CN105178479B - The construction method of the intelligent glass curtain wall of Super High element type - Google Patents

The construction method of the intelligent glass curtain wall of Super High element type Download PDF

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Publication number
CN105178479B
CN105178479B CN201510333439.0A CN201510333439A CN105178479B CN 105178479 B CN105178479 B CN 105178479B CN 201510333439 A CN201510333439 A CN 201510333439A CN 105178479 B CN105178479 B CN 105178479B
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China
Prior art keywords
curtain
fitting
built
column
bearing
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CN201510333439.0A
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Chinese (zh)
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CN105178479A (en
Inventor
张清会
石峰
黄伟栈
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深圳市科源建设集团有限公司
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Publication of CN105178479A publication Critical patent/CN105178479A/en
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Publication of CN105178479B publication Critical patent/CN105178479B/en

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Abstract

There is high-rise glass curtain wall the invention discloses one kind, the technical problem to be solved is that the construction period is short, Wind-Pressure Resistance ability is strong, install simple, and be easy to use and repair in the future.The present invention comprises the following steps:First, pre-buried built-in fitting;2nd, erection support;The 3rd, column is installed;The 4th, lighting proof strip is installed;5th, crossbeam is installed;6th, secondary bearing is installed;7th, interlayer installs fire-proof plate;The 8th, curtain wall panel is installed;The 9th, press strip is installed.Compared with prior art, crossbeam is attached with column using socket type structural, glass plate constitutes single small unit type inlay card and the characteristics such as quick for installation, the resistance to blast of type unitized curtain wall was met on the neck of crossbeam and column, both, and water resistance is met again, convenient etc. require is repaired.

Description

The construction method of the intelligent glass curtain wall of Super High element type

Technical field

The present invention relates to a kind of curtain wall field, especially a kind of construction party of the intelligent glass curtain wall of Super High element type Method.

Background technology

With the expanding economy and the quickening of process of industrialization of China, the national strategy of urbanization promotes population to city Concentrate, cause land used nervous, building is had to high level development, and curtain wall need to also be imitated as exterior wall enclosed structure in technical quality The each side such as fruit are developed and improved.Now most of high-rise building curtain wall uses type unitized curtain wall, but existing curtain wall In structure, its anti-wind pressure effect is excessively poor, and can't be solved well the problems such as maintenance and waterproof.

The content of the invention

It is an object of the invention to provide a kind of glass curtain wall with buckle press strip, the technical problem to be solved is construction work Phase is short, and Wind-Pressure Resistance ability is strong, installs simple, and be easy to use and repair in the future.

To solve the above problems, the present invention is realized using following technical scheme:A kind of intelligent glass of Super High element type The construction method of curtain wall, comprises the following steps:First, pre-buried built-in fitting, the load-bearing on the outside of the outer overhang layer and building of building Unwrapping wire is measured according to the size of curtain wall panel on crossbeam, and according to the result of surveying setting-out, building outer overhang layer and Pre-buried first built-in fitting, the second built-in fitting are set on the load bearing cross beam on the outside of building;

2nd, erection support, the first bearing of a L-type, first are respectively mounted in the left and right sides of each first built-in fitting Bearing wherein while it is upper, be provided with the first bolt hole with the bolt position corresponding section on the first built-in fitting, the first bearing passes through First bolt hole is enclosed on the bolt on the first built-in fitting, and is connected by nut with bolt thread, makes two the first bearings Fix on outer overhang layer, set first to adjust groove on the another side of the first bearing;

The 3rd, column is installed, column is placed between the first bearing of the left and right sides, two the first bearings is clipped in column The left and right sides, bolt is inserted through column and is connected by nut with bolt thread through the first regulation groove, consolidates column It is scheduled on the first bearing, the filleting between column and the first bearing carries out weather proofing sealant encapsulation process;

The 4th, lighting proof strip is installed, draws downlead in the first built-in fitting, is connected with the downlead of the agent structure of building;

5th, crossbeam is installed, and the vertical separation of curtain wall panel is provided with pin-and-hole on the length direction of column, and pin-and-hole is set On the relative side side of adjacent two root posts, latch is plugged with the two ends of crossbeam, crossbeam is inserted by latch to be sold Kong Zhongyu column grafting is fixed;

6th, secondary bearing is installed, and the second bearing of L-type is respectively mounted on the second built-in fitting, two the second bearings are wherein One side is provided with the second bolt hole, and the second bearing passes through spiral shell by the way that the second bolt hole is enclosed on the screw rod of the second built-in fitting Cap is connected with the screw flight of the second built-in fitting, the second bearing is fixed on building bearing crossbeam, two the second bearings it is another Set second to adjust groove on one side, secondary bar is installed between two the second bearings, the rear end of secondary bar is by screw through second Regulation groove is connected with the second bearing, and the front end of secondary bar is clipped on column by holder, on the relative left and right sides of holder It is respectively equipped with holder bolt hole, the left and right sides side of column, is provided with upstanding studs with holder bolt hole position corresponding section Hole, holder bolt hole, upstanding studs hole are passed through between holder and column by bolt, and are connected with nut with bolt thread, are made Holder is connected with column;

7th, interlayer installs fire-proof plate, between architectural time two layers, the lower end installation fire-proof plate of secondary bar, before fire-proof plate End is extended at column, and the rear end of fire-proof plate is extended on load bearing cross beam, and the filling fire prevention at the gap of the surrounding of fire-proof plate Glue;

The 8th, curtain wall panel is installed, curtain wall panel is moved on the crossbeam for needing to install curtain wall panel, it is to the left that curtain wall panel is firstly placed on crossbeam Position, in the grab that the neck of aluminum alloy frame upper/lower terminal is inserted to upper and lower two crossbeams from top to bottom;Again by curtain wall panel Translate from left to right, by the grab clamping of the neck of the aluminum alloy frame left and right sides and column, provided with anti-between neck and grab Glue bar;Curtain wall panel after to installing is finely adjusted, the side side for making aluminum alloy frame and crossbeam, the column of curtain wall panel relative Face keeps horizontal and vertical, between neighbouring two pieces of curtain wall panels, mounting bracket on crossbeam;The rear end of the bracket and crossbeam It is fixedly connected, the front end of bracket is extended to aligns with the outer surface of curtain wall panel, firmly installs after non-loosening in bracket and aluminium alloy Limited block is placed between frame, after installing, the installation of right side curtain wall panel is carried out;The installation of curtain wall panel successively from left to right, from Under supreme order installed, the gap filling between adjacent two pieces of curtain wall panels has silicone sealant;

The 9th, press strip is installed, press strip is installed at the gap of two pieces of curtain wall panels up and down, press strip passes through self-tapping screw and bracket Front end is connected, and waterproof gasket cement is filled between press strip and curtain wall panel, completes the installation of glass curtain wall.

When there is upper-lower position drift condition in first built-in fitting of the present invention, full weld one on the first built-in fitting 10mm board-like embedded part.

Latch of the present invention is spring catch, and spring catch includes back seat, spring and preceding inserted link, and back seat is locked to crossbeam two In the jack at end, in the pin-and-hole of preceding inserted link insertion column.

Curtain wall panel of the present invention is made up of glass plate with the aluminum alloy frame for being pasted onto glass plate surrounding, glass plate and aluminium It is mutually bonded between alloy frame by double-sided tape.

Bracket of the present invention is provided with fixed part and supporting part;Supporting part is by the first supporting plate and the second gripper shoe groups Into the first supporting plate is obliquely installed, and the front end of the first supporting plate and the front lower ends of fixed part are connected, the rear end of the first supporting plate It is connected with the lower end of the second supporting plate, the upper end of the second supporting plate is connected with fixed part;Clamping is provided with crossbeam, positioned at cradle The first prominent edge is respectively equipped with groove, the trough rim of the both sides up and down of buckling groove;The rear end of fixed part is provided with downward projection of Hook, forms a hook portion, and the rear end of the first supporting plate is extended to outside the second supporting plate, and hook is arranged in buckling groove, and And with the first edge clamping;The rear end of first supporting plate is withstood on crossbeam;Plug is packed between the upper end of hook and buckling groove Block.

Crossbeam compared with prior art, is attached by the present invention using socket type structural with column, and glass plate is constituted It is quick for installation that single small unit type inlay card met type unitized curtain wall on the neck of crossbeam and column, both, the characteristic such as resistance to blast, Water resistance is overcome again, is repaired convenient wait and is required.And big machinery lifting need not be carried out.

Brief description of the drawings

Fig. 1 is the structural representation that the present invention welds a board-like embedded part on the first built-in fitting 1.

Fig. 2 is the first built-in fitting 1 of the present invention and the mounting structure schematic diagram of the second built-in fitting.

Fig. 3 is the first bearing of the present invention and the attachment structure schematic diagram of the first built-in fitting 1.

Fig. 4 is the structural representation of the first bearing of the invention.

Fig. 5 is the transverse sectional view of the present invention.

Fig. 6 is the structural representation of latch of the present invention.

Fig. 7 is the mounting structure schematic diagram one of secondary bar of the present invention.

Fig. 8 is the mounting structure schematic diagram two of secondary bar of the present invention.

Fig. 9 is the longitudinal sectional view of the present invention.

Figure 10 is the attachment structure schematic diagram of supporting plate of the present invention and crossbeam.

Embodiment

The present invention is described in further detail with reference to the accompanying drawings and examples.

The construction method of the intelligent glass curtain wall of Super High element type of the present invention comprises the following steps:

First, pre-buried built-in fitting, according to curtain wall on the load bearing cross beam 105 on the outside of the outer overhang layer 104 and building of building The size of plate measures unwrapping wire, and according to the result of surveying setting-out, holding on the outside of the outer overhang layer 104 and building of building Pre-buried first built-in fitting 1, the second built-in fitting 11 (as shown in Figure 2) are set on weight crossbeam 105, and outer overhang layer 104 and load-bearing are horizontal The first built-in fitting 1 on beam 105, the position of the second built-in fitting 11 are corresponding, and the first built-in fitting 1 and the second built-in fitting 11 are slot type After embedded part, the first built-in fitting 1 and the installation of the second built-in fitting 11, the first built-in fitting 1 is adjusted;

If left and right drift condition occurs in the first built-in fitting 1, due to the particularity of slot type embedded part form, the first built-in fitting is connected 1 can significantly offset left and right with the bolt of curtain wall support in the chute of slot type embedded part, therefore embedded part position or so skew is not Influence embedded part is normally used, it is not necessary to rectified a deviation.

It is for the correction of such a situation, then full on the first built-in fitting 1 if the upper-lower position drift condition of the first built-in fitting 1 A 10mm board-like embedded part 101 is welded, shown in (such as Fig. 1), the steel plate 102 that board-like embedded part 101 is mended after on the first built-in fitting 1 And the chemical bolt 103 set on steel plate 102 is constituted;

If the first built-in fitting 1 turnover position skew:If offset is small, correction is not required to, error can be adjusted by T-bolt Section;If offset exceeds T-bolt adjustable extent, the first built-in fitting 1 and bearing are welded.

2nd, erection support, as shown in figure 3, being respectively mounted the of a L-type in the left and right sides of each first built-in fitting 1 One bearing 2, two the first bearings 2 are symmetrical arranged, and (one side parallel with the first built-in fitting 1 is horizontal stroke on wherein one side of the first bearing 2 Side 21, one side vertical with the first built-in fitting 1 is vertical edges 22) fitted with the first built-in fitting 1, on horizontal edge 21, with it is first pre- Bolt position corresponding section on embedded part 1 is provided with the first bolt hole 23, and the first bearing 2 passes through the first bolt hole 23 on horizontal edge 21 It is enclosed on the bolt on the first built-in fitting 1, and is connected by nut with bolt thread, fixes two the first bearings 2 and hang outside Choose on layer 104, provided with the first regulation groove 24 (as shown in Figure 4) in vertical edges 22;

The 3rd, column is installed, column 3 is placed between the first bearing 2 of the left and right sides, makes hanging down for two the first bearings 2 Straight flange 22 is clipped in the left and right sides of column 3, and bolt is inserted through into column from the first regulation groove 24 of the first bearing 2 of side 3 and after being stretched out from the first regulation groove 24 of the first bearing 2 of opposite side, it is connected by nut with bolt thread, makes column 3 It is fixed on the first bearing 2, now set screw, to ensure column, beam support installation level and turnover position, keeps error Less than 1mm, the filleting between the bearing 2 of column 3 and first carries out weather proofing sealant encapsulation process;

The 4th, lighting proof strip is installed, draws downlead in the first built-in fitting 1, is connected with the downlead of the agent structure of building, The installation of lighting proof strip is carried out according to specification of taking shelter from the thunder in the prior art;

5th, crossbeam is installed, as shown in figure 5, being provided with the length direction of column 3 according to the vertical separation of curtain wall panel 8 Pin-and-hole 41, pin-and-hole 41 is arranged on the relative side side of adjacent two root posts 3, and latch is plugged with the two ends of crossbeam 4 42, as shown in fig. 6, latch 42 is spring catch, spring catch includes back seat 421, spring 422 and preceding inserted link 423, and back seat 421 is engaged In in the jack at the two ends of crossbeam 4, in the pin-and-hole 41 of the preceding insertion of inserted link 423 column, the thrust of spring 422 causes preceding inserted link 423 not Pin-and-hole 41 can be deviate from, during installation, by the good pin-and-hole 41 of the alignment post of preceding inserted link 423 milling of night bolt, the other end pins pin At head, the hole milling 41 for abreast moving on to another column 3, after alignment pin holes 41, the tension force of spring 422 pushes preceding inserted link 423 to pin Hole 41;

6th, secondary bearing is installed, as shown in Figure 7 and Figure 8, and the of L-type is respectively symmetrically installed on the second built-in fitting 11 Two bearings 5, the structure of the second bearing 5 is identical with the structure of the first bearing 2, the horizontal edge 51 of two the second bearings 5 and second pre-buried Part 11 is fitted, and the horizontal edge 51 of the second bearing 5 is provided with the second bolt hole 54, and the second bearing 5 is by the way that the second bolt hole 54 is enclosed on On the screw rod of second built-in fitting 11, and it is connected by nut with the screw flight of the second built-in fitting 11, is fixed on the second bearing 5 On building bearing crossbeam 105, the vertical edges 52 of two the second bearings 5 are vertical with the second built-in fitting 11, are provided with vertical edges 52 Second regulation groove 53, is provided with secondary bar 6 between the second bearing 5, and the rear end of secondary bar 6 adjusts groove 52 by screw through second It is connected, the front end of secondary bar 6 is clipped on column 3 by holder 61, divides on the relative left and right sides of holder 61 with the second bearing 5 Not She You holder bolt hole 62, be provided with column spiral shell on the left and right sides side of column 3, with the position corresponding section of holder bolt hole 62 Keyhole 313, holder bolt hole 62, upstanding studs hole 313 are passed through between holder 61 and column 3 by bolt, and with nut and spiral shell Bolt is threadedly coupled, and holder 61 is connected with column 3;

7th, interlayer installs fire-proof plate, between architectural time two layers, the lower end installation fire-proof plate 7 of secondary bar 6, fire-proof plate 7 Front end is extended at column 3, and the rear end of fire-proof plate 7 is extended on the load bearing cross beam on the outside of building, and in the surrounding of fire-proof plate 7 (fill fireproof gum at the gap between load bearing cross beam and construction wall i.e. on the outside of fire-proof plate 7 and column 3, building;

The 8th, curtain wall panel is installed, as shown in figs. 5 and 9, every piece of curtain wall panel 8 is by glass plate 81 and is pasted onto glass plate 81 4 The aluminum alloy frame 82 in week is constituted, and is mutually bonded between glass plate 81 and aluminum alloy frame 82 by double-sided tape;Such as Fig. 5, Fig. 9 institute Show, neck 31 is set on aluminum alloy frame 82, and column 3 and crossbeam 4 are provided with the grab 43 corresponding with neck 31, each column 3 and crossbeam 4 on two grabs 43 are set, the opening direction of two grabs 43 is identical;

Curtain wall panel 8 is moved on the crossbeam 4 for needing to install curtain wall panel 8, curtain wall panel 8 is firstly placed on the position to the left of crossbeam 4, will The neck 31 of the upper/lower terminal of aluminum alloy frame 82 is inserted in the grab 43 of upper and lower two crossbeams 4 from top to bottom;Again by curtain wall panel 8 from Left-to-right is translated, by the clamping of grab 43 of the neck 31 of the aluminum alloy frame left and right sides and column, between neck 31 and grab 43 Provided with waterproof adhesive tape 311;Curtain wall panel 8 after to installing is finely adjusted, and is made the aluminum alloy frame 82 and crossbeam 4 of curtain wall panel 8, is stood The relative side side of post 3 keeps horizontal and vertical, between neighbouring two pieces of curtain wall panels 8, mounting bracket 9 on crossbeam 4;Institute The rear end for stating bracket 9 is fixedly connected with crossbeam 4, and the front end of bracket 9 is extended to aligns with the outer surface of curtain wall panel 8, firmly installs Limited block 10 is placed after non-loosening between bracket 9 and aluminum alloy frame 82, after installing, the installation of right side curtain wall panel 8 is carried out; Under normal circumstances successively from left to right, order is installed from bottom to up, and the gap filling between adjacent two pieces of curtain wall panels 8 has silicon Ketone seal gum.

9th, install press strip, up and down two pieces of curtain wall panels 8 gap at install press strip 44, press strip 44 by self-tapping screw with The front end of bracket 9 is connected, and waterproof gasket cement 312 is filled between press strip 44 and curtain wall panel 8, glass curtain wall is finally completed Install.

Press strip 44 acts on and decorated the functions such as LED mounting seat as the additional reinforcement to curtain wall panel.It is installed as button Edge formula is hung on hook.

The bracket 9 of the present invention can be connected with crossbeam 4 by self-tapping screw or be realized using following structure using conventional, As shown in Figure 10, bracket 9 is provided with fixed part 91 and supporting part 92;Supporting part 92 is by 94 groups of the first supporting plate 93 and the second supporting plate Into the first supporting plate 93 is obliquely installed, and the front end of the first supporting plate 93 is connected with the front lower ends of fixed part 91, the first supporting plate 93 rear end is connected with the lower end of the second supporting plate 94, and the upper end of the second supporting plate 94 is connected with fixed part 91;On crossbeam 4, position It is provided with bracket 9 at buckling groove 45, the trough rim of the both sides up and down of buckling groove 45 and is respectively equipped with the first prominent edge 46;It is fixed The rear end in portion 91 forms a hook portion, the rear end of the first supporting plate 93 extends to second provided with downward projection of hook 95 Outside fagging 94, hook 95 is arranged in buckling groove 45, and with the clamping of the first edge 46;The rear end of first supporting plate 93 withstands on horizontal stroke On beam 4;Chock 96 is packed between the upper end of hook 95 and buckling groove 45.

The glass plate of the present invention is using the double tempering double glazings of the double silver of 10Low-E+12A+8mm planes ultrawhite;

Column 3 and crossbeam 4 use intelligent hook aluminium section bar, chemical composition, mechanical property and the size essence of aluminium section bar Degree should meet existing national standards《Aluminum alloy building section part 1 base material》(GB5237.1-2008) regulation.Aluminium section bar is horizontal Sectional dimension allows to answer difference to reach high-precision level or the smart level of superelevation partially;The aluminium alloy trade mark is 6063, Surface of profile processing:It is outdoor exposed Aluminium section bar is metal fluorocarbon spray treatment (three apply), and indoor exposed aluminium section bar is powder spray, and indoor and outdoor hides aluminium section bar For anodic oxidation.

Claims (5)

1. a kind of construction method of the intelligent glass curtain wall of Super High element type, comprises the following steps:First, pre-buried built-in fitting, Unwrapping wire is measured according to the size of curtain wall panel on load bearing cross beam (105) on the outside of the outer overhang layer (104) and building of building, And according to the result of surveying setting-out, set pre- on the load bearing cross beam (105) on the outside of the outer overhang layer (104) and building of building Bury the first built-in fitting (1), the second built-in fitting (11);First built-in fitting (1) and the second built-in fitting (11) are slot type embedded part;
If left and right drift condition occurs in the first built-in fitting (1), the bolt of the first built-in fitting of connection (1) and curtain wall support is buried in slot type Left and right is significantly offset in the chute of part, therefore embedded part position or so skew has no effect on embedded part and normally used, it is not necessary to carried out Correction;
It is for the correction of such a situation, then full on the first built-in fitting (1) if the first built-in fitting (1) upper-lower position drift condition Weld a 10mm board-like embedded part (101), steel plate (102) that board-like embedded part (101) is mended after on the first built-in fitting (1) and Chemical bolt (103) composition set on steel plate (102);
If the first built-in fitting (1) turnover position skew:If offset is small, correction is not required to, error is adjusted by T-bolt; If offset exceeds T-bolt adjustable extent, the first built-in fitting (1) and bearing are welded;
2nd, erection support, the first bearing (2) of a L-type is respectively mounted in the left and right sides of each first built-in fitting (1), the One bearing (2) wherein while it is upper, be provided with the first bolt hole (23) with the bolt position corresponding section on the first built-in fitting (1), First bearing (2) passes through nut and bolt spiral shell by the way that the first bolt hole (23) is enclosed on the bolt on the first built-in fitting (1) Line is connected, and makes two the first bearings (2) fixed on outer overhang layer (104), first is set on the another side of the first bearing (2) Adjust groove (24);
The 3rd, column is installed, column (3) is placed between the first bearing (2) of the left and right sides, makes two the first bearing (2) folders The left and right sides in column (3), column (3) is inserted through and by nut and bolt spiral shell by bolt through the first regulation groove (24) Line is connected, and column (3) is fixed on the first bearing (2), and the filleting between column (3) and the first bearing (2) carries out weather-proof Sealant sealing processing;
The 4th, lighting proof strip is installed, downlead is drawn in the first built-in fitting (1), is connected with the downlead of the agent structure of building;
5th, crossbeam is installed, and the vertical separation of curtain wall panel (8) is provided with pin-and-hole (41) on the length direction of column (3), is sold Hole (41) is arranged on the relative side side of adjacent two root posts (3), and latch is plugged with the two ends of crossbeam (4) (42), crossbeam (4) is inserted by latch (42) and fixed in pin-and-hole (41) with column (3) grafting;
6th, secondary bearing is installed, and the second bearing (5) of L-type, two the second bearings (5) are respectively mounted on the second built-in fitting (11) Wherein one side be provided with the second bolt hole (54), the second bearing (5) by the second bolt hole (54) by being enclosed on the second built-in fitting (11) on screw rod, and it is connected by nut with the screw flight of the second built-in fitting (11), the second bearing (5) is fixed on building Second is set to adjust groove (53) on load bearing cross beam (105), on the another side of two the second bearings (5), in two the second bearings (5) secondary bar (6) is installed, the rear end of secondary bar (6) is connected by screw through the second regulation groove (53) with the second bearing (5) between Fixed, the front end of secondary bar (6) is clipped on column (3) by holder (61), and holder (61) is respectively equipped with the relative left and right sides Column spiral shell is provided with holder bolt hole (62), the left and right sides side of column (3), with holder bolt hole (62) position corresponding section Keyhole (313), holder bolt hole (62), upstanding studs hole (313) are passed through between holder (61) and column (3) by bolt, and It is connected with nut with bolt thread, holder (61) is connected with column (3);
7th, interlayer installs fire-proof plate, between architectural time two layers, the lower end installation fire-proof plate (7) of secondary bar (6), fire-proof plate (7) Front end extend to column (3) place, the rear end of fire-proof plate (7) is extended on load bearing cross beam (105), and the four of fire-proof plate (7) Fireproof gum is filled at the gap in week;
The 8th, curtain wall panel is installed, curtain wall panel (8) is moved on the crossbeam (4) for needing to install curtain wall panel (8), curtain wall panel (8) is firstly placed on Crossbeam (4) position to the left, upper and lower two crossbeams are inserted by the neck (31) of aluminum alloy frame (82) upper/lower terminal from top to bottom (4) in grab (43);Curtain wall panel (8) is translated from left to right again, by the neck (31) and column of the aluminum alloy frame left and right sides Grab (43) clamping, between neck (31) and grab (43) be provided with waterproof adhesive tape (311);Curtain wall panel after to installing (8) it is finely adjusted, the side side for making aluminum alloy frame (82) and crossbeam (4), the column (3) of curtain wall panel (8) relative keeps level With vertical, the mounting bracket (9) between neighbouring two pieces of curtain wall panels (8), on crossbeam (4);The rear end of the bracket (9) and horizontal stroke Beam (4) is fixedly connected, and the front end of bracket (9) is extended to aligns with the outer surface of curtain wall panel (8), is firmly installed after non-loosening in support Limited block (10) is placed between frame (9) and aluminum alloy frame (82), after installing, the installation of right side curtain wall panel (8) is carried out;Curtain wall Successively from left to right, order is installed from bottom to up, and the gap filling between adjacent two pieces of curtain wall panels (8) has silicon for the installation of plate Ketone seal gum;
The 9th, press strip is installed, press strip (44) is installed at the gap of two pieces of curtain wall panels (8) up and down, press strip (44) passes through self-tapping screw It is connected with the front end of bracket (9), waterproof gasket cement (312) is filled between press strip (44) and curtain wall panel (8), completes glass The installation of curtain wall.
2. the construction method of the intelligent glass curtain wall of Super High element type according to claim 1, it is characterised in that:It is described When there is upper-lower position drift condition in first built-in fitting (1), one 10mm of the full weld board-like embedded part on the first built-in fitting (1) (101)。
3. the construction method of the intelligent glass curtain wall of Super High element type according to claim 2, it is characterised in that:It is described Latch (42) is spring catch, and spring catch includes back seat (421), spring (422) and preceding inserted link (423), and back seat (421) is locked to horizontal stroke In the jack at beam (4) two ends, in the pin-and-hole (41) of preceding inserted link (423) insertion column.
4. the construction method of the intelligent glass curtain wall of Super High element type according to claim 3, it is characterised in that:It is described Curtain wall panel (8) is by glass plate (81) and is pasted onto the aluminum alloy frame (82) of glass plate (81) surrounding and constitutes, glass plate (81) and aluminium Alloy frame is mutually bonded between (82) by double-sided tape.
5. the construction method of the intelligent glass curtain wall of Super High element type according to claim 4, it is characterised in that:It is described Bracket (9) is provided with fixed part (91) and supporting part (92);Supporting part (92) is by the first supporting plate (93) and the second supporting plate (94) Composition, the first supporting plate (93) is obliquely installed, and the front end of the first supporting plate (93) is connected with the front lower ends of fixed part (91), the The rear end of one supporting plate (93) is connected with the lower end of the second supporting plate (94), upper end and the fixed part (91) of the second supporting plate (94) Connection;Buckling groove (45) is provided with crossbeam (4), positioned at bracket (9) place, is set respectively at the trough rim of the both sides up and down of buckling groove (45) There is prominent the first edge (46);The rear end of fixed part (91) forms a hook portion provided with downward projection of hook (95), the The rear end of one supporting plate (93) extends to the second supporting plate (94) outside, and hook (95) is arranged in buckling groove (45), and with the One edge (46) clamping;The rear end of first supporting plate (93) is withstood on crossbeam (4);In the upper end of hook (95) and buckling groove (45) Between be packed with chock (96).
CN201510333439.0A 2015-06-15 2015-06-15 The construction method of the intelligent glass curtain wall of Super High element type CN105178479B (en)

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CN108166654A (en) * 2017-12-14 2018-06-15 金马日晖幕墙装饰有限公司 A kind of intelligent glass curtain wall of Super High element type and its construction method
CN108343180A (en) * 2018-02-24 2018-07-31 佛山市知而行信息科技有限公司 High-rise building unit glass curtain wall installation engineering method
CN108519196A (en) * 2018-04-11 2018-09-11 安徽众锐质量检测有限公司 A kind of novel seal installation method of curtain wall performance experiment test specimen

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001164757A (en) * 1999-12-06 2001-06-19 Shimizu Corp Work method for building
CN103806577A (en) * 2012-11-06 2014-05-21 南通四建装饰工程有限公司 Installation method for super-large-area unit type slabstone curtain wall
CN103758355B (en) * 2014-02-20 2016-08-17 南通锦鸿建筑科技有限公司 Concealed frame glass curtain wall double glazing is without auxiliary frame installation method
CN104213659B (en) * 2014-09-18 2017-05-17 深圳市华南装饰集团股份有限公司 Curtain wall installation system
CN204174810U (en) * 2014-10-27 2015-02-25 中铁建工集团有限公司 A kind of curtain wall
CN104453042B (en) * 2014-12-20 2016-08-24 深圳市科源建设集团有限公司 The skirt structure of the outer overhang layer of glass curtain wall

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