wall cannot be constructed with other work types in a cross way, so that the curtain wall is prevented from being polluted and damaged.
Preferably, the materials and components are implemented as follows:
s1: materials and components are stored in a classified manner, the glass units are obliquely and vertically placed, obvious marks are adhered to the glass units, the glass units are tightly covered by plastic cloth, and a base plate is padded at the bottom of the glass units; the aluminum profile is required to be flat, straight and square, and has no obvious deformation, scratch and pollution;
s2: carrying out auxiliary processing on the aluminum profile, wherein the auxiliary processing comprises drilling, assembling a stand column to obtain a core sleeve of a joint, installing a connecting accessory and the like;
s3: preparing materials and components for use;
during operation, prepared materials and components can be safely placed, and the materials used in the installation step are guaranteed to meet the construction standard.
Preferably, the implementation steps of the vertical beam positioning pay-off line are as follows:
s1: the drawings are comprehensively known, the overall construction organization equipment is clearly known, and a feasible construction method and a feasible construction scheme are compiled according to the construction equipment and the dominant size;
s2: preparing required personnel, tools and material components;
s3: finding out the position of the opening line on a construction site, and comparing the positions of the turning angle, the positioning axis, the elevation and the variable cross section one by contrasting a drawing;
s4: selecting a key layer for cleaning, finding out key points on the key layer, fixing, and leveling the key points by using a level gauge so as to find a horizontal line;
s5: the auxiliary floor is required to be leveled so as to ensure that a positioning line is formed between two points leveled with the key floor, the auxiliary floor is generally determined according to the floor height of the floor, the more the number of floors, the more the auxiliary floor, and vice versa;
s6: the key layer is provided with positioning points of concrete beams and paying-off, a chopping board is positioned at a variable-surface interface and a corner, the number of the key points is not less than two, and the number of the key points is determined along with the complexity of the change of each vertical surface, the whole construction scheme and the design form;
s7: finding out all positioning points on the key layer, and adjusting and fixing the positioning points;
s8: after the horizontal line is well adjusted, horizontal segmentation is carried out;
s9: after each horizontal segmentation is finished, carrying out preparation check on the horizontal segmentation;
s10: after the horizontal segmentation is determined, hanging straight lines are segmented according to the horizontal segmentation;
s11: checking the verticality of the vertical line;
s12: fixing the vertical line;
s13: checking the vertical construction line;
during working, the vertical beam positioning and paying-off are carried out after a formal design drawing is set and all error processing schemes are determined, the vertical beam positioning and paying-off are a critical step and a substantial step for mounting the curtain wall, the error directly influences the quality of each later process, the paying-off is accurate, meanwhile, the problems of the vertical beam paying-off requirement consideration are comprehensive, including the problems of size processing of each corner and node, the specification of glass, the sealing direction, the mounting direction of a main beam and the like, the requirements of positioning and paying-off of the broken-line-shaped curtain wall are particularly reminded, and the technical key is obviously different from that of a planar curtain wall; in order to prevent the influence of external force, the adjusted vertical line needs to be fixed stably and accurately, meanwhile, the influence of external impulsive force on the vertical line is avoided, the paying-off line needs to be protected, and the fixed vertical line is conditionally corrected again by a theodolite; the paying-off part is basically completed, then the paying-off part enters an installation stage, in order to ensure the accuracy of the installation stage, the paid-off line is comprehensively checked to ensure that errors do not occur, the accuracy is the key point of the inspection, particularly, the paying-off condition of a corner position is ensured, because the glass lattice position of the corner position and the lattice position of a vertical beam are not in the same position, conversion needs to be paid attention to during paying-off, and meanwhile, the checking needs to be repeatedly carried out to prevent errors.
Preferably, the requirements for positioning adjustment and fixation in S7 are as follows:
s1: the positioning point error must meet the requirements of construction specifications;
s2: the material used for the fixing points has no obvious plastic deformation;
s3: the fixation is firm and stable.
Preferably, the preparation before the horizontal splitting in S8 is as follows:
s1: checking a drawing grid, determining the relation between the positioning axis and the grid line, and finding out the accurate position of the positioning axis;
s2: preparing tools, and adjusting the measuring tool and the instrument at the same time, wherein three persons generally carry out the operation at the same time, namely one person main ruler, one person repeated ruler and one person positioning.
Preferably, in S9, there are two horizontal segmentation methods as follows:
s1: repeating the ruler according to the original segmentation method, and repeating the check of the closure difference according to the total length and the division length;
s2: repeating the ruler in opposite directions, and repeating the check of the closure difference according to the total length and the division length;
the segmentation error of the rechecking method is more than 2mm, and horizontal segmentation needs to be carried out again.
Preferably, the notice of the hanging line in S10 is as follows:
s1: clearing obstacles in front of the suspension wire, fixing a suspension wire support, wherein each wire is positioned on a division point, and the suspended suspension wire is completely matched with the horizontal division;
s2: when the wind power is greater than 4 levels, the vertical line is not suitable to be hung, and when the line is hung, the influence of the wind power can be reduced by using a weighted weight.
Preferably, the method for detecting perpendicularity in S11 includes a theodolite inspection method, a horizontal auxiliary layer positioning point coincidence rechecking method and a free rechecking method; during working, the theodolite inspection method is the most accurate method which uses a theodolite as vertical verification, selects a plurality of vertical lines from the hung vertical lines, rechecks the vertical lines by using the theodolite, finds out errors, records the errors well, and searches for reasons to adjust; the horizontal auxiliary layer method is used for checking the accuracy of the vertical suspension wire by checking whether the auxiliary layer division points and the positioning layer division points are vertical or not; the free review method is to select one layer as an inspection layer or select one region for review, because an emergency method in the case of a hurried person is not generally adopted in some cases.
The invention has the following beneficial effects:
1. according to the construction method of the glass curtain wall, the problems required to be considered for paying off the vertical beam are comprehensive, the problems comprise size processing of each corner and each node, the specification of glass, the sealing direction, the installation direction of the main beam and the like, and the quality of each later process can be guaranteed.
2. According to the construction method of the glass curtain wall, the installation steps can be conveniently implemented through the preparation in the early installation stage, and the safe and stable implementation of the installation steps can be ensured.
Drawings
The invention will be further explained with reference to the drawings.
FIG. 1 is a flow chart of the installation steps of the present invention;
FIG. 2 is a flow chart of the steps of the present invention for positioning and paying-off the vertical beam;
Detailed Description
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the invention easy to understand, the invention is further described with the specific embodiments.
As shown in fig. 1 to 2, the construction method of a glass curtain wall according to the present invention includes the steps of preparation and installation in the early stage of installation; the preparation in the early stage of installation comprises the steps of installing conditions, materials, components and vertical beam positioning and paying off; the mounting steps are as follows: the method comprises the following steps of checking the structure and embedded parts, installing a support, installing a stand column, installing a cross beam, installing lightning protection, concealing and checking, preventing fire between layers, installing a heat insulation layer, installing glass, installing a cover and pressure plate, installing an opening fan and gluing for sealing; the pre-installation preparation provides an installation environment for implementation of the installation step; during operation, the installation early-stage preparation can be conveniently implemented on the installation steps, and the safe and stable implementation of the installation steps can be ensured.
As an embodiment of the present invention, the implementation steps of the mounting conditions are as follows:
s1: the time for installing the glass curtain wall is that the main body mechanism is finished, and before secondary decoration, the cross construction of tissue engineering and species is adjusted;
s2: coordinating the dismantling schedule of the scaffold and simultaneously including the constructed vertical transportation equipment;
s3: ensuring that the main structure reaches the construction acceptance standard and standard, and accurately installing the embedded part at a specified position;
during working, the time for installing the glass curtain wall is determined before a main body mechanism and secondary decoration, and the glass curtain wall cannot be constructed with other work types in a cross way, so that the curtain wall is prevented from being polluted and damaged.
As an embodiment of the invention, the materials and components are implemented as follows:
s1: materials and components are stored in a classified manner, the glass units are obliquely and vertically placed, obvious marks are adhered to the glass units, the glass units are tightly covered by plastic cloth, and a base plate is padded at the bottom of the glass units; the aluminum profile is required to be flat, straight and square, and has no obvious deformation, scratch and pollution;
s2: carrying out auxiliary processing on the aluminum profile, wherein the auxiliary processing comprises drilling, assembling a stand column to obtain a core sleeve of a joint, installing a connecting accessory and the like;
s3: preparing materials and components for use;
during operation, prepared materials and components can be safely placed, and the materials used in the installation step are guaranteed to meet the construction standard.
As an embodiment of the invention, the implementation steps of the vertical beam positioning pay-off line are as follows:
s1: the drawings are comprehensively known, the overall construction organization equipment is clearly known, and a feasible construction method and a feasible construction scheme are compiled according to the construction equipment and the dominant size;
s2: preparing required personnel, tools and material components;
s3: finding out the position of the opening line on a construction site, and comparing the positions of the turning angle, the positioning axis, the elevation and the variable cross section one by contrasting a drawing;
s4: selecting a key layer for cleaning, finding out key points on the key layer, fixing, and leveling the key points by using a level gauge so as to find a horizontal line;
s5: the auxiliary floor is required to be leveled so as to ensure that a positioning line is formed between two points leveled with the key floor, the auxiliary floor is generally determined according to the floor height of the floor, the more the number of floors, the more the auxiliary floor, and vice versa;
s6: the key layer is provided with positioning points of concrete beams and paying-off, a chopping board is positioned at a variable-surface interface and a corner, the number of the key points is not less than two, and the number of the key points is determined along with the complexity of the change of each vertical surface, the whole construction scheme and the design form;
s7: finding out all positioning points on the key layer, and adjusting and fixing the positioning points;
s8: after the horizontal line is well adjusted, horizontal segmentation is carried out;
s9: after each horizontal segmentation is finished, carrying out preparation check on the horizontal segmentation;
s10: after the horizontal segmentation is determined, hanging straight lines are segmented according to the horizontal segmentation;
s11: checking the verticality of the vertical line;
s12: fixing the vertical line;
s13: checking the vertical construction line;
during working, the vertical beam positioning and paying-off are carried out after a formal design drawing is set and all error processing schemes are determined, the vertical beam positioning and paying-off are a critical step and a substantial step for mounting the curtain wall, the error directly influences the quality of each later process, the paying-off is accurate, meanwhile, the problems of the vertical beam paying-off requirement consideration are comprehensive, including the problems of size processing of each corner and node, the specification of glass, the sealing direction, the mounting direction of a main beam and the like, the requirements of positioning and paying-off of the broken-line-shaped curtain wall are particularly reminded, and the technical key is obviously different from that of a planar curtain wall; in order to prevent the influence of external force, the adjusted vertical line needs to be fixed stably and accurately, meanwhile, the influence of external impulsive force on the vertical line is avoided, the paying-off line needs to be protected, and the fixed vertical line is conditionally corrected again by a theodolite; the paying-off part is basically completed, then the paying-off part enters an installation stage, in order to ensure the accuracy of the installation stage, the paid-off line is comprehensively checked to ensure that errors do not occur, the accuracy is the key point of the inspection, particularly, the paying-off condition of a corner position is ensured, because the glass lattice position of the corner position and the lattice position of a vertical beam are not in the same position, conversion needs to be paid attention to during paying-off, and meanwhile, the checking needs to be repeatedly carried out to prevent errors.
In an embodiment of the present invention, the requirements for positioning adjustment and fixation in S7 are as follows:
s1: the positioning point error must meet the requirements of construction specifications;
s2: the material used for the fixing points has no obvious plastic deformation;
s3: the fixation is firm and stable.
As an embodiment of the present invention, the preparation work before the horizontal splitting in S8 is as follows:
s1: checking a drawing grid, determining the relation between the positioning axis and the grid line, and finding out the accurate position of the positioning axis;
s2: preparing tools, and adjusting the measuring tool and the instrument at the same time, wherein three persons generally carry out the operation at the same time, namely one person main ruler, one person repeated ruler and one person positioning.
As an embodiment of the present invention, there are two horizontal division methods in S9 as follows:
s1: repeating the ruler according to the original segmentation method, and repeating the check of the closure difference according to the total length and the division length;
s2: repeating the ruler in opposite directions, and repeating the check of the closure difference according to the total length and the division length;
the segmentation error of the rechecking method is more than 2mm, and horizontal segmentation needs to be carried out again.
As an embodiment of the present invention, the attention of the hanging straight line in S10 is as follows:
s1: clearing obstacles in front of the suspension wire, fixing a suspension wire support, wherein each wire is positioned on a division point, and the suspended suspension wire is completely matched with the horizontal division;
s2: when the wind power is greater than 4 levels, the vertical line is not suitable to be hung, and when the line is hung, the influence of the wind power can be reduced by using a weighted weight.
As an embodiment of the present invention, the method for detecting perpendicularity in S11 includes a theodolite inspection method, a horizontal auxiliary layer positioning point coincidence rechecking method, and a free rechecking method; during working, the theodolite inspection method is the most accurate method which uses a theodolite as vertical verification, selects a plurality of vertical lines from the hung vertical lines, rechecks the vertical lines by using the theodolite, finds out errors, records the errors well, and searches for reasons to adjust; the horizontal auxiliary layer method is used for checking the accuracy of the vertical suspension wire by checking whether the auxiliary layer division points and the positioning layer division points are vertical or not; the free review method is to select one layer as an inspection layer or select one region for review, because an emergency method in the case of a hurried person is not generally adopted in some cases.
The front, the back, the left, the right, the upper and the lower are all based on figure 1 in the attached drawings of the specification, according to the standard of the observation angle of a person, the side of the device facing an observer is defined as the front, the left side of the observer is defined as the left, and the like.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate orientations or positional relationships based on those shown in the drawings, and are used merely for convenience in describing the present invention and for simplifying the description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the scope of the present invention.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (9)
1. The construction method of the glass curtain wall is characterized by comprising the steps of preparation and installation in the early stage of installation; the preparation in the early stage of installation comprises the steps of installing conditions, materials, components and vertical beam positioning and paying off; the mounting steps are as follows: the method comprises the following steps of checking the structure and embedded parts, installing a support, installing a stand column, installing a cross beam, installing lightning protection, concealing and checking, preventing fire between layers, installing a heat insulation layer, installing glass, installing a cover and pressure plate, installing an opening fan and gluing for sealing; the pre-installation preparation provides an installation environment for the implementation of the installation steps.
2. The construction method of a glass curtain wall as claimed in claim 1, wherein the installation conditions are implemented as follows:
s1: the time for installing the glass curtain wall is that the main body mechanism is finished, and before secondary decoration, the cross construction of tissue engineering and species is adjusted;
s2: coordinating the dismantling schedule of the scaffold and simultaneously including the constructed vertical transportation equipment;
s3: guarantee that major structure reaches construction acceptance standard and standard, will bury the accurate installation of piece in the assigned position underground.
3. A method for constructing a glass curtain wall as claimed in claim 2, wherein the steps of applying the materials and components are as follows:
s1: materials and components are stored in a classified manner, the glass units are obliquely and vertically placed, obvious marks are adhered to the glass units, the glass units are tightly covered by plastic cloth, and a base plate is padded at the bottom of the glass units; the aluminum profile is required to be flat, straight and square, and has no obvious deformation, scratch and pollution;
s2: carrying out auxiliary processing on the aluminum profile, wherein the auxiliary processing comprises drilling, assembling a stand column to obtain a core sleeve of a joint, installing a connecting accessory and the like;
s3: ready for use materials and components.
4. A method for constructing a glass curtain wall as claimed in claim 3, wherein the steps of positioning and paying off the vertical beams are as follows:
s1: the drawings are comprehensively known, the overall construction organization equipment is clearly known, and a feasible construction method and a feasible construction scheme are compiled according to the construction equipment and the dominant size;
s2: preparing required personnel, tools and material components;
s3: finding out the position of the opening line on a construction site, and comparing the positions of the turning angle, the positioning axis, the elevation and the variable cross section one by contrasting a drawing;
s4: selecting a key layer for cleaning, finding out key points on the key layer, fixing, and leveling the key points by using a level gauge so as to find a horizontal line;
s5: the auxiliary floor is required to be leveled so as to ensure that a positioning line is formed between two points leveled with the key floor, the auxiliary floor is generally determined according to the floor height of the floor, the more the number of floors, the more the auxiliary floor, and vice versa;
s6: the key layer is provided with positioning points of concrete beams and paying-off, a chopping board is positioned at a variable-surface interface and a corner, the number of the key points is not less than two, and the number of the key points is determined along with the complexity of the change of each vertical surface, the whole construction scheme and the design form;
s7: finding out all positioning points on the key layer, and adjusting and fixing the positioning points;
s8: after the horizontal line is well adjusted, horizontal segmentation is carried out;
s9: after each horizontal segmentation is finished, carrying out preparation check on the horizontal segmentation;
s10: after the horizontal segmentation is determined, hanging straight lines are segmented according to the horizontal segmentation;
s11: checking the verticality of the vertical line;
s12: fixing the vertical line;
s13: and checking the vertical construction line.
5. The method for constructing a glass curtain wall as claimed in claim 4, wherein the positioning, adjustment and fixation requirements in S7 are as follows:
s1: the positioning point error must meet the requirements of construction specifications;
s2: the material used for the fixing points has no obvious plastic deformation;
s3: the fixation is firm and stable.
6. The construction method of a glass curtain wall as claimed in claim 5, wherein the preparation work before the horizontal cutting in S8 is as follows:
s1: checking a drawing grid, determining the relation between the positioning axis and the grid line, and finding out the accurate position of the positioning axis;
s2: preparing tools, and adjusting the measuring tool and the instrument at the same time, wherein three persons generally carry out the operation at the same time, namely one person main ruler, one person repeated ruler and one person positioning.
7. The method for constructing a glass curtain wall as claimed in claim 6, wherein there are two types of horizontal division methods in S9 as follows:
s1: repeating the ruler according to the original segmentation method, and repeating the check of the closure difference according to the total length and the division length;
s2: repeating the ruler in opposite directions, and repeating the check of the closure difference according to the total length and the division length;
the segmentation error of the rechecking method is more than 2mm, and horizontal segmentation needs to be carried out again.
8. The construction method of a glass curtain wall as claimed in claim 7, wherein the attention of the hanging line in S10 is as follows:
s1: clearing obstacles in front of the suspension wire, fixing a suspension wire support, wherein each wire is positioned on a division point, and the suspended suspension wire is completely matched with the horizontal division;
s2: when the wind power is greater than 4 levels, the vertical line is not suitable to be hung, and when the line is hung, the influence of the wind power can be reduced by using a weighted weight.
9. The construction method of a glass curtain wall as claimed in claim 8, wherein the method for detecting the verticality in S11 includes a theodolite inspection method, a horizontal auxiliary layer positioning point coincidence rechecking method and a free rechecking method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210009193.1A CN114319884A (en) | 2022-01-06 | 2022-01-06 | Construction method of glass curtain wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210009193.1A CN114319884A (en) | 2022-01-06 | 2022-01-06 | Construction method of glass curtain wall |
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| CN114319884A true CN114319884A (en) | 2022-04-12 |
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| CN202210009193.1A Pending CN114319884A (en) | 2022-01-06 | 2022-01-06 | Construction method of glass curtain wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115162585A (en) * | 2022-08-19 | 2022-10-11 | 中国建筑第二工程局有限公司 | Construction method of building curtain wall |
| CN115961790A (en) * | 2022-12-29 | 2023-04-14 | 北京城建集团有限责任公司 | Installation method of glass curtain wall for building |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2011202648A1 (en) * | 2010-06-04 | 2011-12-22 | Demaher Industrial Services Pty Limited | Concrete Building |
| CN111287369A (en) * | 2020-03-01 | 2020-06-16 | 中铁十八局集团有限公司 | Rapid construction process of glass curtain wall |
-
2022
- 2022-01-06 CN CN202210009193.1A patent/CN114319884A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2011202648A1 (en) * | 2010-06-04 | 2011-12-22 | Demaher Industrial Services Pty Limited | Concrete Building |
| CN111287369A (en) * | 2020-03-01 | 2020-06-16 | 中铁十八局集团有限公司 | Rapid construction process of glass curtain wall |
Non-Patent Citations (1)
| Title |
|---|
| 豆丁网: ""主要施工方法（幕墙工程超全）"，豆丁网，https://jz.docin.com/p-2427531209.html，第1-42页，2020年8月", 《主要施工方法（幕墙工程超全）》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115162585A (en) * | 2022-08-19 | 2022-10-11 | 中国建筑第二工程局有限公司 | Construction method of building curtain wall |
| CN115961790A (en) * | 2022-12-29 | 2023-04-14 | 北京城建集团有限责任公司 | Installation method of glass curtain wall for building |
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Application publication date: 20220412 |