CN105804298B - Construction method of honeycomb-shaped convex irregular curtain wall - Google Patents
Construction method of honeycomb-shaped convex irregular curtain wall Download PDFInfo
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- CN105804298B CN105804298B CN201610176641.1A CN201610176641A CN105804298B CN 105804298 B CN105804298 B CN 105804298B CN 201610176641 A CN201610176641 A CN 201610176641A CN 105804298 B CN105804298 B CN 105804298B
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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
- E04B2/885—Curtain walls comprising a supporting structure for flush mounted glazing panels
Abstract
A construction method of a honeycomb convex irregular curtain wall is a construction method for implementing an integral structure of the honeycomb convex irregular curtain wall, and the integral structure of the honeycomb convex irregular curtain wall is formed by combining P glass curtain wall components; the glass curtain wall component comprises a regular hexagon curtain wall component and a triangular honeycomb glass curtain wall component; during construction, the glass curtain walls with unequal planes and large triangles are connected in pairs in an equilateral way to form a honeycomb-shaped convex irregular curtain wall integral structure; the value range of P is: p is an integer greater than 3; the construction process flow is as follows: preparation before construction → embedded iron pieces → installation connecting pieces → vertical beam positioning and paying-off → installation adapters → vertical beam installation → layer height and beam positioning → beam corner connectors, namely positioning and installation of the adapters connected with the vertical beams and the beams → glass curtain wall assembly installation → grid curtain wall construction. The construction method is mature in technology and has the advantages of reducing construction difficulty, improving construction speed, saving construction cost and the like.
Description
Technical field
The present invention relates to a kind of glass curtain wall technology and its construction method, particularly a kind of cellular male type is irregular
The construction method of curtain wall.
Background technology
Current existing glass curtain wall technology is formed with supporting structure and glass, there is certain position with respect to agent structure
Shifting ability, the suffered effect of agent structure is not shared, simply building external envelope structure or decorating structure；As economy develops rapidly,
Architectural appearance is increasingly paid attention to by investor, and building shape is from the regular cube such as original cuboid, cylinder to now
Obform body change, the glass curtain wall as building decoration also changes therewith；To meet that abnormity requires, curtain wall technique is being selected
All complicated many on material, scantling and stress balance.
The content of the invention
It is an object of the invention to provide a kind of construction method of the cellular irregular curtain wall of male type, the glass curtain wall
The irregular curtain wall overall structure of monomer, cellular male type is in the case where intrinsic stress system can not change, with geometry
The curtain wall profile of solid is divided into flat shape one by one by principle, by point and face, the solid of moulding by face and body, forms abnormity
Glass curtain wall profile；The invention provides the construction method for realizing the structure, and the flat glass curtain wall technique of maturation is passed through into depth
Change design to be used on emerging shaped glass curtain wall, solve current shaped glass curtain wall selection hardly possible, scantling is various, constructs
The problems such as complex process, cumbersome construction management.
The technical scheme to solve the above problems is to be characterised by：It is that the cellular irregular curtain wall of male type of implementation is whole
The construction method of body structure, the cellular irregular curtain wall of male type are to be combined to form by P block glass curtain wall members；Construction
When, by plane, not etc. big triangle glass curtain wall does not prolong equilateral connection two-by-two, and it is overall to form the irregular curtain wall of cellular male type
Structure；P span is：P is the integer more than 3；
Its construction technology process is：Preparation → embedded iron parts → installation connecting element → vertical beam line setting → installation before construction
The positioning of the adaptor for adaptor → vertical beam installation → floor height and crossbeam positioning → crossbeam corner brace-i.e. crossbeam links with vertical beam, peace
Dress → glass curtain wall member installation → grid curtain wall construction；It comprises the following steps：
A, prepare before construction：
A1, Deepen Design：
Calculating is designed by simply supported beam mechanical model to curtain-wall stand-column, including load is calculated, column section is selected, column
Strength co-mputation, column Rigidity Calculation, column shear calculation；
A2, the profile for designing the irregular curtain wall of cellular male type：
B, embedded iron parts：
Embedded iron parts are the structural member that curtain wall is connected with agent structure；
B1, typical process flow are：Find out orientation axis → finding out anchor point → fetch water it is flat → draw horizontal line → measurement to miss
The size of poor control → alignment error → horizontal segmentation → checking horizontal segmentation；
B2, rear built-in fitting of planting are handled（Only carried out when checking and accepting unqualified）；
C, installation connecting element：
Typical process flow is：Preparation of construction → seek quasi- embedded iron parts control vertical beam vertical line → drawing horizontal line controlled level
Height and depth size → spot welding → check → are welded with formal fixation → anti-corrosion → scarfing cinder → antirust；
C1, find former built-in fitting control vertical beam vertical line → drawing horizontal line controlled level height and depth size；
C2, spot welding, the interim fixation for being attached part：Millet cake 2~3 point are each welded during spot welding, it is ensured that connector is not
It can come off；
C3, formally freeze：The connector of acceptance(check) is fixed；
C4, preservative treatment：Including cleaning welding slag, brush antirust paint, brush protective topcoat；
D, vertical beam line setting：
Y-axis arrangement of the vertical beam line setting along rectangular coordinate system, its technological process include：
Find accurately at the construction field (site) burst at the seams position → key stratum fetch water horizontal line → searching auxiliary layer fetch water horizontal line →
Find out vertical beam unwrapping wire anchor point → reinforcing anchor point → draw error → alignment error of horizontal line → inspection AQL line →
Carry out horizontal segmentation → accuracy of check horizontal segmentation → and hang vertical line → inspection perpendicularity → fixed vertical line → inspection
Accurate line → the emphasis for looking into all unwrapping wire checks corner, becomes the unwrapping wire situation of face position；
D1, key stratum is chosen, key stratum is cleaned out, prevent influence of the debris to bursting at the seams, pass is found out in key stratum
Key point is simultaneously fixed to reinforce this good point, and to the spirit level levelling of this point, so as to water detection horizontal line on demand；
D2, need find an auxiliary layer fetch water it is flat, with ensure 2 points formation a piece position line, auxiliary layer can be one
It is or several；
D3, on key stratum find vertical beam unwrapping wire anchor point；
Anchor point is typically becoming face interface, corner, when flat curtain is longer can be in the planes between, but now
Position must be harmonized, ensures the unification of line, space of planes；Key point is not less than two；
Adaptor is installed E,：
Technological process is：Cleaning connector → installation → is adjusted → tightened up；
E1, cleaning connector:Mounted connector is cleared up before installation iron corner clip, channel-section steel, if having polluted
Or corrosion, preservative treatment is carried out again;
E2, installation 90 ° of galvanized iron codes, channel-section steels, bolt through the slotted hole of connector and adaptor and is tightened, and keeps
X is to adjustable state；
E3, the galvanized iron code to not being inconsistent position, channel-section steel will be changed in time, it is impossible to be ignored with subjectivity any that may be present hidden
Suffer from；
F, vertical beam is installed：
Technological process is：Checking that vertical beam model, specification → check mark are in place, → set core retainer plate fixed beam lower end → is worn bolt and fixed
Beam upper end → three-dimensional correction → reinforcing → preservative treatment；
Vertical beam installation typically from bottom to top carry out, special circumstances instead progress；
G, floor height and crossbeam positioning：
Technological process is：Spirit level levelling → measurement floor height error → analytical error → alignment error simultaneously determines scheme → is painted
Crossbeam processed installs vertical cross section → unwrapping wire；
H, crossbeam corner brace-i.e. positioning, installation of the crossbeam with the adaptor of vertical beam link：
Technological process is：Prepare accuracy → inspection crossbeam position line → drilling → installation of mould → inspection mould；
I, glass curtain wall member is installed：
Technological process is：Fireproof partition plate, anti-guncotton installation → lightning protection node processing → glass curtain wall member installation → note
Weather proofing sealant → cleaning ending.
The further technical scheme of the construction method is：It also includes a J, grid curtain wall construction：
Technological process is：Connector installation → floor height and grille strip measurement and positioning, unwrapping wire → grid corner brace positioning drilling →
Grid is installed；The program is applied to the integrally-built construction of the irregular frame concealed curtain wall of cellular male type.
The further technical scheme of the construction method is：Cellular male type irregular screen described in the construction method
Wall overall structure is to be combined to form by P block glass curtain wall members；In use, by plane, not etc. big triangle glass curtain wall does not prolong two-by-two
Equilateral connection, form the irregular curtain wall overall structure of cellular male type；P span is：P is the integer more than 3；
The glass curtain wall member includes regular hexagon curtain wall component, triangle honeycomb glass curtain metope component I, triangle
Shape honeycomb glass curtain metope component II；
The regular hexagon curtain wall component, triangle honeycomb glass curtain metope component I and triangle honeycomb glass
Curtain wall face component II is that the above-mentioned glass curtain wall monomer of the present invention and keel are formed；
Regular hexagon curtain wall component is made up of P block regular hexagon glass curtain wall monomers；
Triangle honeycomb glass curtain metope component I is by sealene triangle shaped steel keel and P block regular hexagon glass
Glass curtain wall monomer is formed；
Triangle honeycomb glass curtain metope component II is by equilateral triangle shaped steel keel and P block regular hexagon glass
Curtain wall monomer is formed；
The anisometric triangle honeycomb glass curtain metope component I of the length of side and triangle honeycomb glass curtain metope component II
Prolong equilateral connection two-by-two, formed just like the irregular curtain wall overall structure of the cellular male type of diamond.
Its further technical scheme is：The glass curtain wall monomer for forming above-mentioned various glass curtain wall members is by m block standards
Glass and the combination of the non-standard glass of n blocks and structure frame line are formed, and every block of normal glass is shaped as rectangular or square, knot
Structure frame line is regular hexagon or rectangle or trapezoidal, and the non-standard glass of n blocks is located at m blocks normal glass periphery and structure frame line structure
Into space between, m, n span are：M, n is the even number between 4~12.
Further technical scheme is：The glass curtain wall monomer is by 4 blocks of normal glasses I and 4 blocks of non-standard glass I
Combine and form with structure frame line I, normal glass I is shaped as rectangle, and described frame line I is regular hexagon, and described is non-
Normal glass I is the two right-angle sides right angled triangle I equal with the both sides of normal glass I respectively, i.e.,：1/2 normal glass I.
Further technical scheme or：The glass curtain wall monomer is by m blocks normal glass II and the non-standard glass of n blocks
Glass II combines composition with structure frame line II, structure frame line III or structure frame line IV, and normal glass II is shaped as pros
Shape, described structure frame line II, structure frame line III or structure frame line IV respectively regular hexagon, rectangle or trapezoidal, institute
The non-standard glass II stated is rule or irregular shape.
Due to using above-mentioned technical proposal, a kind of construction method of cellular irregular curtain wall of male type of the present invention with
Existing technology is compared and had the advantages that：
First, for glass curtain wall monomer, the irregular curtain wall overall structure of cellular male type, have following excellent
Point：
1st, because the glass curtain wall monomer is by m blocks normal glass 1 and 3 groups of the non-standard glass 2 of n blocks and structure frame line
Close and form, every block of normal glass 1 is shaped as rectangular or square, and the normal glass size as main material is unified, be easy to buying,
Management；
2nd, due to the glass curtain wall monomer（Including quadrangle, trapezoidal and regular hexagon）For planar structural member, work of constructing
Skill is ripe；
3rd, the selection diversity of structure lines 3 of glass curtain wall monomer 1, while meet two kinds of glass of existing hidden frame and bright frame
The demand of curtain wall；
4th, honeycomb, moulding is presented in the regular hexagon glass curtain wall member A of multiple regular hexagon glass curtain wall monomer compositions
It is attractive in appearance；
5th, cell cube regular hexagon glass curtain wall monomer is used as positive six side by the intrinsic force type steel joist 4 of glass curtain wall
Shape glass curtain wall member a-quadrant cut-off rule, the self gravitation and stress transmission for ensureing large-scale curtain wall meet design requirement.
6th, the B of triangle honeycomb glass curtain metope component I, the C of triangle honeycomb glass curtain metope component II use triangle
The side relation management glass curtain wall of shape three, regular hexagon glass curtain is used as by the intrinsic force type steel joist 41,42 of glass curtain wall
Wall component B area is split, and forms plane triangle curtain wall；The smooth vertical and horizontal perception of more general curtain wall type steel joist more has vision effect
Fruit.
7th, adjacent triangle uses isometric shared side, maintains the aesthetic property of design；
8th, with the big feature of the rigidity of shaped steel keel 4, for two adjacent triangle honeycomb glass curtain metope B and design one
Determine angle, allow the planar structure of script to form overlapping relation, form the change in shape of evagination or indent；
9th, multiple adjacent triangle honeycomb glass curtain metope C are intersected by Deepen Design two-by-two between face and face, and
All shape has a certain degree, and final closure, forms obform body；Special-shaped glass curtain is simplified with the flat glass curtain wall technique of maturation
Wall construction.
2nd, for cellular male type irregular screen wall construction method, there is advantages below：
1st, difficulty of construction can be reduced, shortens the duration：Special-shaped D surface measurement is embodied with two dimensional surface mode, using by
Regular hexagon honeycomb is point, triangle projective planum glass curtain wall is that face, the equilateral mode for being connected as body in face and face mould architectural appearance,
Difficulty of construction is reduced, shortens 43 days durations.
2nd, with concealed frame glass curtain wall construction technology, framework support class curtain wall is belonged to, technology maturation, curtain wall good leak tightness,
Piece is uniform in size, transitions smooth, facade flatness are high, artistic effect obtain it is intact show, achieve good society's effect
Benefit.
3rd, construction funds are saved：Glass curtain wall and steel structure stress system of the present invention cancels column and is changed to beam type stress, relatively introduces high
Strong type material, greatlys save operating expenses.
4th, curtain wall installation collocation metallic grid is light, and factory is made, and with curtain wall synchronous construction, short construction period, finished product is protected
Shield is easily, cleaning is easy, it is easy to operate to change.
5th, using products such as the logical, veneers in aluminum side, meet tension, shearing strength requirement, from heavy and light, pin-connected panel construction, carry
High speed of application 50%~80%.
With reference to the accompanying drawings and examples to a kind of construction method of cellular irregular curtain wall of male type of the present invention
Technical characteristic be described further.
Brief description of the drawings
Fig. 1-1：One of glass curtain wall monomer structure schematic diagram described in embodiment one；
The two of glass curtain wall monomer structure schematic diagram described in Fig. 1-2, embodiment one（Frame line is regular hexagon, standard glass
Glass is square）；
Fig. 1-3：The three of glass curtain wall monomer structure schematic diagram described in embodiment one；（Frame line is rectangle, normal glass is
Square）；
Fig. 1-4：The four of glass curtain wall monomer structure schematic diagram described in embodiment one；（Frame line is trapezoidal, normal glass is
Square）；
The five of glass curtain wall monomer structure schematic diagram described in Fig. 2-1 embodiments one（Frame line is regular hexagon, normal glass
For rectangle, bright frame）；
Fig. 2-2：The six of glass curtain wall monomer structure schematic diagram described in embodiment one（Frame line is regular hexagon, standard glass
Glass is rectangle, dark frame）；
Fig. 3：The structural representation of cellular flat glass curtain wall described in embodiment two；
Fig. 4：Form the triangle honeycomb glass curtain metope of the cellular irregular curtain wall of male type described in embodiment three
The structural representation of component I；
Fig. 5：Form the triangle honeycomb glass curtain metope of the cellular irregular curtain wall of male type described in embodiment three
The structural representation of component II；
Fig. 6-1：The cellular irregular curtain wall shaped steel keel structure schematic diagram of male type described in embodiment three；
Fig. 6-2：One of cellular male type irregular screen wall construction schematic diagram described in embodiment three（By triangle honeycomb
What shape glass curtain metope component II was formed）；
Fig. 7：The two of cellular male type irregular screen wall construction schematic diagram described in embodiment three（By triangle honeycomb
What glass curtain metope component I was formed）；
Fig. 8-1, Fig. 8-2:The cellular irregular curtain wall overall structure diagram of male type described in embodiment three.
Fig. 9-1~Figure 17：Cellular male type irregular screen wall construction method schematic diagram：
Fig. 9-1:A kind of process chart of the frame concealed curtain wall construction method of the irregular curtain wall of cellular male type；
Fig. 9-2:A kind of process chart of the Curtain wall with open frame construction method of the irregular curtain wall of cellular male type；
Figure 10-1：Using hotel's steelframe model of the Curtain wall with open frame construction method of the irregular curtain wall of cellular male type
Figure；
Figure 10-2：The structure stress schematic diagram of the cellular irregular curtain wall of male type；
Figure 11：The axle facade expanded view of the cellular irregular curtain wall of male type；
Figure 12：Built-in fitting construction schematic diagram；
Figure 13：Connecting node construction schematic diagram；
Figure 14-1：Steel construction salient point elevation, Figure 14-2：Steel construction salient point profile,
Figure 14-3：14-2 D-D sectional views；
Figure 15：Partial plan layout figure at steelframe corner making,
Figure 16：Steelframe elevation；
Figure 17：The engineering elevation of the cellular irregular curtain wall of male type（Top only steelframe, bottom are completion effect）.
In Fig. 1~Fig. 8：
1- normal glasses, 11- normal glasses I, 12- normal glasses II；
The non-standard glass of 2-, the non-standard glass I of 21-, the non-standard glass II of 22-；
3- structure frame lines, 31- structure frames line I, 32- structure frames line II, 33- structure frames line III,
34- structure frames line IV；
The shaped steel keel of 41- triangle honeycomb glass curtain metopes component I（Scalene triangle）；
The shaped steel keel of 42- triangle honeycomb glass curtain metopes component I（Equilateral triangle）；
A- regular hexagon curtain wall components, B- triangle honeycomb glass curtain metopes component I,
C- triangle honeycomb glass curtain metopes component II.
In Fig. 9~Figure 17：
5- agent structures, 51- concrete, 6- curtain wall built-in fittings, 7- side lead to, and the zinc-plated sides of 71- are led to；8- steel truss, 81- dragons
Bone, 82- intersections, 83- reinforcements, 9- backing plates, 10- aluminum veneers；
LBY- aluminum alloy beancurd leafs, FMGS- honeycomb curtain walls, LDB- spill aluminium veneer curtain walls, YK- concealed frame glass curtain walls,
MK- bright frame glass curtain walls.
Embodiment
Embodiment one：
A kind of glass curtain wall monomer, the glass curtain wall monomer are by m blocks normal glass 1 and the non-standard glass 2 of n blocks and knot
The combination of structure frame line 3 is formed, and every block of normal glass 1 is shaped as rectangular or square, and structure frame line 3 is regular hexagon or square
Shape, the non-standard glass 2 of n blocks are located between the periphery of m blocks normal glass 1 and the space of the composition of structure frame line 3；M, n value model
Enclosing is：M, n is the even number between 4~12；
According to the normal glass 1 and the shape of non-standard glass 2 and structure frame line 3 for forming the glass curtain wall monomer not
Together, glass curtain wall monomer has following different frame mode：
One of structure of embodiment one：
1st, regular hexagon glass curtain wall monomer：
As shown in Fig. 2-1, the glass curtain wall monomer of the regular hexagon is by 4 blocks of normal glasses I 11 and 4 pieces of non-standard glass
Glass I 21 and the combination of structure frame line I 31 are formed, and normal glass I 11 is shaped as rectangle, and described frame line I 31 is positive six side
Shape, described non-standard glass I 21 are the two right-angle sides right angled triangle I 21 equal with the both sides of normal glass I 11 respectively,
I.e.：1/2 normal glass I 11.
As shown in Figure 1-2, the glass curtain wall monomer of the regular hexagon is by 8 blocks of square normal glasses II 12 and 9 pieces
Non-standard glass II 22 and structure frame line II 32 combination is formed, and described frame line II 32 is regular hexagon, and described is nonstandard
Quasi- glass II 22 is irregular shape；One kind as the embodiment of the present invention converts, the block number m of square normal glass II 12,
The block number n of non-standard glass II 22 can also increase and decrease, and general m, n span are：M, n is the even number between 4~12；
2nd, rectangle（Square）Glass curtain wall monomer：（Referring to Fig. 1-3）
As Figure 1-3, the rectangle（Square）Glass curtain wall monomer be by 8 blocks of square normal glasses II 12 and
8 pieces of non-standard glass II 22 and structure frame line III 33 combinations are formed, and described frame line III 33 is rectangle（Square）, it is described
Non-standard glass II 22 for rule or irregular shape；
3rd, trapezoidal glass curtain wall monomer：（Referring to Fig. 1-4）
As Figure 1-4, the trapezoidal glass curtain wall monomer is nonstandard by 4 blocks of square normal glasses II 12 and 4 pieces
Quasi- glass II 22 and structure frame line IV 34 combination is formed, and described structure frame line IV 34 is trapezoidal, described non-standard glass
Glass II 22 is irregular shape；
As one kind conversion of the embodiment of the present invention, the block number m of square normal glass II 12, non-standard glass II 22
Block number n can also increase and decrease, and general m, n span are：M, n is the even number between 4~12.
Embodiment two：The structure of cellular flat glass curtain wall-i.e.：Regular hexagon curtain wall component A：
As shown in figure 3, the cellular flat glass curtain wall is by regular hexagon curtain wall component A：The regular hexagon curtain wall
Component A is the glass curtain wall monomer composition of the various regular hexagon as described in embodiment one, concrete structure referring to embodiment one knot
Structure 1, regular hexagon glass curtain wall monomer is bright frame referring to Fig. 2-1, Fig. 2-2, Fig. 2-1, and Fig. 2-2 is hidden frame.
Embodiment three：The cellular irregular curtain wall of male type：
The cellular irregular curtain wall of male type is to be combined to form by P block glass curtain wall members；In use, by plane not
Prolong equilateral connection two-by-two etc. big triangle glass curtain wall, form the irregular curtain wall overall structure of cellular male type（Referring to figure
8-1, Fig. 8-2）；
The glass curtain wall member includes the B of triangle honeycomb glass curtain metope component I（Referring to Fig. 4）, triangle honeycomb
The C of shape glass curtain metope component II（Referring to Fig. 5）；
The B of the triangle honeycomb glass curtain metope component I and C of triangle honeycomb glass curtain metope component II is by reality
Apply the glass curtain wall monomer described in example one and keel are formed；
The B of triangle honeycomb glass curtain metope component I is by sealene triangle shaped steel keel 41 and P blocks positive six
Side shape glass curtain wall monomer is formed（Referring to Fig. 4）；
The C of triangle honeycomb glass curtain metope component II is by equilateral triangle shaped steel keel 42 and P block regular hexagons
Glass curtain wall monomer is formed（Referring to Fig. 5）；
The anisometric B of triangle honeycomb glass curtain metope component I of the length of side and triangle honeycomb glass curtain metope component
II C prolongs equilateral connection two-by-two, is formed just like the irregular curtain wall overall structure of the cellular male type of diamond（Referring to Fig. 6-2, figure
7th, Fig. 8）.
Above-mentioned P span is：P is the integer more than 3, and general span is；P be 3~10000 between it is any
Integer, as needed, can also be big again.
Example IV：
A kind of construction method of the frame concealed curtain wall of the irregular curtain wall of cellular male type：
It is applying for the frame concealed curtain wall of the irregular curtain wall overall structure of cellular male type described in implementation embodiment three
Work method, the cellular irregular curtain wall of male type are to be combined to form by P block glass curtain wall members；In use, by plane not
Prolong equilateral connection two-by-two etc. big triangle glass curtain wall, form the irregular curtain wall overall structure of cellular male type；（Referring to figure
8-1, Fig. 8-2）；
The frame concealed curtain wall construction method of the cellular irregular curtain wall of male type of the present invention, by by brilliant architectural appearance
Three-dimensional turns two dimension, and using section steel beam, by plane, not etc. big triangle glass curtain wall does not prolong equilateral connection two-by-two, and it is irregular to form evagination
Shape, just like diamond；
Its construction technology process is：Preparation → embedded iron parts → installation connecting element → vertical beam line setting → installation before construction
The positioning of the adaptor for adaptor → vertical beam installation → floor height and crossbeam positioning → crossbeam corner brace-i.e. crossbeam links with vertical beam, peace
Dress → glass curtain wall member installation → grid curtain wall construction（Referring to Fig. 9-1）；
A, prepare before construction：
A1, Deepen Design：
Calculating is designed by simply supported beam mechanical model to curtain-wall stand-column,（Calculated including load, column section is selected, vertical
Post Strength co-mputation, column Rigidity Calculation, column shear calculation）；
Conventional planar frame concealed curtain wall, its structure stress transmitting characteristic are：Load → glass → horizontal secondary joist → vertical main
Keel → structure built-in fitting → agent structure；Wherein, the termination of vertical main joist passes through the built-in fitting and main body in contiguous floors
Structure connects, and forms the simply supported beam force structure of classics；
The male type irregular polyhedronses frame concealed curtain wall of the present invention, because it has the intersecting intersection of a plurality of oblique plane
（Referring to Figure 10-1）, intersection is located at the vacancy of facing of contiguous floors, and power directly can not be transmitted to agent structure by vertical main joist
On, therefore, this curtain wall needs to increase Steel Truss Beam at intersection, so that the vertical keel of both sides will at intersection
Load is delivered on truss, is then delivered to again by the both ends of girder truss in agent structure（Referring to Figure 10-2, such as H truss two
Termination is fixed on 12,14 layers of floor）, compared to traditional stress system, equivalent to one stress mistake of additional girder truss
Cross structure；Curtain wall construction loading characteristic is at intersection：Load → glass → horizontal secondary joist → vertical main joist → girder truss
→ structure built-in fitting → agent structure；
Secondly, by Force Calculation, cancel column, break smooth vertical and horizontal general structure stress form, by by vertical beam
Arranged along the Y-axis arrangement of rectangular coordinate system, X-axis of the crossbeam along rectangular coordinate system, the carrying energy of Curtain Wall is effectively ensured
Power；
A2, design the irregular curtain wall of cellular male type frame concealed curtain wall profile（Referring to Figure 10-2, Figure 11, figure
17）：
B, embedded iron parts（Referring to Figure 12）：
Embedded iron parts are the structural member that curtain wall is connected with agent structure；
B1, typical process flow are：Find out orientation axis → finding out anchor point → fetch water it is flat → draw horizontal line → measurement to miss
The size of poor control → alignment error → horizontal segmentation → checking horizontal segmentation；
B2, rear built-in fitting of planting are handled（Only carried out when checking and accepting unqualified）；
C, installation connecting element（Referring to Figure 13）：
Typical process flow is：Preparation of construction → seek quasi- embedded iron parts control vertical beam vertical line → drawing horizontal line controlled level
Height and depth size → spot welding → check → are welded with formal fixation → anti-corrosion → scarfing cinder → antirust；
C1, find former built-in fitting control vertical beam vertical line → drawing horizontal line controlled level height and depth size；
C2, spot welding, the interim fixation for being attached part：Millet cake 2~3 point are each welded during spot welding, it is ensured that connector is not
It can come off；
C3, formally freeze：The connector of acceptance(check) is fixed；
C4, preservative treatment：Including cleaning welding slag, brush antirust paint, brush protective topcoat；
D, vertical beam line setting：
Y-axis arrangement of the vertical beam line setting along rectangular coordinate system, its technological process include：
Find accurately at the construction field (site) burst at the seams position → key stratum fetch water horizontal line → searching auxiliary layer fetch water horizontal line →
Find out vertical beam unwrapping wire anchor point → reinforcing anchor point → draw error → alignment error of horizontal line → inspection AQL line →
Carry out horizontal segmentation → accuracy of check horizontal segmentation → and hang vertical line → inspection perpendicularity → fixed vertical line → inspection
Accurate line → the emphasis for looking into all unwrapping wire checks corner, becomes the unwrapping wire situation of face position；
D1, key stratum is chosen, key stratum is cleaned out, prevent influence of the debris to bursting at the seams, pass is found out in key stratum
Key point is simultaneously fixed to reinforce this good point, and to the spirit level levelling of this point, so as to water detection horizontal line on demand；
D2, need find an auxiliary layer fetch water it is flat, with ensure 2 points formation a piece position line, auxiliary layer can be one
It is or several；
D3, on key stratum find vertical beam unwrapping wire anchor point；
Anchor point is typically becoming face interface, corner, when flat curtain is longer can be in the planes between, but now
Position must be harmonized, ensures the unification of line, space of planes；Key point be not less than two, with each facade change complexity and
Whole arrangement and method for construction and design form and determine key point number；
Adaptor is installed E,：
Technological process is：Cleaning connector → installation → is adjusted → tightened up；
E1, cleaning connector:Mounted connector is cleared up before installation iron corner clip, channel-section steel, if having polluted
Or corrosion, preservative treatment is carried out again;
E2, installation 90 ° of galvanized iron codes, channel-section steels, bolt through the slotted hole of connector and adaptor and is tightened, and keeps
X is to adjustable state；
E3, the galvanized iron code to not being inconsistent position, channel-section steel will be changed in time, it is impossible to be ignored with subjectivity any that may be present hidden
Suffer from；
F, vertical beam is installed：
Technological process is：Checking that vertical beam model, specification → check mark are in place, → set core retainer plate fixed beam lower end → is worn bolt and fixed
Beam upper end → three-dimensional correction → reinforcing → preservative treatment；
Vertical beam installation typically from bottom to top carry out, special circumstances instead progress；
G, floor height and crossbeam positioning：
Technological process is：Spirit level levelling → measurement floor height error → analytical error → alignment error（Determine scheme）→ paint
Crossbeam processed installs vertical cross section → unwrapping wire；
H, crossbeam corner brace-i.e. positioning, installation of the crossbeam with the adaptor of vertical beam link：
Technological process is：Prepare accuracy → inspection crossbeam position line → drilling → installation of mould → inspection mould；
I, glass curtain wall member is installed：
Technological process is：Fireproof partition plate, anti-guncotton installation → lightning protection node processing → glass curtain wall member installation → note
Weather proofing sealant → cleaning ending；
J, grid curtain wall construction：
Technological process is：Connector installation → floor height and grille strip measurement and positioning, unwrapping wire → grid corner brace positioning drilling →
Grid is installed.
Embodiment five：
A kind of Curtain wall with open frame construction method of the irregular curtain wall of cellular male type, it is implemented described in embodiment three
The integrally-built construction method of the cellular irregular curtain wall of male type, the cellular irregular curtain wall of male type is by P blocks
Glass curtain wall member combination is formed；In use, by plane, not etc. big triangle glass curtain wall does not prolong equilateral connection two-by-two（Referring to Fig. 7,
Figure 11）, form the irregular curtain wall overall structure of cellular male type；（Referring to Fig. 8-1, Fig. 8-2）；
Its construction technology process is：Preparation → embedded iron parts → installation connecting element → vertical beam line setting → installation before construction
The positioning of the adaptor for adaptor → vertical beam installation → floor height and crossbeam positioning → crossbeam corner brace-i.e. crossbeam links with vertical beam, peace
Dress → glass curtain wall member installation.（Referring to Fig. 9-2）；
Its basic step is also identical with example IV, and institute is different to be：Due to using bright frame using glass curtain wall member,
Then without J, grid curtain wall construction step.
Claims (6)
- A kind of 1. construction method of the irregular curtain wall of cellular male type, it is characterised in that：The cellular male type is not advised Then curtain wall overall structure is to be combined to form by P block glass curtain wall members；During construction, by the plane big triangle glass curtain wall two such as not Two prolong equilateral connection, form the irregular curtain wall overall structure of cellular male type；P span is：P is whole more than 3 Number；Its construction technology process is：Preparation → embedded iron parts → installation connecting element → vertical beam line setting → installation switching before construction The positioning of the adaptor for part → vertical beam installation → floor height and crossbeam positioning → crossbeam corner brace-i.e. crossbeam links with vertical beam, installation → Glass curtain wall member installation → grid curtain wall construction；It comprises the following steps：A, prepare before construction：A1, Deepen Design：Calculating is designed by simply supported beam mechanical model to curtain-wall stand-column, including load is calculated, column section is selected, column strength Calculating, column Rigidity Calculation, column shear calculation；A2, the profile for designing the irregular curtain wall of cellular male type：B, embedded iron parts：Embedded iron parts are the structural member that curtain wall is connected with agent structure；B1, typical process flow are：Find out orientation axis → finding out anchor point → fetch water it is flat → draw horizontal line → measurement error control The size of system → alignment error → horizontal segmentation → checking horizontal segmentation；B2, rear built-in fitting of planting are handled, and are only carried out when checking and accepting unqualified；C, installation connecting element：Typical process flow is：The quasi- embedded iron parts control vertical beam vertical line of preparation of construction → seek → drawing horizontal line controlled level height and Depth size → spot welding → checks → is welded with formal fixation → anti-corrosion → scarfing cinder → antirust；C1, find former built-in fitting control vertical beam vertical line → drawing horizontal line controlled level height and depth size；C2, spot welding, the interim fixation for being attached part：Millet cake 2~3 point are each welded during spot welding；C3, formally freeze：The connector of acceptance(check) is fixed；C4, preservative treatment：Including cleaning welding slag, brush antirust paint, brush protective topcoat；D, vertical beam line setting：Y-axis arrangement of the vertical beam line setting along rectangular coordinate system, its technological process include：Finding burst at the seams position → fetched water horizontal line in key stratum accurately at the construction field (site), → searching auxiliary layer fetch water horizontal line → is found out perpendicular Beam unwrapping wire anchor point → reinforcing anchor point → draws horizontal point of error → alignment error → progress of horizontal line → inspection AQL line Cut the standard that → accuracy for checking horizontal segmentation → hangs vertical line → inspection perpendicularity → fixed vertical line → all unwrapping wire of inspection True line → emphasis checks corner, becomes the unwrapping wire situation of face position；D1, key stratum is chosen, key stratum is cleaned out, prevented influence of the debris to bursting at the seams, key point is found out in key stratum And it is fixed reinforce this good point, and to the spirit level levelling of this point, so as to water detection horizontal line on demand；D2, need to find an auxiliary layer and fetch water flat, to ensure a piece position line of 2 points of formation, auxiliary layer can be one or several It is individual；D3, on key stratum find vertical beam unwrapping wire anchor point；Anchor point is typically becoming face interface, corner, when flat curtain is longer can be in the planes between, key point is not low In two；Adaptor is installed E,：Technological process is：Cleaning connector → installation → is adjusted → tightened up；E1, cleaning connector:Installation iron corner clip, mounted connector is cleared up before channel-section steel, if having polluted or rotten Erosion, will carry out preservative treatment again;E2, installation 90 ° of galvanized iron codes, channel-section steels, bolt through the slotted hole of connector and adaptor and is tightened, and keep X to Adjustable state；E3, the galvanized iron code to not being inconsistent position, channel-section steel will be changed in time, it is impossible to ignore any hidden danger that may be present with subjectivity；F, vertical beam is installed：Technological process is：Checking that vertical beam model, specification → check mark are in place, → set core retainer plate fixed beam lower end → is worn in bolt fixed beam End → three-dimensional correction → reinforcing → preservative treatment；Vertical beam installation typically from bottom to top carry out, special circumstances instead progress；G, floor height and crossbeam positioning：Technological process is：Spirit level levelling → measurement floor height error → analytical error → alignment error simultaneously determines that scheme → drafting is horizontal Beam installs vertical cross section → unwrapping wire；H, crossbeam corner brace-i.e. positioning, installation of the crossbeam with the adaptor of vertical beam link：Technological process is：Prepare accuracy → inspection crossbeam position line → drilling → installation of mould → inspection mould；I, glass curtain wall member is installed：Technological process is：Fireproof partition plate, anti-guncotton installation → lightning protection node processing → glass curtain wall member is installed → are noted weather-proof Fluid sealant → cleaning ending.
- A kind of 2. construction method of cellular irregular curtain wall of male type according to claim 1, it is characterised in that：It Also include a J, grid curtain wall construction：Technological process is：Connector installation → floor height and grille strip measurement and positioning, unwrapping wire → grid corner brace positioning drilling → grid Installation.
- 3. a kind of construction method of cellular irregular curtain wall of male type according to claim 1 or 2, its feature exist In：Forming the integrally-built glass curtain wall member of the above-mentioned irregular curtain wall of cellular male type includes regular hexagon curtain wall component （A）, triangle honeycomb glass curtain metope component I（B ）, triangle honeycomb glass curtain metope component II（C）；The regular hexagon curtain wall component（A）, triangle honeycomb glass curtain metope component I（B ）And triangle honeycomb glass Glass curtain wall face component II（C）It is to be made up of glass curtain wall monomer and keel；Regular hexagon curtain wall component（A）It is to be made up of P block regular hexagon glass curtain wall monomers；Triangle honeycomb glass curtain metope component I（B ）It is by sealene triangle shaped steel keel 41 and P block regular hexagons Glass curtain wall monomer is formed；Triangle honeycomb glass curtain metope component II（C）It is by the P block regular hexagon glass curtains of equilateral triangle shaped steel keel 42 Wall monomer is formed；The anisometric triangle honeycomb glass curtain metope component I of the length of side（B ）With triangle honeycomb glass curtain metope component II （C）Prolong equilateral connection two-by-two, formed just like the irregular curtain wall overall structure of the cellular male type of diamond.
- A kind of 4. construction method of cellular irregular curtain wall of male type according to claim 3, it is characterised in that： The glass curtain wall monomer for forming above-mentioned various glass curtain wall members is by m block normal glasses（1）And the non-standard glass of n blocks（2） With structure frame line（3）Combination is formed, every block of normal glass（1）Be shaped as rectangular or square, structure frame line（3）For just Hexagon or rectangle are trapezoidal, the non-standard glass of n blocks（2）Positioned at m block normal glasses（1）Periphery and structure frame line（3）Form Space between, m, n span are：M, n is the even number between 4~12.
- A kind of 5. construction method of cellular irregular curtain wall of male type according to claim 4, it is characterised in that：Institute The glass curtain wall monomer stated is by 4 blocks of normal glasses I（11）And 4 blocks of non-standard glass I（21）With structure frame line I（31）Group Close and form, normal glass I（11）Be shaped as rectangle, described frame line I（31）For regular hexagon, described non-standard glass Ⅰ（21）For two right-angle sides respectively with normal glass I（11）The equal right angled triangle I in both sides（21）, i.e.,：1/2 normal glass I （11）.
- A kind of 6. construction method of cellular irregular curtain wall of male type according to claim 4, it is characterised in that：Institute The glass curtain wall monomer stated is by m blocks normal glass II（12）And the non-standard glass II of n blocks（22）With structure frame line II （32）, structure frame line III（33）Or structure frame line IV（34）Combination is formed, normal glass II（12）Be shaped as square, Described structure frame line II（32）, structure frame line III（33）Or structure frame line IV（34）Respectively regular hexagon, rectangle Or trapezoidal, described non-standard glass II（22）For irregular shape.
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| CN108842951B (en) * | 2018-08-24 | 2020-02-04 | 上海宝冶集团有限公司 | Construction method of curtain wall with honeycomb decoration |
| CN109299546A (en) * | 2018-09-28 | 2019-02-01 | 浙江大境筑科技发展有限公司 | Curtain wall engineering amount statistical method based on BIM |
| CN110331802A (en) * | 2019-06-20 | 2019-10-15 | 成张佳宁 | A kind of construction method of polymorphic structure aluminium veneer curtain wall |
| 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 |
| CN112575933B (en) * | 2020-12-02 | 2022-03-15 | 上海江河幕墙系统工程有限公司 | Ultra-large special-shaped curved surface enamel plate modeling unit type curtain wall system |
| CN113298213B (en) * | 2021-06-03 | 2023-12-22 | 杭州三坛医疗科技有限公司 | Label, label detection method and device, visual reference system, device and medium |
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| CN201358533Y (en) * | 2009-01-15 | 2009-12-09 | 李毅 | Special solar photovoltaic curtain wall glass |
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