CN106906926A - The back of the body bolt dried hanging hang structure and its construction method of stone curtain wall - Google Patents

The back of the body bolt dried hanging hang structure and its construction method of stone curtain wall Download PDF

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Publication number
CN106906926A
CN106906926A CN201710169509.2A CN201710169509A CN106906926A CN 106906926 A CN106906926 A CN 106906926A CN 201710169509 A CN201710169509 A CN 201710169509A CN 106906926 A CN106906926 A CN 106906926A
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China
Prior art keywords
body bolt
stone
stone panel
bolt
curtain wall
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Granted
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CN201710169509.2A
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CN106906926B (en
Inventor
沈菊芳
陶宇
顾爱军
凌飞
瞿铭佳
王建中
翟亚正
姚静华
潘方明
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Jiangsu Jia Yang Hualian Building Decoration Ltd By Share Ltd
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Jiangsu Jia Yang Hualian Building Decoration Ltd By Share Ltd
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Priority to CN201710169509.2A priority Critical patent/CN106906926B/en
Publication of CN106906926A publication Critical patent/CN106906926A/en
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Publication of CN106906926B publication Critical patent/CN106906926B/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88Curtain walls

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)

Abstract

The back of the body bolt dried hanging hang structure and its construction method of a kind of stone curtain wall, stone curtain wall includes that stone panel, the side under the cladding state of stone panel in set back of the body bolt implant holes, back of the body bolt dried hanging hang structure includes back of the body bolt body, one end of back of the body bolt body is implanted in back of the body bolt implant holes, the other end leans out back of the body bolt implant holes and is connected with changeover mechanism under cladding state, feature:Back of the body bolt dried hanging hang structure also includes the anti-cracking reinforcing plate of stone panel, side of the anti-cracking reinforcing plate of stone panel with stone panel in is fixed and sets back of the body bolt resigning hole thereon, one end of back of the body bolt body screws the back of the body bolt lock nut locking on back of the body bolt body, and the other end of back of the body bolt body leans out back of the body bolt resigning hole and is connected with changeover mechanism.Freedom from cracking ability is worn in the resistance at enhancing stone panel back;Meet the side to building gallery top under and make level hanging requirement;Simple structure and cheap;Construction method is easy to operate, will not increase construction cost and can ensure the technique effect of back of the body bolt dried hanging hang structure.

Description

The back of the body bolt dried hanging hang structure and its construction method of stone curtain wall
Technical field
The invention belongs to building masonry wall decoration technical field, and in particular to a kind of cladding knot of the back of the body bolt of stone curtain wall Structure, and further relate to its construction method.
Background technology
Stone curtain wall is because it has simple and tasteful, natural atmosphere, heat-insulation and heat-preservation, noise reduction and is able to be obviously improved building Sight property and do not undertake the strong points such as constructure body structure load and by architectural decoration extensive use.In disclosed China It is no lack of the technical information in terms of stone curtain wall in patent document, such as document A.CN203160475U recommends have " a kind of removable Change back-bolt type stone curtain wall ";Document B.CN103452214B is provided with " Back-tied stone curtain wall ";Document C.CN105672539A is situated between Continuing has " a kind of stone material back of the body bolt suspension member and application method ";Document D.CN106013543A is announced a kind of " suspension of stone panel Formula back of the body bolt structure ", etc..
By to being not limited to the reading of patent document exemplified above and combining common knowledge:Stone panel is Fixed by back of the body bolt and changeover mechanism, changeover mechanism is fixed with keel, and keel are fixed with building masonry wall, and is generally supported In terrace.The mode that current dry-hang stone panel is followed is, first at the stone panel back side(Towards interior i.e. direction under use state The side of wall)Back of the body bolt is set, then back of the body bolt is connected with changeover mechanism, fixed with keel by changeover mechanism.But will carry on the back Bolt(I.e. back of the body bolt body, as follows)It is implanted to the back side of stone panel, it is necessary to open up back of the body bolt implant holes at the back side of stone panel, The depth of back of the body bolt implant holes is at least 15mm, and back of the body bolt implant holes is perpendicular to what the thickness direction of stone panel was drilled.By Usual in 25mm in the thickness of stone panel conventional at present, then intensity of the stone panel at the position of back of the body bolt implant holes is relative Fragile or even presence cracking situation, if by back of the body bolt implantation in spite of wound(I.e. foregoing cracking)Stone panel, then certainly shadow The cladding effect of sound or even because stone panel falls initiation accident.Also a kind of situation is:When touching in carrying and installation process When particularly clashing into the back of the body bolt for being implanted into back of the body bolt implant holes, back of the body bolt easily occurs loosening or even causes stone material surface with even trivial reactive mode There is the situation that is cracked around back of the body bolt in plate, and after back of the body bolt loosens, anchor force when cladding is significantly reduced.Having a kind of situation again is: Because the plate of stone material can produce swollen hole stress at back of the body bolt hole, then as the time after cladding elapses, nature heat expansion is added cold , easily there is herringbone crackle in contracting factor(It is directed to the stone panel of horizontal suspension type), especially when running into the external force such as earthquake When inducement is acted on, back of the body bolt often turns into the maximum tender spots for causing destruction with the junction of stone panel.
Occur being cracked or even broken around back of the body bolt hole to tackle stone panel, current solution is selected with thickness The stone panel for 30mm is spent, but this measure is only the act for taking stopgap measures rather than effecting a permanent cure, because before being on the one hand not enough to eliminate Problem is stated, the waste of rock material resource and the raising of decorating building cost is on the other hand caused.
For above-mentioned prior art, the applicant has made lasting and beneficial exploration and the experiment of non-finite number of time, finally Find the method for solution above-mentioned technical problem and form technical scheme described below.
The content of the invention
Task of the invention is that offer is a kind of contributes to the resistance for significantly increasing stone panel back to wear freedom from cracking ability And use and avoid occurring cracking around back of the body bolt in the link that such as transport is installed etc or even broken de- situation occurs, is conducive to Improve the anti-shearing damage capability of stone panel and use counter-bending deformation requirements when meeting level hanging, be beneficial to save precious Expensive rock material resource and the back of the body bolt of the stone curtain wall for being minimized ornament materials cost and using embodiment economizing economy spirit Dried hanging hang structure.
Another task of the invention is a kind of construction method of the back of the body bolt dried hanging hang structure for providing stone curtain wall, the method tool There is comprehensive body of the technique effect that is simple to operate, trimming cost need not being increased and the back of the body bolt structure of stone curtain wall can be ensured It is existing.
What task of the invention was performed by, a kind of back of the body bolt dried hanging hang structure of stone curtain wall, described stone curtain wall A plurality of back of the body bolt implant holes are drilled with including stone panel, the side under the cladding state of the stone panel in, it is described Back of the body bolt dried hanging hang structure includes the back of the body bolt body equal with the quantity of the back of the body bolt implant holes, and one end of the back of the body bolt body is implanted in institute In the back of the body bolt implant holes stated, the other end leans out back of the body bolt implant holes and is connected with changeover mechanism under cladding state, is characterised by Described back of the body bolt dried hanging hang structure also includes the anti-cracking reinforcing plate of the stone panel equal with the quantity of the back of the body bolt body, the stone Side of the anti-cracking reinforcing plate of face plate with the stone panel in is fixed and in the anti-cracking reinforcing plate of the stone panel On offer back of the body bolt resigning hole, the position of back of the body bolt resigning hole is corresponding with the back of the body bolt implant holes, one end of the back of the body bolt body Locked through the described back of the body bolt implant holes of back of the body bolt resigning hole implantation and by screwing the back of the body bolt lock nut on back of the body bolt body, and The other end of back of the body bolt body leans out back of the body bolt resigning hole and is connected with the changeover mechanism under cladding state.
In a specific embodiment of the invention, the anti-cracking reinforcing plate of stone panel is to the stone panel Coverage is formed more than the normal between the side surface from the bottom hole of the back of the body bolt implant holes to stone panel in Conical zone.
In another specific embodiment of the invention, the back of the body bolt implant holes is for blind hole and cross sectional shape is in interior big Outer small convex shape.
In another specific embodiment of the invention, the thickness of the stone panel is 25mm, the back of the body bolt implantation The depth in hole is 12-14mm.
In another specific embodiment of the invention, at the both sides of the edge position of the length direction of the stone panel One from sluicing inclined-plane is respectively formed with, the incline direction from sluicing inclined-plane on two adjacent stone panels is opposite and position is mutual Stagger.
In an also specific embodiment of the invention, the anti-cracking reinforcing plate of described stone panel is thickness 2- The metallic plate of 4mm.
Of the invention more and in a specific embodiment, described metallic plate is iron plate, stainless steel plate or aluminium alloy Plate.
What another task of the invention was performed by, a kind of construction method of the back of the body bolt dried hanging hang structure of stone curtain wall, Comprise the following steps:
A) preposition preparation, is cut by batch production and obtains stone panel and obtained with back of the body bolt resigning hole by impact style The anti-cracking reinforcing plate of stone panel;
B) stone panel drilling, by step A)Side under the cladding state of stone panel of acquisition in passes through drilling equipment A plurality of back of the body bolt implant holes are drilled with, and then will be by step A)The anti-cracking reinforcing plate of stone panel of acquisition makes the back of the body bolt allow Position hole is fixed corresponding to the side in the state of back of the body bolt implant holes with stone panel when cladding in;
C back of the body bolt) is implanted into, by one end of back of the body bolt body by way of step B)Described back of the body bolt resigning hole value enters step B)Described back of the body bolt In implant holes, and locked by screwing the back of the body bolt screw-nut on back of the body bolt body, and the other end of back of the body bolt body leans out back of the body bolt Resigning hole and it is connected with changeover mechanism under cladding state.
In an of the invention and then specific embodiment, step B)Described in by the anti-cracking reinforcing plate of stone panel The fixed form that side when cladding with the stone panel in is fixed is using adhesive cementation.
It is construction structure glue in adhesive of the invention and more and in a specific embodiment, described.
One of technique effect of technical scheme that the present invention is provided, due in a creative way in the system of back of the body bolt dried hanging hang structure The anti-cracking reinforcing plate of the stone panel equal with the quantity of back of the body bolt body is additionally arranged, thus significantly enhances stone panel back Freedom from cracking ability is worn in resistance, it is to avoid tortoise occur around back of the body bolt body because of collision in the such as link of transport installation etc Split or even open broken de- phenomenon;Two, because the setting of the anti-cracking reinforcing plate of stone panel improves the shearing resistance of stone panel Damage capability is cut, thus the side that can be met to building gallery top under is intended to the need blended with gallery wall Level hanging is required;Three, due to the simple structure of the anti-cracking reinforcing plate of stone panel and cheap, thus will not substantially increase Ornament materials cost;Four, due to stone panel it is anti-cracking reinforcing plate setting can make freedom from cracking ability, the shearing resistance of stone panel Cut damage capability to be obviously improved, thus obtain the thickness reduction so that stone panel, save valuable rock material resource, embody economizing type Economic spirit;Five, there is provided construction method it is easy to operate, will not substantially increase construction cost and can ensure that back of the body bolt is cladding The technique effect of structure is able to embody comprehensively.
Brief description of the drawings
Fig. 1 is embodiments of the invention structure chart.
Fig. 2 is the partial sectional view of Fig. 1.
A side surfaces of the Fig. 3 for the bottom hole from back of the body bolt implant holes shown in Fig. 1 and Fig. 2 to stone panel when cladding in Between the schematic diagram of conical zone that is formed of normal.
Fig. 4 is intended to for cladding illustration of the invention.
Specific embodiment
Embodiment:
Fig. 1 is referred to, shows stone panel 1, the side under the cladding state of stone panel 1 in i.e. towards Fig. 4 institutes Four corners of the side of the wall 5 for showing respectively are drilled with a back of the body bolt implant holes 11, i.e. the quantity of back of the body bolt implant holes 11 has four, Foregoing back of the body bolt dried hanging hang structure includes the back of the body bolt body 2 equal with the quantity of foregoing back of the body bolt implant holes 11(The present embodiment is four It is individual), one end of the back of the body bolt body 2 is implanted in foregoing back of the body bolt implant holes 11, the other end lean out back of the body bolt implant holes 11 and With changeover mechanism 4 under cladding state(Fig. 4 shows)Connection.
The technical essential of the technical scheme provided as the present invention:Also included in the system of foregoing back of the body bolt dried hanging hang structure The stone panel equal with the quantity of foregoing back of the body bolt body 2 it is anti-cracking reinforcing plate 3, the stone panel it is anti-cracking reinforcing plate 3 with it is preceding Side of the stone panel 1 in is stated to fix and offer back of the body bolt resigning hole 31 in the anti-cracking reinforcing plate 3 of the stone panel, The position of back of the body bolt resigning hole 31 is corresponding with foregoing back of the body bolt implant holes 11, and one end of foregoing back of the body bolt body 2 is through the back of the body bolt resigning hole 31 are implanted into back of the body bolt implant holes 11 and are locked by the back of the body bolt lock nut 21 screwed on back of the body bolt body 2, and back of the body bolt body 1 is another One end leans out back of the body bolt resigning hole 31 and is connected with foregoing changeover mechanism 4 under cladding state.
Fig. 2 and Fig. 3 is referred to, the foregoing anti-cracking reinforcing plate 3 of stone panel is more than to the coverage of foregoing stone panel 1 The cone that the normal 111 between a side surface from the bottom hole of foregoing back of the body bolt implant holes 11 to stone panel 1 in is formed Region 112, the conical zone 112 be breakable weak section, plus stone panel it is anti-cracking reinforcing plate 3 after can be to the fragility Implement protection in region.Improve freedom from cracking resistant to breakage exfoliation.
As shown in Figure 2, foregoing back of the body bolt implant holes 11 is blind hole and cross sectional shape is in interior big outer small convex shape.
In the present embodiment, the thickness of foregoing stone panel 1 is 25mm, and the depth of foregoing back of the body bolt implant holes 11 is preferably 12-14mm, preferably 13mm, the present embodiment selection 13mm.It is each at the both sides of the edge position of the length direction of foregoing stone panel 1 One from sluicing inclined-plane 12 is formed with, the incline direction from sluicing inclined-plane 12 on two adjacent stone panels 1 is opposite and position is Mutually stagger, specifically illustrated by Fig. 2.It is embedding that the sealing being arranged between upper and lower two adjacent stone panels 1 is also show in fig. 2 Bar 13 and fluid sealant 14.
In the present embodiment, the anti-reinforcing plate 3 that is cracked of foregoing stone panel is for thickness is preferably 2-4mm(The present embodiment is 3mm)Metallic plate.
In the present embodiment, foregoing metallic plate is stainless steel plate, but it is also possible to use iron plate or aluminium alloy plate.
Construction party rule:
Continue to see Fig. 1 to Fig. 3, the construction method of the back of the body bolt dried hanging hang structure of stone curtain wall of the invention is comprised the following steps:
A) preposition preparation, is cut by batch production and obtains thickness for the stone panel 1 of 25mm and by impact style acquisition tool Have back of the body bolt resigning hole 31 stone panel it is anti-cracking reinforcing plate 3, and the length direction in stone panel 1 both sides(Upside and Downside)Edge is respectively machined with one from sluicing inclined-plane 12, on two adjacent i.e. upper and lower two adjacent stone panels 1 from sluicing inclined-plane 12 incline direction is opposite and position is mutually staggered, in the present embodiment, the thickness of the foregoing anti-cracking reinforcing plate 3 of stone panel It is the stainless steel plate of 3mm but it is also possible to be iron plate or aluminium alloy plate;
B) stone panel drilling, by step A)Four corners of the side under the cladding state of stone panel 1 of acquisition in Region is respectively drilled with back of the body bolt implant holes 11 by drilling equipment(Totally four, but be not limited to four, such as according to stone panel 1 Area increase can accordingly increase the quantity of back of the body bolt implant holes 11), and then will be by step A)The anti-cracking of stone panel of acquisition adds Strong plate 3 when cladding with stone panel 1 in the state of foregoing back of the body bolt resigning hole 31 is corresponded to back of the body bolt implant holes in one Side is fixed using adhesive, and in the present embodiment, foregoing back of the body bolt implant holes 11 is for blind hole and cross sectional shape is in interior big outer small Convex shape, the diameter of back of the body bolt implant holes 11 is adaptable with the specification of back of the body bolt body 2 selected, the depth of back of the body bolt implant holes 11 It is 13mm in this construction party rule, and back of the body bolt body 2 uses M8 × 25 specification, in this step, the foregoing anti-tortoise of stone panel Split side of the reinforcing plate 3 to the coverage of stone panel 1 more than the bottom hole from backboard implant holes 11 to stone panel 1 in Surface between the conical zone 112 that is formed of normal 111, the conical zone 112 is breakable vulnerable areas(Industry is also referred to as " fragile trigonum "), can implement reinforcement protection to the weak section after adding the anti-cracking reinforcing plate 3 of stone panel, improve anti- The broken exfoliation of cracking;
C back of the body bolt) is implanted into, by one end of back of the body bolt body 2 by way of step B)Foregoing back of the body bolt resigning hole 31 is worth into step B)Foregoing In back of the body bolt implant holes 11, and locked by the back of the body bolt screw-nut 21 screwed on back of the body bolt body 2, and back of the body bolt body 2 is another End leans out back of the body bolt resigning hole 31 and is connected with changeover mechanism 4 under cladding state.
Cladding example:
Refer to Fig. 4 and combine Fig. 1 to Fig. 3, figure 4 illustrates wall 5, be incorporated into the rock wool heat-preservation layer on the surface of wall 5 51, and also show the vertical keel 6 outside rock wool heat-preservation layer 51(Also referred to as main joist)And by angle steel crossbeams stand-off 71 angle steel crossbeams 7 fixed with vertical keel 6, specifically angle steel crossbeams 7 are horizontal with angle steel by angle steel crossbeams fixing bolt 72 Corbel pin 71 is fixed, and angle steel crossbeams stand-off 71 is fixed with vertical keel 6.
The changeover mechanism 4 for having referred to repeatedly above includes back of the body bolt fixed plate 41, fixed plate hook bracket 42 and as shown in Figure 4 Angle connecting seat supporting plate 43, when the stone panel 1 i.e. as shown in Figure 1 that will be completed in construction by factory is together with by back of the body bolt body 2 And the back of the body bolt dried hanging hang structure of anti-cracking reinforcing plate 3 composition of stone panel is cladding in angle steel crossbeams 7 by foregoing changeover mechanism 4 When, then first angle connecting seat supporting plate 43 is fixed using angle connecting seat supporting plate fixing bolt 431 with foregoing angle steel crossbeams 7, then will Fixed plate hook bracket 42 by bracket fixing bolt 42 and is connected receptacle after plus cushion block 422 and lower cushion block 432 with angle Plate 43 is fixedly connected, and foregoing back of the body bolt lock nut 21 is temporarily then recessed into back of the body bolt body 2, and back of the body bolt body 2 is inserted back of the body bolt Default back of the body bolt hole in fixed plate 41, then back of the body bolt lock nut 21 is returned into back of the body bolt body 2, make back of the body bolt body 2 together with stone material Panel 1 is connected with back of the body bolt fixed plate 4 and the back of the body bolt fixed plate on the top of back of the body bolt fixed plate 41 is linked up with 411 and adding friction pad 4111 In the state of hook be placed on fixed plate hook bracket 42, then locked by locking bolt 4112, and under back of the body bolt fixed plate hook 411 Kept out in the state of embedding filler strip such as rubber filler strip 412 in portion(Also supporting can be claimed)On fixed plate hook bracket 42.It is cladding complete After in the foregoing from sequentially adding the He of wind-lace 13 between sluicing inclined-plane 12 from inside to outside of upper and lower two adjacent stone panels 1 Injection fluid sealant 14.

Claims (10)

1. the back of the body bolt dried hanging hang structure of a kind of stone curtain wall, described stone curtain wall includes stone panel (1), in the stone panel (1) side under cladding state in is drilled with a plurality of back of the body bolt implant holes (11), described back of the body bolt dried hanging hang structure include with The equal back of the body bolt body (2) of the quantity of the back of the body bolt implant holes (11), one end of the back of the body bolt body (2) is implanted in described back of the body bolt In implant holes (11), the other end leans out back of the body bolt implant holes (11) and is connected with changeover mechanism (4) under cladding state, its feature It is that described back of the body bolt dried hanging hang structure also includes the anti-cracking reinforcement of the stone panel equal with the quantity of the back of the body bolt body (2) Plate (3), side of the anti-cracking reinforcing plate (3) of the stone panel with the stone panel (1) in is fixed and in the stone material Back of the body bolt resigning hole (31) is offered on the anti-cracking reinforcing plate (3) of panel, position and the back of the body bolt of back of the body bolt resigning hole (31) are implanted into Hole (11) is corresponding, and one end of the back of the body bolt body (2) is through the described back of the body bolt implant holes (11) of the back of the body bolt resigning hole (31) implantation And locked by screwing the back of the body bolt lock nut (21) on back of the body bolt body (2), and the other end of back of the body bolt body (1) leans out back of the body bolt Resigning hole (31) and it is connected with the changeover mechanism (4) under cladding state.
2. the back of the body bolt dried hanging hang structure of stone curtain wall according to claim 1, it is characterised in that the anti-cracking of stone panel Reinforcing plate (3) is more than from the bottom hole of the back of the body bolt implant holes (11) to stone panel to the coverage of the stone panel (1) (1) conical zone (112) that the normal (111) between the side surface in is formed.
3. the back of the body bolt dried hanging hang structure of stone curtain wall according to claim 1 and 2, it is characterised in that the back of the body bolt implant holes (11) it is blind hole and cross sectional shape in interior big outer small convex shape.
4. the back of the body bolt dried hanging hang structure of stone curtain wall according to claim 1 and 2, it is characterised in that the stone panel (1) Thickness be 25mm, the depth of the back of the body bolt implant holes (11) is 12-14mm.
5. the back of the body bolt dried hanging hang structure of stone curtain wall according to claim 4, it is characterised in that in the stone panel (1) The both sides of the edge position of length direction is respectively formed with one from sluicing inclined-plane (12), oblique from sluicing on two adjacent stone panels (1) The incline direction in face (12) is opposite and position is offset from each other.
6. the back of the body bolt dried hanging hang structure of stone curtain wall according to claim 1 and 2, it is characterised in that described stone panel is prevented Cracking reinforcing plate (3) is the metallic plate of thickness 2-4mm.
7. the back of the body bolt dried hanging hang structure of stone curtain wall according to claim 6, it is characterised in that described metallic plate be iron plate, Stainless steel plate or aluminium alloy plate.
8. a kind of construction method of the back of the body bolt dried hanging hang structure of stone curtain wall as claimed in claim 1, it is characterised in that including with Lower step:
A) preposition preparation, cutting to obtain stone panel 1 and obtained by impact style by batch production has back of the body bolt resigning hole (31) the anti-cracking reinforcing plate (3) of stone panel;
B) stone panel drilling, by step A)Side under stone panel (1) cladding state of acquisition in is by drilling Device is drilled with a plurality of back of the body bolt implant holes (11), and then will be by step A)The anti-cracking reinforcing plate (3) of stone panel of acquisition exists Make the back of the body bolt resigning hole (31) corresponding to it is cladding with stone panel (1) in the state of back of the body bolt implant holes when towards in side consolidate It is fixed;
C back of the body bolt) is implanted into, by one end of back of the body bolt body (2) by way of step B)Described back of the body bolt resigning hole (31) value enters step B)Institute In the back of the body bolt implant holes (11) stated, and locked by screwing the back of the body bolt screw-nut (21) on back of the body bolt body (2), and back of the body bolt sheet The other end of body (2) leans out back of the body bolt resigning hole (31) and is connected with changeover mechanism (4) under cladding state.
9. the construction method of the back of the body bolt dried hanging hang structure of stone curtain wall according to claim 8, it is characterised in that step B)In The fixation that the described side by the anti-cracking reinforcing plate (3) of stone panel when cladding with the stone panel (1) in is fixed Mode is using adhesive cementation.
10. the construction method of the back of the body bolt dried hanging hang structure of stone curtain wall according to claim 9, it is characterised in that described glue Stick is construction structure glue.
CN201710169509.2A 2017-03-21 2017-03-21 The back of the body bolt dried hanging hang structure and its construction method of stone curtain wall Active CN106906926B (en)

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Cited By (4)

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Publication number Priority date Publication date Assignee Title
CN110485672A (en) * 2019-09-09 2019-11-22 苏州美瑞德建筑装饰有限公司 A kind of special-shaped aluminum shingle nail cladding mounting structure and installation method that base reinforces
CN111197414A (en) * 2020-01-09 2020-05-26 航天建筑设计研究院有限公司 Method for fixedly connecting reinforcing ribs on back of aluminum plate of large-cell curtain wall of building curtain wall and structure of aluminum plate
CN113431282A (en) * 2021-06-11 2021-09-24 浙江亚厦装饰股份有限公司 Inorganic precoated shingle nail coupling assembling
CN114704007A (en) * 2022-04-13 2022-07-05 江苏华幕建筑科技有限公司 Low-cost heat-preservation stone curtain wall and using method thereof

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CN102535695A (en) * 2011-12-29 2012-07-04 上海玻机幕墙工程有限公司 Impact-resistant stone curtain wall
CN202706269U (en) * 2012-05-15 2013-01-30 深圳市方大装饰工程有限公司 Connection structure of acrylic-plate curtain wall

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CN110485672A (en) * 2019-09-09 2019-11-22 苏州美瑞德建筑装饰有限公司 A kind of special-shaped aluminum shingle nail cladding mounting structure and installation method that base reinforces
CN110485672B (en) * 2019-09-09 2024-05-28 苏州美瑞德建筑装饰有限公司 Special-shaped aluminum wall panel dry hanging installation structure with reinforced base layer and installation method
CN111197414A (en) * 2020-01-09 2020-05-26 航天建筑设计研究院有限公司 Method for fixedly connecting reinforcing ribs on back of aluminum plate of large-cell curtain wall of building curtain wall and structure of aluminum plate
CN113431282A (en) * 2021-06-11 2021-09-24 浙江亚厦装饰股份有限公司 Inorganic precoated shingle nail coupling assembling
CN114704007A (en) * 2022-04-13 2022-07-05 江苏华幕建筑科技有限公司 Low-cost heat-preservation stone curtain wall and using method thereof
CN114704007B (en) * 2022-04-13 2023-10-24 江苏华幕建筑科技有限公司 Low-cost heat-preservation stone curtain wall and application method thereof

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