CN203640113U - Unit curtain wall system - Google Patents
Unit curtain wall system Download PDFInfo
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- CN203640113U CN203640113U CN201320860152.XU CN201320860152U CN203640113U CN 203640113 U CN203640113 U CN 203640113U CN 201320860152 U CN201320860152 U CN 201320860152U CN 203640113 U CN203640113 U CN 203640113U
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- pin
- curtain wall
- vertical rod
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- adhesive tape
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- 238000007789 sealing Methods 0.000 claims abstract description 32
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 31
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 17
- 210000004027 cell Anatomy 0.000 claims description 49
- 239000002390 adhesive tape Substances 0.000 claims description 37
- 239000000725 suspension Substances 0.000 claims description 30
- 229910000831 Steel Inorganic materials 0.000 claims description 29
- 239000010959 steel Substances 0.000 claims description 29
- 239000003795 chemical substances by application Substances 0.000 claims description 11
- 239000012530 fluid Substances 0.000 claims description 11
- 229920001821 foam rubber Polymers 0.000 claims description 11
- 239000000565 sealant Substances 0.000 claims description 11
- 230000015572 biosynthetic process Effects 0.000 claims description 10
- 239000011229 interlayer Substances 0.000 claims description 8
- 210000002421 cell wall Anatomy 0.000 claims description 4
- 239000000463 material Substances 0.000 abstract description 3
- 230000006872 improvement Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 9
- 238000010586 diagram Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 5
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 230000009467 reduction Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 230000003044 adaptive effect Effects 0.000 description 1
- 238000005267 amalgamation Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 230000035800 maturation Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000009897 systematic effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a unit curtain wall system which comprises a plurality of units. Adjacent units are inserted, connected and spliced mutually through male uprights, female uprights, upper transverse beams and lower transverse beams to form uprights and transverse beams. The unit curtain wall system is characterized in that reinforcing ribs are arranged between opposite inserting pins on two sides the male uprights, the female uprights, the upper transverse beams and the lower transverse beams, a closed cavity is formed, each reinforcing rib on the male uprights and each reinforcing rib on the upper transverse beam are respectively provided with a pair of inserting pins extending outwards, inserting grooves are formed in the portions, corresponding to the inserting pins, of the female uprights and of the lower transverse beams respectively, strip holders are formed in the two sides of the ends of the inserting pins, and double-side sealing is formed between the inserting grooves and the inserting pins through sealing rubber strips arranged in the strip holders. According to the unit curtain wall system, the reinforcing ribs are arranged to form closed sectional materials, the intensity of rod pieces is improved, air tightness and water tightness are improved through the double-side sealing rubber strips, and improvement of overall performance of unit curtain walls is achieved.
Description
Technical field
The utility model relates to a kind of decorating outer wall of building, relates in particular to a kind of cell cube curtain wall system.
Background technology
Compare conventional frame formula curtain wall, cell cube curtain wall is all to assemble in factory process, and scene only needs lifting, cell cube assembly is directly fixed in agent structure, be no longer that element composition framework is installed one by one, then mounting glass, such have following some advantage:
1. the building site duration is short.Because cell cube establishment of component is to carry out in factory, it can synchronously carry out with building site civil engineering, save building site workload, building site only lifts, greatly reduce the man-hour of consuming so on-site, curtain wall is installed very soon and integrally closed, form space enclosing structure, it also can start lifting after civil engineering completes certain altitude, form the scene that civil engineering and curtain wall are advanced side by side, greatly shortened, particularly super highrise building total duration of building, can, by the cross-operation reduction of erection time, increase investment returns.
2. because cell cube assembly seam is by forming inserting, the distortion adaptive capacity that therefore it causes variations in temperature etc. is good especially, and noise is little when displacement.
3. cell cube establishment of component, assembling complete in factory, and therefore quality control condition is better than building site, and unit block internal soundness is better than building site assembling, thereby improve curtain wall total quality.
Along with the day by day maturation of technology, use said units body curtain wall to increase all the more as the building of decoration of exterior wall, but still there are some common defects in this type systematic, show as: 1, column, crossbeam are in stitching portion, owing to being inserting mode connection, section bar is Open architecture, and after docking, amalgamation becomes closing structure, as disclosed in Chinese utility model patent " a kind of type unitized curtain wall system " (CN201679126U), affects the intensity of rod member thus; 2, there is the problem of tightness and watertightness in the splicing seams between cell cube, conventionally take one-sided adhesive tape sealing as main.In addition, the pressure differential of splicing seams both sides and drainage problem, be the root problem that causes indoor percolating water phenomenon, also needs those skilled in the art further to study the direction of consideration.
Summary of the invention
The utility model object is to provide a kind of cell cube curtain wall system, by structural improvement, has increased section bar bulk strength, has improved curtain wall watertightness and tightness, solves leakage problems.
For achieving the above object, the technical solution adopted in the utility model is: a kind of cell cube curtain wall system, comprise a plurality of cell cubes, described in each, cell cube is by some crossbeams and be positioned at the public affairs of crossbeam both sides, female vertical rod is spliced to form, the adjacent described cell cube in both sides coordinates the vertical rod of the formation curtain wall of pegging graft with female vertical rod by public bar, neighbouring described cell cube coordinates the crossbeam of the formation curtain wall of pegging graft with lower transverse beam by top rail, described vertical rod and crossbeam outside, between adjacent curtain wall slab, be provided with cover plate, be positioned at described public bar, female vertical rod and top rail, the both sides of lower transverse beam are mutually to being provided with reinforcing rib between pin, form closed housing, on the reinforcing rib of described public bar and top rail, be respectively equipped with outward extending a pair of pin, wherein at least one both sides, described pin end that are positioned at described public bar middle part is respectively equipped with adhesive tape groove, at least one both sides, described pin end that are positioned at described top rail middle part is respectively equipped with adhesive tape groove, described female vertical rod of the base pin place at corresponding public bar middle part and top rail middle part, on lower transverse beam, be respectively equipped with slot, between described slot and pin, form two-side sealing structure by being arranged at respectively the sealing joint strip in adhesive tape groove described in each.
In technique scheme, described public bar, female vertical rod and top rail, lower transverse beam form opening-closed sectional material by the reinforcing rib that increases cross-over connection, improve the intensity with prismatic shapes lower beam part.On reinforcing rib by public bar, top rail, extend pin again, form slot by indent on the reinforcing rib of female vertical rod, lower transverse beam, both cooperations of pegging graft, piece together vertical rod and crossbeam, in both sides, pin end, adhesive tape groove is set, make all to exist between pin both sides and slot wall the sealing of sealing joint strip, improve watertightness and the tightness at splicing seams place, solve cell cube curtain wall splicing seams seepage problem.
In technique scheme, a pair of described pin is positioned at middle part and the tail end of described public bar, wherein, both sides, pin end, middle part are provided with adhesive tape groove, tail end pin is positioned at described female vertical rod tail end inner side, described female vertical rod tail end adhesive tape groove cell wall is provided with one-sided adhesive tape groove, in this one-sided adhesive tape groove, is provided with sealing joint strip, and described sealing joint strip and tail end pin formation are tightly connected; A pair of described pin is positioned at middle part and the tail end of described top rail, wherein, both sides, pin end, middle part are provided with adhesive tape groove, and tail end pin is positioned at described lower transverse beam tail end outside, described tail end pin is provided with one-sided adhesive tape groove with respect to described lower transverse beam side, in this one-sided adhesive tape groove, is provided with sealing joint strip.
Further technical scheme is, in described adhesive tape groove, is respectively equipped with foam-rubber cushion, and the middle part of described public bar and tail end pin front end are butted on corresponding described foam-rubber cushion, and the middle part pin front end of described top rail is butted on corresponding described foam-rubber cushion.
In technique scheme, the reinforcing rib of described top rail and be positioned on the described pin at reinforcing rib middle part and be respectively equipped with spilled water hole, is communicated with formation drainage channel with the described vertical rod inner chamber of described crossbeam below; Described in each, in top rail and lower transverse beam closed housing, in the described vertical rod of correspondence, be respectively equipped with an exhaust hole, form the gas channel of closed housing; The reinforcing rib of described top rail is to the downward-sloping setting in described spilled water hole position, and angle of slope is 1 °~5 °.Because crossbeam splicing exists gap, must have infiltration phenomenon, by drainage channel, the water droplet infiltrating in crossbeam can be imported to the vertical rod that is positioned at crossbeam below, discharge, stop inwardly to leak.Gas channel is set, avoid the closed housing in crossbeam to be set to seal chamber, air pressure and ambient pressure in seal chamber has pressure reduction on the one hand, and fluid sealant is difficult for applying, on the other hand, seal chamber is unfavorable for solidifying of fluid sealant, affect sealing effectiveness, therefore in vertical rod corresponding to each closed housing, offer exhaust hole, balance inner and outer air pressure, be beneficial to the coating of fluid sealant and solidify, guaranteeing sealing effectiveness.
Further, in technical scheme, the top rail that is positioned at adjacent cells body junction is provided with apron flashing, and described apron flashing is connected across between adjacent cells body, is fixed on the reinforcing rib between described pin through fluid sealant.Be connected across between adjacent cells body crossbeam, one can connect adjacent cells body, also the infiltration between adjacent beams can be imported in drainage channel and discharges in the lump.
In technique scheme, be positioned at male and female vertical rod splicing position and be provided with adaptor, described adaptor is fixed on described reinforcing rib through screw, a connection bracket is fixed through bolt in described adaptor outer end, these connection bracket both sides are provided with flanging, the bottom of described flanging is provided with barb, and described cover plate inner side is provided with the connecting rod coordinating with described flanging, and the top of described connecting rod is provided with the projection with described barb snap fit.Plug-in cover plate, easy accessibility, is convenient to change.
In technique scheme, the external surface of described cover plate is plane or is provided with raised line or is provided with groove.Lid surface form is changeable, can require conversion cover plate outer surface structure according to Curtain Wall Design, thereby improve exterior wall aesthetic property.
In technique scheme, in described cell cube, the described crossbeam end face of corresponding agent structure interlayer beam bottom is provided with catch basin.Collect by catch basin the condensed water that agent structure interlayer beam bottom forms, prevent that condensed water etc. from, to indoor seepage, improving water proofing property.
In technique scheme, described pole tip is connected with the lifting bearing in agent structure through a pair of hanger structure, described in each, hanger structure comprises connector, L-type steel suspension member and pad, described connector one end is fixed through bolt and described vertical rod, other end middle part card inserts in the slot of described L-type steel suspension member one side edgefold, the end of the described connector adjusting bolt that is spirally connected, this adjusting bolt top end face is butted in the horizontal sides of described L-type steel suspension member, the horizontal sides of described L-type steel suspension member is provided with the chute that along continuous straight runs extends, described lifting bearing is provided with the waist hole that vertical direction is arranged, described L-type steel suspension member is by the chute on circular hole and the L-type steel suspension member of a set bolt on described pad, be fixed in the waist hole of described lifting bearing.In conjunction with the horizontal concrete chute on waist hole and L-type steel suspension member that on lifting bearing, vertical direction is arranged, the permanent position obtaining on L-R, anterior-posterior both direction regulates, again by connector slippage in slot on flanging, regulate upper and lower position by adjusting bolt, install thereby form three-dimensional regulation, improve Installation Flexibility and simplicity.
Further technical scheme is, the horizontal sides bottom surface of described L-type steel suspension member and described lifting bearing are welded and fixed, and the horizontal sides end face of described pad bottom surface and described L-type steel suspension member is welded and fixed.Adjust after link position by the adjustable hanger structure of three-dimensional, respectively L-type steel suspension member and pad are fixed on lifting bearing between two through welding, improve installation strength.
Because technique scheme is used, the utility model compared with prior art has following advantages:
1. the utility model, by reinforcing rib is set, forms opening-closed sectional material by public bar, female vertical rod and top rail, lower transverse beam, improves the intensity with prismatic shapes lower beam part;
2. by adhesive tape groove being set in both sides, pin end, make all to exist between pin both sides and slot wall the sealing of sealing joint strip, improve watertightness and the tightness at splicing seams place, solve cell cube curtain wall splicing seams seepage problem;
3. on the reinforcing rib of top rail and on pin, spilled water hole is set, discharges infiltrating after water droplet in crossbeam imports corresponding vertical rod, prevent inside seepage; Meanwhile, in the vertical rod at corresponding closed housing place, exhaust hole is set, in balance splicing crossbeam, closed housing and extraneous air pressure, contribute to the coating of fluid sealant, assurance sealing effectiveness;
4. cover plate is installed by snap fit, and the external surface of cover plate requires mapped structure shape according to Curtain Wall Design, thereby improves exterior wall aesthetic property;
5. lift the horizontal concrete chute on waist hole and the L-type steel suspension member that on bearing, vertical direction is arranged by combination, the permanent position obtaining on L-R, anterior-posterior both direction regulates, again by connector slippage in slot on flanging, regulate upper and lower position by adjusting bolt, install thereby form three-dimensional regulation, improve Installation Flexibility and simplicity.
Accompanying drawing explanation
Fig. 1 is the use view of the utility model embodiment mono-;
Fig. 2 is the cross-sectional schematic of A-A in Fig. 1;
Fig. 3 is B Nodes male and female vertical rod connected structure schematic diagram in Fig. 1;
Fig. 4 is the upper and lower crossbeam connected structure of C Nodes schematic diagram in Fig. 1;
Fig. 5 is the structural representation of D Nodes crossbeam in Fig. 2;
Fig. 6 is the covering plate structure schematic diagram that is provided with raised line in the utility model embodiment mono-;
Fig. 7 establishes reeded covering plate structure schematic diagram in the utility model embodiment mono-;
Fig. 8 is the structural representation of vertical rod and agent structure junction in the utility model embodiment mono-;
Fig. 9 is the structural representation of L-type steel suspension member in the utility model embodiment mono-;
Figure 10 is the structural representation of public bar in the utility model embodiment mono-;
Figure 11 is the structural representation of female vertical rod in the utility model embodiment mono-;
Figure 12 is Lower Crossbeam Structure schematic diagram in the utility model embodiment mono-;
Figure 13 is top rail structural representation in the utility model embodiment mono-.
Wherein: 1, cell cube; 2, vertical rod; 3, crossbeam; 4, public bar; 5, female vertical rod; 6, top rail; 7, lower transverse beam; 8, curtain wall slab; 9, cover plate; 10, reinforcing rib; 11, middle part pin; 12, slot; 13, adhesive tape groove; 14, sealing joint strip; 15, spilled water hole; 16, exhaust hole; 17, adaptor; 18, screw; 19, fluid sealant; 20, bolt; 21, connection bracket; 22, flanging; 23, barb; 24, connecting rod; 25, projection; 26, raised line; 27, groove; 28, agent structure; 29, catch basin; 30, lifting bearing; 31, connector; 32, L-type steel suspension member; 33, pad; 34, bolt; 35, adjusting bolt; 36, chute; 37, waist hole; 38, set bolt; 39, horizontal sides; 40, slot; 41, apron flashing; 42, closed housing; 43, interlayer beam; 44, foam-rubber cushion; 45, tail end pin; 46, one-sided adhesive tape groove.
The specific embodiment
Below in conjunction with drawings and Examples, the invention will be further described:
Embodiment mono-: shown in Fig. 1~13, a kind of cell cube curtain wall system, comprise a plurality of cell cubes 1, described in each, cell cube 1 is spliced to form by some crossbeams 3 and the male and female vertical rod that is positioned at crossbeam 3 both sides, the adjacent described cell cube 1 in both sides coordinates the vertical rod 2 of the formation curtain wall of pegging graft with female vertical rod 5 by public bar 4, neighbouring described cell cube 1 coordinates the crossbeam 3 of the formation curtain wall of pegging graft with lower transverse beam 7 by top rail 6, between described vertical rod 2 and crossbeam 3 outsides, adjacent curtain wall slab 8, be provided with cover plate 9.
Be positioned at described public bar 4, female vertical rod 5 and top rail 6, the both sides of lower transverse beam 7 are mutually to being provided with reinforcing rib 10 between pin, form closed housing 42, on the reinforcing rib 10 of described public bar 4 and top rail 6, be respectively equipped with outward extending a pair of pin: 1. on public bar 4, two pins are positioned at middle part and the tail end of described public bar 4, wherein, pin 11 both sides, end, middle part are provided with adhesive tape groove 13, described female vertical rod 5 at pin 11 places, corresponding middle part is provided with slot 12, between described slot 12 and middle part pin 11, form two-side sealing structure by the sealing joint strip 14 being arranged in described adhesive tape groove 13, described tail end pin 45 is positioned at described female vertical rod 5 tail end inner sides, described female vertical rod 5 at corresponding tail end pin 45 places is provided with slot 12, described female vertical rod 5 tail end adhesive tape groove 13 cell walls are provided with one-sided adhesive tape groove 46, in this one-sided adhesive tape groove 46, be provided with sealing joint strip 14, described sealing joint strip 14 forms and is tightly connected with tail end pin 45, in described adhesive tape groove 13, be provided with foam-rubber cushion 19, middle part pin 11 and tail end pin 3 front ends are butted on respectively on this foam- rubber cushion 19, 2. on crossbeam 3, two pins lay respectively at middle part and the tail end of described top rail 6, wherein, pin 11 both sides, end, middle part are provided with adhesive tape groove 13, described lower transverse beam 7 that should base pin place is provided with to slot 12, in described slot 12, be provided with foam-rubber cushion 44, tail end pin 45 front ends are butted on this foam-rubber cushion 44, between described slot 12 and middle part pin 11, form two-side sealing structure by the sealing joint strip 14 being arranged in described adhesive tape groove 13, tail end pin 45 is positioned at described lower transverse beam 7 tail ends outsides, and described tail end pin 45 is provided with one-sided adhesive tape groove 46 with respect to described lower transverse beam 7 sides, in this one-sided adhesive tape groove 46, is provided with sealing joint strip 14, and is wrapped on described lower transverse beam 7 and forms hermetically-sealed construction
As shown in Figure 4, on the reinforcing rib 10 of described top rail 6 and described middle part pin 4, be respectively equipped with spilled water hole 15, be communicated with vertical rod 2 inner chambers of described crossbeam 3 belows, form drainage channel; Described in each, in the vertical rod 2 of top rail 6 and lower transverse beam 7 closed housing 42 interior correspondences, be respectively equipped with an exhaust hole 16, form the gas channel of closed housing 18.The reinforcing rib 10 of described top rail 6 is to the described spilled water hole 15 downward-sloping settings in position, and angle of slope is 2 ° (contributing to water droplet to flow to spilled water hole); The top rail 6 that is positioned at adjacent cells body 1 junction is provided with apron flashing 41, and described apron flashing 17 is connected across between adjacent cells body 1, is fixed on the reinforcing rib 10 between described middle part pin 11 and tail end pin 45 through fluid sealant 19.Also have seam because upper and lower crossbeam splicing exists gap, cell cube 1 to be connected, this just will inevitably form infiltration phenomenon, by drainage channel, the rainwater infiltrating in crossbeam 3 can be imported to the vertical rod 2 that is positioned at crossbeam 3 belows, discharges, and stops inwardly to leak.And utilize apron flashing 41, the rainwater infiltrating between adjacent cells body 1 can be imported in drainage channel along apron flashing 41 and discharge, the interior leakage of further anti-sealing.Gas channel is set, avoid the closed housing in crossbeam 3 42 to be set to seal chamber, air pressure and ambient pressure in seal chamber has pressure reduction on the one hand, and fluid sealant 19 is difficult for applying, on the other hand, seal chamber is unfavorable for solidifying of fluid sealant 19, affect sealing effectiveness, therefore in the vertical rod 2 of each closed housing 42 correspondence, offer exhaust hole 16, balance inner and outer air pressure, be beneficial to the coating of fluid sealant 19 and solidify, guaranteeing sealing effectiveness.
As shown in Figure 3, adjacent described cell cube 1 mosaic is respectively equipped with adaptor 17, described adaptor 17 is positioned at public bar 4, female vertical rod 5 splicing positions, described adaptor 17 is fixed on described reinforcing rib 10 through screw, adaptor 17 is fixing with the reinforcing rib 10 on public bar 4 by screw 18, a connection bracket 21 is fixed through bolt 20 in described adaptor 17 outer ends, these connection bracket 21 both sides are provided with flanging 22, the bottom of described flanging 22 is provided with barb 23, described cover plate 9 inner sides are provided with the connecting rod 24 coordinating with described flanging 22, the top of described connecting rod 24 is provided with the projection 25 with described barb 23 snap fit.
According to design needs, the external surface of described cover plate 9 is plane, or is provided with raised line 26(as Fig. 6), also can be provided with groove 27(as Fig. 7), thereby enrich aesthetic property and the personalization of exterior wall.
As shown in Figure 5, in described cell cube 1, described crossbeam 3 end faces of corresponding agent structure 28 interlayer beam 43 bottoms are provided with catch basin 29.Agent structure 28 floor gaps are provided with interlayer beam 43, are positioned on the crossbeam 3 of interlayer beam 43 bottoms and are provided with catch basin 29, collect the condensed water producing due to temperature Change on interlayer beam 43, thereby it are indoor to avoid condensation flow to enter, and improve curtain wall water proofing property.
As Fig. 8, shown in 9, described vertical rod 2 ends are connected with the lifting bearing 30 in agent structure 28 through a pair of hanger structure, described in each, hanger structure comprises connector 31, L-type steel suspension member 32 and pad 33, described connector 31 one end are fixing with described vertical rod 2 through bolt 34, other end middle part card inserts in the slot 40 of described L-type steel suspension member 32 1 side edgefolds, the end of described connector 31 adjusting bolt 35 that is spirally connected, these adjusting bolt 35 end faces are butted in described L-type steel suspension member 32 opposite side horizontal sides 39 and (screw adjusting bolt 35, connector 31 is moved in adjusting bolt 35, obtain in vertical rod 2, the adjusting of upper/lower positions), the chute 36(that the horizontal sides 39 of described L-type steel suspension member 32 is provided with along continuous straight runs extension regulates the left side in horizontal direction, right position), described lifting bearing 30 be provided with waist hole 37(that vertical direction arranges regulate in horizontal direction before, rear position), described L-type steel suspension member 32 is by the chute 36 on circular hole and the L-type steel suspension member 32 of a set bolt 38 on described pad 33, be fixed in the waist hole 37 of described lifting bearing 30.
Adjusting behind suspension member installation site, horizontal sides 39 bottom surfaces and the described lifting bearing 30 of described L-type steel suspension member 32 are welded and fixed, and horizontal sides 39 end faces of described pad 33 bottom surfaces and described L-type steel suspension member 32 are welded and fixed, and improve installation strength and steadiness.
Claims (10)
1. a cell cube curtain wall system, comprise a plurality of cell cubes, described in each, cell cube is by some crossbeams and be positioned at the public affairs of crossbeam both sides, female vertical rod is spliced to form, the adjacent described cell cube in both sides coordinates the vertical rod of the formation curtain wall of pegging graft with female vertical rod by public bar, neighbouring described cell cube coordinates the crossbeam of the formation curtain wall of pegging graft with lower transverse beam by top rail, described vertical rod and crossbeam outside, between adjacent curtain wall slab, be provided with cover plate, it is characterized in that: be positioned at described public bar, female vertical rod and top rail, the both sides of lower transverse beam are mutually to being provided with reinforcing rib between pin, form closed housing, on the reinforcing rib of described public bar and top rail, be respectively equipped with outward extending a pair of pin, wherein at least one both sides, described pin end that are positioned at described public bar middle part is respectively equipped with adhesive tape groove, at least one both sides, described pin end that are positioned at described top rail middle part is respectively equipped with adhesive tape groove, described female vertical rod of the base pin place at corresponding public bar middle part and top rail middle part, on lower transverse beam, be respectively equipped with slot, between described slot and pin, form two-side sealing structure by being arranged at respectively the sealing joint strip in adhesive tape groove described in each.
2. cell cube curtain wall system according to claim 1, it is characterized in that: a pair of described pin is positioned at middle part and the tail end of described public bar, wherein, both sides, pin end, middle part are provided with adhesive tape groove, tail end pin is positioned at described female vertical rod tail end inner side, described female vertical rod tail end adhesive tape groove cell wall is provided with one-sided adhesive tape groove, in this one-sided adhesive tape groove, is provided with sealing joint strip, and described sealing joint strip and tail end pin formation are tightly connected; A pair of described pin is positioned at middle part and the tail end of described top rail, wherein, both sides, pin end, middle part are provided with adhesive tape groove, and tail end pin is positioned at described lower transverse beam tail end outside, described tail end pin is provided with one-sided adhesive tape groove with respect to described lower transverse beam side, in this one-sided adhesive tape groove, is provided with sealing joint strip.
3. cell cube curtain wall system according to claim 2, it is characterized in that: in described adhesive tape groove, be respectively equipped with foam-rubber cushion, the middle part of described public bar and tail end pin front end are butted on corresponding described foam-rubber cushion, and the middle part pin front end of described top rail is butted on corresponding described foam-rubber cushion.
4. cell cube curtain wall system according to claim 1, is characterized in that: the reinforcing rib of described top rail and be positioned on the described pin at reinforcing rib middle part and be respectively equipped with spilled water hole, is communicated with formation drainage channel with the described vertical rod inner chamber of described crossbeam below; Described in each, in top rail and lower transverse beam closed housing, in the described vertical rod of correspondence, be respectively equipped with an exhaust hole, form the gas channel of closed housing; The reinforcing rib of described top rail is to the downward-sloping setting in described spilled water hole position, and angle of slope is 1 °~5 °.
5. cell cube curtain wall system according to claim 4, is characterized in that: the top rail that is positioned at adjacent cells body junction is provided with apron flashing, and described apron flashing is connected across between adjacent cells body, is fixed on the reinforcing rib between described pin through fluid sealant.
6. cell cube curtain wall system according to claim 1, it is characterized in that: be positioned at male and female vertical rod splicing position and be provided with adaptor, described adaptor is fixed on described reinforcing rib through screw, a connection bracket is fixed through bolt in described adaptor outer end, these connection bracket both sides are provided with flanging, the bottom of described flanging is provided with barb, and described cover plate inner side is provided with the connecting rod coordinating with described flanging, and the top of described connecting rod is provided with the projection with described barb snap fit.
7. cell cube curtain wall system according to claim 1, is characterized in that: the external surface of described cover plate is plane or is provided with raised line or is provided with groove.
8. cell cube curtain wall system according to claim 1, is characterized in that: in described cell cube, the described crossbeam end face of corresponding agent structure interlayer beam bottom is provided with catch basin.
9. cell cube curtain wall system according to claim 1, it is characterized in that: described pole tip is connected with the lifting bearing in agent structure through a pair of hanger structure, described in each, hanger structure comprises connector, L-type steel suspension member and pad, described connector one end is fixed through bolt and described vertical rod, other end middle part card inserts in the slot of described L-type steel suspension member one side edgefold, the end of the described connector adjusting bolt that is spirally connected, this adjusting bolt top end face is butted in the horizontal sides of described L-type steel suspension member, the horizontal sides of described L-type steel suspension member is provided with the chute that along continuous straight runs extends, described lifting bearing is provided with the waist hole that vertical direction is arranged, described L-type steel suspension member is by the chute on circular hole and the L-type steel suspension member of a set bolt on described pad, be fixed in the waist hole of described lifting bearing.
10. cell cube curtain wall system according to claim 9, is characterized in that: the horizontal sides bottom surface of described L-type steel suspension member and described lifting bearing are welded and fixed, and the horizontal sides end face of described pad bottom surface and described L-type steel suspension member is welded and fixed.
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CN201320860152.XU CN203640113U (en) | 2013-12-25 | 2013-12-25 | Unit curtain wall system |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
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CN105297960A (en) * | 2015-10-09 | 2016-02-03 | 江苏南方雄狮建设工程有限公司 | Unit curtain wall |
CN106013546A (en) * | 2016-07-22 | 2016-10-12 | 广东古帆装饰工程有限公司 | Curtain wall hanging part |
CN107905418A (en) * | 2017-11-13 | 2018-04-13 | 苏州柯利达装饰股份有限公司 | A kind of waterproof unit curtain wall system |
CN108222339A (en) * | 2017-12-29 | 2018-06-29 | 苏州苏明装饰股份有限公司 | A kind of easy construction cell system system of high-precision |
CN112515580A (en) * | 2020-11-25 | 2021-03-19 | 江苏恒美幕墙材料有限公司 | Aluminum plate curtain wall supporting structure with large-span transverse fish-web steel truss |
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2013
- 2013-12-25 CN CN201320860152.XU patent/CN203640113U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
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CN105297960A (en) * | 2015-10-09 | 2016-02-03 | 江苏南方雄狮建设工程有限公司 | Unit curtain wall |
CN106013546A (en) * | 2016-07-22 | 2016-10-12 | 广东古帆装饰工程有限公司 | Curtain wall hanging part |
CN107905418A (en) * | 2017-11-13 | 2018-04-13 | 苏州柯利达装饰股份有限公司 | A kind of waterproof unit curtain wall system |
CN108222339A (en) * | 2017-12-29 | 2018-06-29 | 苏州苏明装饰股份有限公司 | A kind of easy construction cell system system of high-precision |
CN108222339B (en) * | 2017-12-29 | 2024-03-26 | 苏州苏明装饰股份有限公司 | High-precision unit system easy to construct |
CN112515580A (en) * | 2020-11-25 | 2021-03-19 | 江苏恒美幕墙材料有限公司 | Aluminum plate curtain wall supporting structure with large-span transverse fish-web steel truss |
CN112515580B (en) * | 2020-11-25 | 2021-10-26 | 江苏恒美幕墙材料有限公司 | Aluminum plate curtain wall supporting structure with large-span transverse fish-web steel truss |
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