CN105804298A - 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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- CN105804298A CN105804298A CN201610176641.1A CN201610176641A CN105804298A CN 105804298 A CN105804298 A CN 105804298A CN 201610176641 A CN201610176641 A CN 201610176641A CN 105804298 A CN105804298 A CN 105804298A
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- 230000001788 irregular Effects 0.000 title claims abstract description 61
- 239000011521 glass Substances 0.000 claims abstract description 210
- 238000000034 method Methods 0.000 claims abstract description 44
- 238000009434 installation Methods 0.000 claims abstract description 42
- 230000008569 process Effects 0.000 claims abstract description 38
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 33
- 238000005516 engineering process Methods 0.000 claims abstract description 12
- 229910052742 iron Inorganic materials 0.000 claims abstract description 10
- 238000002360 preparation method Methods 0.000 claims abstract description 8
- 230000001413 cellular effect Effects 0.000 claims description 57
- 239000000178 monomer Substances 0.000 claims description 43
- 229910000831 Steel Inorganic materials 0.000 claims description 28
- 239000010959 steel Substances 0.000 claims description 28
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 15
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Classifications
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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
- E04B2/885—Curtain walls comprising a supporting structure for flush mounted glazing panels
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
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 construction method thereof, a kind of cellular male type is irregular
The construction method of curtain wall.
Background technology
Current existing glass curtain wall technology is all to form with glass with supporting structure, and relative agent structure has certain position
Shifting ability, do not share the suffered effect of agent structure, simply building external envelope structure or decorating structure；Along with economy develops rapidly,
Architectural appearance is increasingly paid attention to by investor, builds shape by regular cubes such as original cuboid, cylinders to existing
Obform body change, the glass curtain wall as building decoration changes the most therewith；For the requirement of satisfied abnormity, curtain wall technique is in choosing
All complicated many on material, scantling and stress balance.
Summary of the invention
It is an object of the invention to provide the construction method of a kind of irregular curtain wall of cellular male type, this glass curtain wall
Monomer, cellular male type irregular curtain wall overall structure, in the case of intrinsic stress system cannot change, use geometry
Three-dimensional curtain wall profile is divided into flat shape one by one by principle, by point and face, is moulded solid by face and body, forms abnormity
Glass curtain wall profile；The invention provides the construction method realizing this structure, by ripe flat glass curtain wall technique by deep
Change design to be used on emerging shaped glass curtain wall, solve that current shaped glass curtain wall selection is difficult, scantling is various, construction
The problem such as complex process, construction management are loaded down with trivial details.
The technical scheme solving the problems referred to above is to be characterised by: it is to implement cellular male type irregular curtain wall entirety
The construction method of structure, this irregular curtain wall of cellular male type is to be made up of the combination of P block glass curtain wall member；During construction,
The plane big triangle glass curtain wall such as not is prolonged equilateral connection two-by-two, forms cellular male type irregular curtain wall entirety knot
Structure；The span of P 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 switching before construction
The location of adaptor that part → vertical beam installation → floor height and crossbeam location → 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:
Prepare before A, construction:
A1, Deepen Design:
It is designed calculating by simply supported beam mechanical model to curtain-wall stand-column, including load calculating, column section selection, column strength
Calculating, column Rigidity Calculation, column shear calculation；
A2, design the profile of the irregular curtain wall of cellular male type:
B, embedded iron parts:
Embedded iron parts is the structural member that curtain wall is connected with agent structure；
B1, typical process flow be: find out orientation axis → find out anchor point → fetch water flat → draw horizontal line → measurement error control
The size of system → alignment error → horizontal segmentation → checking horizontal segmentation；
B2, after plant built-in fitting process (only check and accept defective time carry out)；
C, installation connecting element:
Typical process flow is: preparation of construction → seek quasi-embedded iron parts comparison vertical beam vertical line → draw horizontal line control level height
And the formal fixing → anticorrosion → scarfing cinder of depth size → spot welding → check → be welded with → antirust；
C1, find former built-in fitting comparison vertical beam vertical line → draw horizontal line control level height and depth size；
C2, spot welding, it is attached the interim fixing of part: each welding cake 2～3 point during spot welding, it is ensured that connector will not take off
Fall；
C3, formally freeze: the connector of acceptance(check) is fixed；
C4, preservative treatment: include clearing up welding slag, brush antirust paint, brush protective topcoat；
D, vertical beam line setting:
Vertical beam line setting is arranged along the Y-axis of rectangular coordinate system, and its technological process includes:
Find burst at the seams position → fetch water horizontal line → find out at key stratum horizontal line → searching auxiliary layer of fetching water at the construction field (site) accurately
Error → the alignment error of vertical beam unwrapping wire anchor point → anchor point is reinforced → drawn horizontal line → inspection AQL line → carry out
The accuracy of horizontal segmentation → check horizontal segmentation → hang vertical line → inspection perpendicularity → fixed vertical line → inspection institute
Accurate line → the emphasis having unwrapping wire checks corner, becomes the unwrapping wire situation of position, face；
D1, choose key stratum, key stratum is cleaned out, prevents the foreign material impact on bursting at the seams, find out key point at key stratum
And fix reinforcing this point good, and this point is used level gauge levelling, in order to water detection horizontal line on demand；
D2, needing to find an auxiliary layer and fetch water flat, to ensure that form a location line at 2, auxiliary layer can be one or several
Individual；
D3, on key stratum find vertical beam unwrapping wire anchor point；
Anchor point is typically becoming face seam, corner, when flat curtain is longer can be in the planes between, but the most necessary
Adjustment position, it is ensured that line, the unification of space of planes；Key point is not less than two；
E, installation adaptor:
Technological process is: cleaning connector → install → adjust → tighten up；
E1, cleaning connector: to clear up mounted connector before installing iron corner clip, channel-section steel, if having polluted or rotten
Erosion, will carry out preservative treatment again;
E2,90 ° of galvanized iron codes, channel-section steels are installed, bolt through connector and the slotted hole of adaptor and are tightened, and keep X to
Scalable state；
E3, to not being inconsistent the galvanized iron code of position, channel-section steel to be changed in time, it is impossible to ignore any hidden danger that may be present with subjectivity；
F, vertical beam are installed:
Technological process is: check vertical beam model, specification → check the number in place → set core retainer plate fixes beam lower end → wear bolt and fixes on beam
End → three-dimensional correction → reinforcing → preservative treatment；
Vertical beam is installed and typically is from bottom to top carried out, special circumstances instead carry out；
G, floor height and crossbeam location:
Technological process is: level gauge levelling → measurement floor height error → analytical error → alignment error also determines that scheme → drafting is horizontal
Beam installs vertical cross section → unwrapping wire；
H, crossbeam corner brace-i.e. crossbeam and the location of adaptor of vertical beam link, installation:
Technological process is: prepare the accuracy → inspection crossbeam location line → boring → installation of mould → inspection mould；
I, glass curtain wall member are installed:
Technological process is: fireproof partition plate, anti-Pyroxylin installation → lightning protection node processing → glass curtain wall member are installed → note weather-proof
Fluid sealant → cleaning ending.
The further technical scheme of this 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 location boring → grid
Install；The program is applicable to the integrally-built construction of irregular frame concealed curtain wall of cellular male type.
The further technical scheme of this construction method is: the cellular male type irregular screen described in this construction method
Wall overall structure is to be made up of the combination of P block glass curtain wall member；During use, the plane big triangle glass curtain wall such as not is prolonged two-by-two
Equilateral connection, forms cellular male type irregular curtain wall overall structure；The span of P is: p is the integer more than 3；
Described glass curtain wall member includes regular hexagon curtain wall component, triangle honeycomb glass curtain metope assembly I, triangle honeybee
Nido glass curtain metope assembly II；
Described regular hexagon curtain wall component, triangle honeycomb glass curtain metope assembly I and triangle honeycomb glass curtain wall
Face assembly II is all the above-mentioned glass curtain wall monomer of the present invention and Os Draconis are constituted；
Regular hexagon curtain wall component is to be made up of P block regular hexagon glass curtain wall monomer；
Triangle honeycomb glass curtain metope assembly I is by sealene triangle shaped steel Os Draconis and P block regular hexagon glass curtain
Wall monomer is constituted；
Triangle honeycomb glass curtain metope assembly II is by equilateral triangle shaped steel Os Draconis and P block regular hexagon glass curtain wall
Monomer is constituted；
The length of side anisometric triangle honeycomb glass curtain metope assembly I is with triangle honeycomb glass curtain metope assembly II two-by-two
Prolong equilateral connection, formed just like the cellular male type irregular curtain wall overall structure of diamond.
Its further technical scheme is: the glass curtain wall monomer constituting above-mentioned various glass curtain wall member is by m block standard
Glass and the non-standard glass of n block and the combination of structure frame line are constituted, every block of normal glass be shaped as rectangular or square when, knot
Structure frame line is regular hexagon or rectangle or trapezoidal, and the non-standard glass of n block is positioned at m block normal glass periphery and structure frame line structure
Between the space become, the span of m, n is: m, n are the even number between 4～12.
Further technical scheme is: this glass curtain wall monomer is by the non-standard glass I of 4 blocks of normal glasses I and 4 blocks
With structure frame line I combination constitute, normal glass I be shaped as rectangle, described frame line I is regular hexagon, and described is non-
Normal glass I is the right angled triangle I that two right-angle sides are equal with the both sides of normal glass I respectively, it may be assumed that 1/2 normal glass I.
Further technical scheme or: this glass curtain wall monomer is by m block the normal glass II and n non-standard glass of block
Glass II is constituted with structure frame line II, structure frame line III or structure frame line IV combination, normal glass II be shaped as pros
Shape, described structure frame line II, structure frame line III or structure frame line IV are respectively regular hexagon, rectangle or trapezoidal, institute
The non-standard glass II stated is for regular or irregularly shaped.
Due to use technique scheme, the construction method of the irregular curtain wall of a kind of cellular male type of the present invention with
Existing technology is compared and is had the advantages that
One, for glass curtain wall monomer, cellular male type irregular curtain wall overall structure, have the advantage that
1, it is to be combined structure by m block the normal glass 1 and n non-standard glass of block 2 and structure frame line 3 due to this glass curtain wall monomer
Become, every block of normal glass 1 be shaped as rectangular or square when, the normal glass size as main material is unified, it is simple to purchases, manage
Reason；
2, being planar structural member due to this glass curtain wall monomer (including tetragon, trapezoidal and regular hexagon), construction technology becomes
Ripe；
3, the structure lines 3 selection multiformity of glass curtain wall monomer 1, meets existing hidden frame and two kinds of glass curtain walls of bright frame simultaneously
Demand；
4, the regular hexagon glass curtain wall member A of multiple regular hexagon glass curtain wall monomers composition presents honeycomb, handsome in appearance；
5, cell cube regular hexagon glass curtain wall monomer by the intrinsic force type steel joist 4 of glass curtain wall as regular hexagon glass
Glass curtain wall component a-quadrant cut-off rule, it is ensured that the self gravitation of large-scale curtain wall and stress transmission meet design requirement.
6, triangle honeycomb glass curtain metope assembly I B, triangle honeycomb glass curtain metope assembly II C use triangle
Shape three limit relation management glass curtain wall, by the intrinsic force type steel joist 41,42 of glass curtain wall as regular hexagon glass curtain
Wall assembly B region segmentation, forms plane triangle curtain wall；The smooth vertical and horizontal perception of more general curtain wall type steel joist more has vision to imitate
Really.
7, adjacent triangle uses isometric shared limit, maintains the aesthetic property of design；
8, the feature that utilization shaped steel Os Draconis 4 rigidity is big is two adjacent triangle honeycomb glass curtain metope B and designs certain angle
Degree, allows planar structure originally form overlapping relation, forms evagination or the change of shape of indent；
9, multiple adjacent triangle honeycomb glass curtain metope C pass through Deepen Design, intersect two-by-two between face with face, and all shapes
Have a certain degree, finally close, form obform body；Shaped glass curtain wall knot is simplified by ripe flat glass curtain wall technique
Structure.
Two, for cellular male type irregular screen wall construction method, have the advantage that
1, difficulty of construction can be reduced, the reduction of erection time: abnormity D surface measurement two dimensional surface mode embodied, use by positive six
Limit shape honeycomb be point, triangle projective planum glass curtain wall be that architectural appearance is moulded with the equilateral mode being connected as body in face in face, face, reduce
Difficulty of construction, 43 days reductions of erection time.
2, use concealed frame glass curtain wall construction technology, belong to framework support class curtain wall, technology maturation, curtain wall good leak tightness,
Piece size is uniform, transitions smooth, facade flatness are high, and artistic effect obtains intact representing, and achieves good society's effect
Benefit.
3, construction funds are saved: glass curtain wall and steel structure stress system of the present invention is cancelled column and changed beam type stress into, relatively introduces height
Strong type material, is greatly saved operating expenses.
4, collocation metallic grid light weight installed by curtain wall, and factory makes, and with curtain wall synchronous construction, short construction period, finished product is protected
Protect easily, clean easy, change easily operation.
5, using the products such as aluminum square tube, veneer, meet tension, shearing strength requirement, from heavy and light, pin-connected panel is constructed, is carried
High speed of application 50%～80%.
Below in conjunction with the accompanying drawings with the embodiment construction method to the irregular curtain wall of a kind of cellular male type of the present invention
Technical characteristic be described further.
Accompanying drawing explanation
One of glass curtain wall monomer structure schematic diagram described in Fig. 1-1: embodiment one；
(frame line is that regular hexagon, normal glass are to two of glass curtain wall monomer structure schematic diagram described in Fig. 1-2, embodiment one
Square)；
Described in Fig. 1-3: embodiment one the three of glass curtain wall monomer structure schematic diagram；(frame line is that rectangle, normal glass are for square
Shape)；
Described in Fig. 1-4: embodiment one the four of glass curtain wall monomer structure schematic diagram；(frame line be trapezoidal, normal glass be pros
Shape)；
(frame line is that regular hexagon, normal glass are for long to five of glass curtain wall monomer structure schematic diagram described in Fig. 2-1 embodiment one
Frame square, bright)；
(frame line is that regular hexagon, normal glass are to six of glass curtain wall monomer structure schematic diagram described in Fig. 2-2: embodiment one
Rectangle, dark frame)；
The structural representation of cellular flat glass curtain wall described in Fig. 3: embodiment two；
Fig. 4: constitute the triangle honeycomb glass curtain metope assembly I of the irregular curtain wall of cellular male type described in embodiment three
Structural representation；
Fig. 5: constitute the triangle honeycomb glass curtain metope assembly of the irregular curtain wall of cellular male type described in embodiment three
The structural representation of II；
Cellular male type irregular curtain wall shaped steel keel structure schematic diagram described in Fig. 6-1: embodiment three；
Described in Fig. 6-2: embodiment three, one of cellular male type irregular screen wall construction schematic diagram is (by triangle honeycomb glass
Glass curtain wall face assembly II is constituted)；
Described in Fig. 7: embodiment three, the two of cellular male type irregular screen wall construction schematic diagram (by triangle honeycomb glass
Curtain wall face assembly I is constituted)；
Cellular male type irregular curtain wall overall structure schematic diagram described in Fig. 8-1, Fig. 8-2: embodiment three.
Fig. 9-1～Figure 17: cellular male type irregular screen wall construction method schematic diagram:
Fig. 9-1: the process chart of the frame concealed curtain wall construction method of a kind of irregular curtain wall of cellular male type；
Fig. 9-2: the process chart of the Curtain wall with open frame construction method of a kind of irregular curtain wall of cellular male type；
Figure 10-1: use hotel's steelframe illustraton of model of the Curtain wall with open frame construction method of the irregular curtain wall of cellular male type；
Figure 10-2: the structure stress schematic diagram of the irregular curtain wall of cellular male type；
The axle facade expanded view of Figure 11: the irregular curtain wall of cellular male type；
Figure 12: built-in fitting construction schematic diagram；
Figure 13: connect node construction schematic diagram；
Figure 14-1: steel construction salient point elevation, Figure 14-2: steel construction salient point profile,
The D-D sectional view of Figure 14-3:14-2；
Figure 15: partial plan layout figure at steelframe corner making,
Figure 16: steelframe elevation；
The engineering elevation (top only steelframe, bottom are for completing effect) of Figure 17: the irregular curtain wall of cellular male type.
In Fig. 1～Fig. 8:
1-normal glass, 11-normal glass I, 12-normal glass II；
The non-standard glass of 2-, the non-standard glass of 21-I, the non-standard glass of 22-II；
3-structure frame line, 31-structure frame line I, 32-structure frame line II, 33-structure frame line III,
34-structure frame line IV；
The shaped steel Os Draconis (scalene triangle) of 41-triangle honeycomb glass curtain metope assembly I；
The shaped steel Os Draconis (equilateral triangle) of 42-triangle honeycomb glass curtain metope assembly I；
A-regular hexagon curtain wall component, B-triangle honeycomb glass curtain metope assembly I,
C-triangle honeycomb glass curtain metope assembly II.
In Fig. 9～Figure 17:
5-agent structure, 51-concrete, 6-curtain wall built-in fitting, 7-square tube, the zinc-plated square tube of 71-；8-steel truss, 81-Os Draconis, 82-
Intersection, 83-reinforcement, 9-backing plate, 10-aluminum veneer；
LBY-aluminum alloy beancurd leaf, FMGS-honeycomb curtain wall, LDB-spill aluminium veneer curtain wall, YK-concealed frame glass curtain wall, MK-is bright
Frame glass curtain wall.
Detailed description of the invention
Embodiment one:
A kind of glass curtain wall monomer, this glass curtain wall monomer is by m block the normal glass 1 and n non-standard glass of block 2 and structure limit
Wire 3 combination constitute, every block of normal glass 1 be shaped as rectangular or square when, structure frame line 3 is regular hexagon or rectangle, n
The non-standard glass of block 2 is between the space that m block normal glass 1 periphery and structure frame line 3 are constituted；The span of m, n is:
M, n are the even number between 4～12；
It is different with the shape of structure frame line 3 according to the normal glass 1 and non-standard glass 2 constituting this glass curtain wall monomer,
Glass curtain wall monomer has a following different frame mode:
One of embodiment one structure:
1, regular hexagon glass curtain wall monomer:
As shown in Fig. 2-1, this orthohexagonal glass curtain wall monomer is by the non-standard glass I of 4 blocks of normal glasses I 11 and 4 blocks
21 and structure frame line I 31 combination constitute, normal glass I 11 be shaped as rectangle, described frame line I 31 is regular hexagon,
Described non-standard glass I 21 is the right angled triangle I 21 that two right-angle sides are equal with the both sides of normal glass I 11 respectively, it may be assumed that 1/
2 normal glasses I 11.
As shown in Figure 1-2, this orthohexagonal glass curtain wall monomer 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 are constituted, and described frame line II 32 is regular hexagon, and described is nonstandard
Quasi-glass II 22 is irregularly shaped；As a kind of conversion of the embodiment of the present invention, 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 the span of general m, n is: m, n are the even number between 4～12；
2, rectangle (square) glass curtain wall monomer: (seeing Fig. 1-3)
As Figure 1-3, the glass curtain wall monomer of this rectangle (square) is by 8 blocks of square normal glasses II 12 and 8 pieces
Non-standard glass II 22 and structure frame line III 33 combination are constituted, and described frame line III 33 is rectangle (square), described
Non-standard glass II 22 is regular or irregularly shaped；
3, trapezoidal glass curtain wall monomer: (seeing Fig. 1-4)
As Figure 1-4, this trapezoidal glass curtain wall monomer is by 4 blocks of square normal glasses II 12 and 4 pieces of non-standard glass
Glass II 22 and structure frame line IV 34 combination are constituted, and described structure frame line IV 34 is trapezoidal, described non-standard glass II
22 is irregularly shaped；
As a kind of conversion of the embodiment of the present invention, square the block number m of normal glass II 12, the block number of non-standard glass II 22
N can also increase and decrease, and the span of general m, n is: m, n are 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 it is shown on figure 3, this cellular flat glass curtain wall is by regular hexagon curtain wall component A: this regular hexagon curtain wall component A
Being made up of orthohexagonal glass curtain wall monomer various described in embodiment one, concrete structure sees the structure 1 of embodiment one, just
Hexagon glass curtain wall monomer, sees Fig. 2-1, Fig. 2-2, and Fig. 2-1 is bright frame, and Fig. 2-2 is hidden frame.
Embodiment three: the irregular curtain wall of cellular male type:
This irregular curtain wall of cellular male type is to be made up of the combination of P block glass curtain wall member；During use, plane is not waited big
Triangle glass curtain wall prolongs equilateral connection two-by-two, formed cellular male type irregular curtain wall overall structure (see Fig. 8-1,
Fig. 8-2)；
Described glass curtain wall member includes that triangle honeycomb glass curtain metope assembly I B(sees Fig. 4), triangle honeycomb glass
Glass curtain wall face assembly II C(sees Fig. 5)；
Triangle honeycomb glass curtain metope assembly I B and triangle honeycomb glass curtain metope assembly II C is all by embodiment
Glass curtain wall monomer and Os Draconis described in one are constituted；
Described triangle honeycomb glass curtain metope assembly I B is by sealene triangle shaped steel Os Draconis 41 and P block regular hexagon
Glass curtain wall monomer constitutes (seeing Fig. 4)；
Triangle honeycomb glass curtain metope assembly II C is by equilateral triangle shaped steel Os Draconis 42 and P block regular hexagon glass
Curtain wall monomer constitutes (seeing Fig. 5)；
The length of side anisometric triangle honeycomb glass curtain metope assembly I B and triangle honeycomb glass curtain metope assembly II C two
Two prolong equilateral connection, are formed just like the cellular male type irregular curtain wall overall structure of diamond (sees Fig. 6-2, Fig. 7, figure
8).
The span of above-mentioned P is: p is the integer more than 3, and general span is；P is any between 3～10000
Integer, as required, it is also possible to the biggest.
Embodiment four:
A kind of construction method of the frame concealed curtain wall of the irregular curtain wall of cellular male type:
It is the construction party of the frame concealed curtain wall implementing the cellular male type irregular curtain wall overall structure described in embodiment three
Method, this irregular curtain wall of cellular male type is to be made up of the combination of P block glass curtain wall member；During use, plane is not waited big
Triangle glass curtain wall prolongs equilateral connection two-by-two, forms cellular male type irregular curtain wall overall structure；(see Fig. 8-1,
Fig. 8-2)；
The frame concealed curtain wall construction method of the irregular curtain wall of the cellular male type of the present invention, by three-dimensional by brilliant architectural appearance
Turn two dimension, use section steel beam that the plane big triangle glass curtain wall such as not is prolonged equilateral connection two-by-two, form evagination irregularly shaped,
Just like diamond；
Its construction technology process is: preparation → embedded iron parts → installation connecting element → vertical beam line setting → installation switching before construction
The location of adaptor that part → vertical beam installation → floor height and crossbeam location → crossbeam corner brace-i.e. crossbeam links with vertical beam, installation →
Glass curtain wall member installation → grid curtain wall construction (seeing Fig. 9-1)；
Prepare before A, construction:
A1, Deepen Design:
It is designed calculating by simply supported beam mechanical model to curtain-wall stand-column, (includes that load calculates, column section is selected, column is strong
Degree calculating, column Rigidity Calculation, column shear calculation)；
Conventional planar frame concealed curtain wall, its structure stress transmitting characteristic is: load → glass → horizontal secondary joist → vertical main joist
→ structure built-in fitting → agent structure；Wherein, the termination of vertical main joist is by the built-in fitting in contiguous floors and agent structure
Connect, form classical simply supported beam force structure；
The male type irregular polyhedrons frame concealed curtain wall of the present invention, owing to it exists the intersection (ginseng that a plurality of oblique plane intersects
See Figure 10-1), intersection is positioned at the vacancy of facing of contiguous floors, and vertical main joist directly cannot be transmitted to power in agent structure,
Therefore, this curtain wall needs to increase Steel Truss Beam at intersection such that it is able to make at intersection the vertical keel of both sides by lotus
Load is delivered on truss, is delivered in agent structure (see Figure 10-2, such as H truss two ends by the two ends of girder truss the most again
Head is fixed on the floor of 12,14 layers), compared to tradition stress system, additional girder truss is equivalent to a stress transition
Structure；At intersection, curtain wall construction loading characteristic is: 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 along
The Y-axis of rectangular coordinate system is arranged, crossbeam is arranged along the X-axis of rectangular coordinate system, and the bearing capacity of Curtain Wall is effectively ensured；
A2, design the profile (seeing Figure 10-2, Figure 11, Figure 17) of the frame concealed curtain wall of the irregular curtain wall of cellular male type:
B, embedded iron parts (seeing Figure 12):
Embedded iron parts is the structural member that curtain wall is connected with agent structure；
B1, typical process flow be: find out orientation axis → find out anchor point → fetch water flat → draw horizontal line → measurement error control
The size of system → alignment error → horizontal segmentation → checking horizontal segmentation；
B2, after plant built-in fitting process (only check and accept defective time carry out)；
C, installation connecting element (seeing Figure 13):
Typical process flow is: preparation of construction → seek quasi-embedded iron parts comparison vertical beam vertical line → draw horizontal line control level height
And the formal fixing → anticorrosion → scarfing cinder of depth size → spot welding → check → be welded with → antirust；
C1, find former built-in fitting comparison vertical beam vertical line → draw horizontal line control level height and depth size；
C2, spot welding, it is attached the interim fixing of part: each welding cake 2～3 point during spot welding, it is ensured that connector will not take off
Fall；
C3, formally freeze: the connector of acceptance(check) is fixed；
C4, preservative treatment: include clearing up welding slag, brush antirust paint, brush protective topcoat；
D, vertical beam line setting:
Vertical beam line setting is arranged along the Y-axis of rectangular coordinate system, and its technological process includes:
Find burst at the seams position → fetch water horizontal line → find out at key stratum horizontal line → searching auxiliary layer of fetching water at the construction field (site) accurately
Error → the alignment error of vertical beam unwrapping wire anchor point → anchor point is reinforced → drawn horizontal line → inspection AQL line → carry out
The accuracy of horizontal segmentation → check horizontal segmentation → hang vertical line → inspection perpendicularity → fixed vertical line → inspection institute
Accurate line → the emphasis having unwrapping wire checks corner, becomes the unwrapping wire situation of position, face；
D1, choose key stratum, key stratum is cleaned out, prevents the foreign material impact on bursting at the seams, find out key point at key stratum
And fix reinforcing this point good, and this point is used level gauge levelling, in order to water detection horizontal line on demand；
D2, needing to find an auxiliary layer and fetch water flat, to ensure that form a location line at 2, auxiliary layer can be one or several
Individual；
D3, on key stratum find vertical beam unwrapping wire anchor point；
Anchor point is typically becoming face seam, corner, when flat curtain is longer can be in the planes between, but the most necessary
Adjustment position, it is ensured that line, the unification of space of planes；Key point is not less than two, the complexity that changes along with each facade and whole
Arrangement and method for construction and design form and determine the number of key point；
E, installation adaptor:
Technological process is: cleaning connector → install → adjust → tighten up；
E1, cleaning connector: to clear up mounted connector before installing iron corner clip, channel-section steel, if having polluted or rotten
Erosion, will carry out preservative treatment again;
E2,90 ° of galvanized iron codes, channel-section steels are installed, bolt through connector and the slotted hole of adaptor and are tightened, and keep X to
Scalable state；
E3, to not being inconsistent the galvanized iron code of position, channel-section steel to be changed in time, it is impossible to ignore any hidden danger that may be present with subjectivity；
F, vertical beam are installed:
Technological process is: check vertical beam model, specification → check the number in place → set core retainer plate fixes beam lower end → wear bolt and fixes on beam
End → three-dimensional correction → reinforcing → preservative treatment；
Vertical beam is installed and typically is from bottom to top carried out, special circumstances instead carry out；
G, floor height and crossbeam location:
Technological process is: level gauge levelling → measurement floor height error → analytical error → alignment error (determining scheme) → drafting is horizontal
Beam installs vertical cross section → unwrapping wire；
H, crossbeam corner brace-i.e. crossbeam and the location of adaptor of vertical beam link, installation:
Technological process is: prepare the accuracy → inspection crossbeam location line → boring → installation of mould → inspection mould；
I, glass curtain wall member are installed:
Technological process is: fireproof partition plate, anti-Pyroxylin installation → lightning protection node processing → glass curtain wall member are installed → note weather-proof
Fluid 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 location boring → grid
Install.
Embodiment five:
The Curtain wall with open frame construction method of a kind of irregular curtain wall of cellular male type, it is to implement the honeycomb described in embodiment three
The male type integrally-built construction method of irregular curtain wall of shape, this irregular curtain wall of cellular male type is by P block glass
Curtain wall component combination is constituted；During use, the plane big triangle glass curtain wall such as not is prolonged equilateral connection two-by-two and (sees Fig. 7, figure
11) cellular male type irregular curtain wall overall structure, is formed；(seeing Fig. 8-1, Fig. 8-2)；
Its construction technology process is: preparation → embedded iron parts → installation connecting element → vertical beam line setting → installation switching before construction
The location of adaptor that part → vertical beam installation → floor height and crossbeam location → crossbeam corner brace-i.e. crossbeam links with vertical beam, installation →
Glass curtain wall member is installed.(seeing Fig. 9-2)；
Its basic step is also identical with embodiment four, different being of institute: owing to using glass curtain wall member to use bright frame, then do not have
There are J, grid curtain wall construction step.
Claims (6)
1. the construction method of the irregular curtain wall of cellular male type, it is characterised in that: it is to implement cellular evagination
The integrally-built construction method of the irregular curtain wall of type, this cellular male type irregular curtain wall overall structure is by P block glass
Curtain wall component combination is constituted；During construction, the plane big triangle glass curtain wall such as not is prolonged equilateral connection two-by-two, is formed cellular
Male type irregular curtain wall overall structure；The span of P 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 switching before construction
The location of adaptor that part → vertical beam installation → floor height and crossbeam location → 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:
Prepare before A, construction:
A1, Deepen Design:
It is designed calculating by simply supported beam mechanical model to curtain-wall stand-column, including load calculating, column section selection, column strength
Calculating, column Rigidity Calculation, column shear calculation；
A2, design the profile of the irregular curtain wall of cellular male type:
B, embedded iron parts:
Embedded iron parts is the structural member that curtain wall is connected with agent structure；
B1, typical process flow be: find out orientation axis → find out anchor point → fetch water flat → draw horizontal line → measurement error control
The size of system → alignment error → horizontal segmentation → checking horizontal segmentation；
B2, after plant built-in fitting process (only check and accept defective time carry out)；
C, installation connecting element:
Typical process flow is: preparation of construction → seek quasi-embedded iron parts comparison vertical beam vertical line → draw horizontal line control level height
And the formal fixing → anticorrosion → scarfing cinder of depth size → spot welding → check → be welded with → antirust；
C1, find former built-in fitting comparison vertical beam vertical line → draw horizontal line control level height and depth size；
C2, spot welding, it is attached the interim fixing of part: each welding cake 2～3 point during spot welding, it is ensured that connector will not take off
Fall；
C3, formally freeze: the connector of acceptance(check) is fixed；
C4, preservative treatment: include clearing up welding slag, brush antirust paint, brush protective topcoat；
D, vertical beam line setting:
Vertical beam line setting is arranged along the Y-axis of rectangular coordinate system, and its technological process includes:
Find burst at the seams position → fetch water horizontal line → find out at key stratum horizontal line → searching auxiliary layer of fetching water at the construction field (site) accurately
Error → the alignment error of vertical beam unwrapping wire anchor point → anchor point is reinforced → drawn horizontal line → inspection AQL line → carry out
The accuracy of horizontal segmentation → check horizontal segmentation → hang vertical line → inspection perpendicularity → fixed vertical line → inspection institute
Accurate line → the emphasis having unwrapping wire checks corner, becomes the unwrapping wire situation of position, face；
D1, choose key stratum, key stratum is cleaned out, prevents the foreign material impact on bursting at the seams, find out key point at key stratum
And fix reinforcing this point good, and this point is used level gauge levelling, in order to water detection horizontal line on demand；
D2, needing to find an auxiliary layer and fetch water flat, to ensure that form a location line at 2, auxiliary layer can be one or several
Individual；
D3, on key stratum find vertical beam unwrapping wire anchor point；
Anchor point is typically becoming face seam, corner, when flat curtain is longer can be in the planes between, but the most necessary
Adjustment position, it is ensured that line, the unification of space of planes；Key point is not less than two；
E, installation adaptor:
Technological process is: cleaning connector → install → adjust → tighten up；
E1, cleaning connector: to clear up mounted connector before installing iron corner clip, channel-section steel, if having polluted or rotten
Erosion, will carry out preservative treatment again;
E2,90 ° of galvanized iron codes, channel-section steels are installed, bolt through connector and the slotted hole of adaptor and are tightened, and keep X to
Scalable state；
E3, to not being inconsistent the galvanized iron code of position, channel-section steel to be changed in time, it is impossible to ignore any hidden danger that may be present with subjectivity；
F, vertical beam are installed:
Technological process is: check vertical beam model, specification → check the number in place → set core retainer plate fixes beam lower end → wear bolt and fixes on beam
End → three-dimensional correction → reinforcing → preservative treatment；
Vertical beam is installed and typically is from bottom to top carried out, special circumstances instead carry out；
G, floor height and crossbeam location:
Technological process is: level gauge levelling → measurement floor height error → analytical error → alignment error also determines that scheme → drafting is horizontal
Beam installs vertical cross section → unwrapping wire；
H, crossbeam corner brace-i.e. crossbeam and the location of adaptor of vertical beam link, installation:
Technological process is: prepare the accuracy → inspection crossbeam location line → boring → installation of mould → inspection mould；
I, glass curtain wall member are installed:
Technological process is: fireproof partition plate, anti-Pyroxylin installation → lightning protection node processing → glass curtain wall member are installed → note weather-proof
Fluid sealant → cleaning ending.
The construction method of a kind of irregular curtain wall of cellular male type the most 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 location boring → grid
Install.
The construction method of a kind of irregular curtain wall of cellular male type the most according to claim 1 and 2, its feature exists
In: constitute the above-mentioned cellular male type integrally-built glass curtain wall member of irregular curtain wall and include regular hexagon curtain wall component
(A), triangle honeycomb glass curtain metope assembly I (B), triangle honeycomb glass curtain metope assembly II (C)；
Described regular hexagon curtain wall component (A), triangle honeycomb glass curtain metope assembly I (B) and triangle honeycomb glass
Glass curtain wall face assembly II (C) is all to be made up of glass curtain wall monomer and Os Draconis；
Regular hexagon curtain wall component (A) is to be made up of P block regular hexagon glass curtain wall monomer；
Triangle honeycomb glass curtain metope assembly I (B) is by sealene triangle shaped steel Os Draconis 41 and P block regular hexagon
Glass curtain wall monomer is constituted；
Triangle honeycomb glass curtain metope assembly II (C) is by equilateral triangle shaped steel Os Draconis 42 P block regular hexagon glass curtain
Wall monomer is constituted；
The length of side anisometric triangle honeycomb glass curtain metope assembly I (B) and triangle honeycomb glass curtain metope assembly II
(C) prolong equilateral connection two-by-two, formed just like the cellular male type irregular curtain wall overall structure of diamond.
The construction method of a kind of irregular curtain wall of cellular male type the most according to claim 3, it is characterised in that:
The glass curtain wall monomer constituting above-mentioned various glass curtain wall member is by m block normal glass (1) and the non-standard glass of n block (2)
With structure frame line (3) combination constitute, every piece of normal glass (1) be shaped as rectangular or square when, structure frame line (3) is just
Hexagon or rectangle or trapezoidal, the non-standard glass of n block (2) is positioned at m block normal glass (1) periphery and constitutes with structure frame line (3)
Space between, the span of m, n is: m, n are the even number between 4～12.
The construction method of a kind of irregular curtain wall of cellular male type the most according to claim 4, it is characterised in that: institute
The glass curtain wall monomer stated is by the non-standard glass I (21) of 4 blocks of normal glasses I (11) and 4 block and structure frame line I (31) group
Close constitute, normal glass I (11) be shaped as rectangle, described frame line I (31) is regular hexagon, described non-standard glass
I (21) is the right angled triangle I (21) that two right-angle sides are equal with the both sides of normal glass I (11) respectively, it may be assumed that 1/2 normal glass I
(11).
The construction method of a kind of irregular curtain wall of cellular male type the most according to claim 4, it is characterised in that: institute
The glass curtain wall monomer stated is by m block normal glass II (12) and the non-standard glass of n block II (22) and structure frame line II
(32), structure frame line III (33) or structure frame line IV (34) combination constitute, normal glass II (12) be shaped as square, institute
Structure frame line II (32), structure frame line III (33) or the structure frame line IV (34) stated are respectively regular hexagon, rectangle or ladder
Shape, described non-standard glass II (22) is irregularly shaped.
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107489215A (en) * | 2017-07-27 | 2017-12-19 | 温州建设集团有限公司 | A kind of construction technology of new network type glass curtain wall |
| CN108842951A (en) * | 2018-08-24 | 2018-11-20 | 上海宝冶集团有限公司 | A kind of construction method of the 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 |
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| CN201358533Y (en) * | 2009-01-15 | 2009-12-09 | 李毅 | Special solar photovoltaic curtain wall glass |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107489215A (en) * | 2017-07-27 | 2017-12-19 | 温州建设集团有限公司 | A kind of construction technology of new network type glass curtain wall |
| CN107489215B (en) * | 2017-07-27 | 2018-06-22 | 温州建设集团有限公司 | A kind of construction technology of new network type glass curtain wall |
| CN108842951A (en) * | 2018-08-24 | 2018-11-20 | 上海宝冶集团有限公司 | A kind of construction method of the 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 |
| CN112575933A (en) * | 2020-12-02 | 2021-03-30 | 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 |
| CN113298213A (en) * | 2021-06-03 | 2021-08-24 | 杭州三坛医疗科技有限公司 | Label, label detection method and device, visual reference system, equipment and medium |
| 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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Address after: No. 167, Donghuan Avenue, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee after: Guangxi construction engineering Fifth Construction Engineering Group Co.,Ltd. Address before: No. 167, Donghuan Avenue, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee before: THE FIFTH CONSTRUCTION ENGINEERING COMPANY OF GUANGXI CONSTRUCTION ENGINEERING Group |
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