CN206070809U - ALC steam-pressing aero-concretes batten inclines curtain wall structure - Google Patents

ALC steam-pressing aero-concretes batten inclines curtain wall structure Download PDF

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Publication number
CN206070809U
CN206070809U CN201621043977.2U CN201621043977U CN206070809U CN 206070809 U CN206070809 U CN 206070809U CN 201621043977 U CN201621043977 U CN 201621043977U CN 206070809 U CN206070809 U CN 206070809U
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CN
China
Prior art keywords
draconis
unit plate
alc
steam
pressing aero
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Expired - Fee Related
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CN201621043977.2U
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Chinese (zh)
Inventor
田喆
宋佳
黄鑫
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Beijing Urban Construction Road & Bridge Group Co Ltd
Beijing Bucg Shengang Architectural Decoration Engineering Co Ltd
Original Assignee
Beijing Urban Construction Road & Bridge Group Co Ltd
Beijing Bucg Shengang Architectural Decoration Engineering Co Ltd
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Priority to CN201621043977.2U priority Critical patent/CN206070809U/en
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Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of ALC steam-pressing aero-concretes batten inclines curtain wall structure, including keel framework and the shingle nail being connected in keel framework;The keel framework includes that top Os Draconis, bottom Os Draconis and one group of parallel interval are connected to the vertical I-shaped steel joist between top Os Draconis and bottom Os Draconis;The top Os Draconis connect along body of wall length direction and superstructure;The bottom Os Draconis connect parallel to top Os Draconis and understructure;The top Os Draconis are with bottom Os Draconis not on same vertical plane;The shingle nail is put together by unit plate;The unit plate be ALC steam-pressing aero-concrete battens, and unit plate incline be connected to top Os Draconis, between bottom Os Draconis and vertical I-shaped steel joist.This utility model solves traditional big specification tilt-wall when entering to build by laying bricks or stones using common autoclave aerated concrete building block, and working procedure is complicated, long in time limit, and quality control on construction difficulty is big, the technical problem that construction cost is high and security control difficulty is big.

Description

ALC steam-pressing aero-concretes batten inclines curtain wall structure
Technical field
This utility model is related to a kind of ALC steam-pressing aero-concretes batten and inclines curtain wall structure.
Background technology
ALC steam-pressing aero-concretes batten uses partition material as exterior wall secondary structure, and vertical vertical mounting process is It is highly developed.At present, conventional inclination exterior wall secondary structure is built by laying bricks or stones and is generally built by laying bricks or stones using common autoclave aerated concrete building block, Build relative ALC steam-pressing aero-concrete battens by laying bricks or stones to suffer from the drawback that:(1)Autoclave aerated concrete building block building construction operation is multiple Miscellaneous, long in time limit, period need to coordinate reinforcing bar colligation, concrete-constituted pile, the pouring construction of collar tie beam;(2)Steam-pressing aero-concrete is built Block building construction quality control difficulty is big, including mortar joint plumpness, wall body vertical degree, reinforcing bar colligation, shuttering supporting and concrete Vibrate;(3)Autoclave aerated concrete building block building construction high cost, material usage are big;(4)Inclination wall construction quality control, Security control difficulty is big.
Utility model content
This utility model provides a kind of ALC steam-pressing aero-concretes batten and inclines curtain wall structure, solve traditional big , when entering to build by laying bricks or stones using common autoclave aerated concrete building block, working procedure is complicated, long in time limit, construction quality control for specification tilt-wall Difficulty processed is big, the technical problem that construction cost is high and security control difficulty is big.
The technical solution of the utility model is as follows.
A kind of ALC steam-pressing aero-concretes batten inclines curtain wall structure, including keel framework and is connected in keel framework Shingle nail;It is characterized in that:The keel framework includes that top Os Draconis, bottom Os Draconis and one group of parallel interval are connected to top Vertical I-shaped steel joist between portion's Os Draconis and bottom Os Draconis;The top Os Draconis connect along body of wall length direction and superstructure Connect;The bottom Os Draconis are connected parallel to top Os Draconis and with understructure;The top Os Draconis are with bottom Os Draconis not same On individual vertical plane;Collet is connected between the bottom Os Draconis and understructure;The shingle nail is put together by unit plate; The unit plate be ALC steam-pressing aero-concrete battens, and unit plate incline be connected to top Os Draconis, bottom Os Draconis with Between vertical I-shaped steel joist.
Preferably, the keel framework also includes that the I-steel being connected between adjacent two vertical I-shaped steel joists is horizontal Beam, the I-shaped gooseneck is parallel to top Os Draconis, between top Os Draconis and bottom Os Draconis.
Preferably, the shingle nail is formed by unit plate on a group and one group of lower unit plate joint;The upper unit Plate and lower unit plate are ALC steam-pressing aero-concrete battens.
Preferably, the upper unit plate be connected to top Os Draconis, between I-shaped gooseneck and vertical I-shaped steel joist, its In the vertical side of upper unit plate be embedded in the vertical slot of vertical I-shaped steel joist, the base of upper unit plate is embedded in crossbeam In;
The lower unit plate is inclined and is connected between bottom Os Draconis, I-shaped gooseneck and vertical I-shaped steel joist, wherein Lower unit plate top margin is embedded in crossbeam, and the vertical side of lower unit plate is embedded in the vertical slot of vertical I-shaped steel joist;
The steel beam column that the bottom Os Draconis take the shape of the letter U for longitudinal section, the lower unit panel base is embedded in the horizontal stroke of bottom Os Draconis To in groove.
Preferably, the top Os Draconis are angle steel;The horizontal limb of the angle steel is connected with superstructure, and the perpendicular limb of angle steel is supported On the inside of unit plate, and the perpendicular limb of angle steel is connected by connector with upper unit plate.
Preferably, the connector is gib headed bolt;The upper unit plate is at top of the plate position, through-thickness is opened There is clear opening, groove is also provided with positioned at the end of clear opening, in the lateral surface of upper unit plate;The straight bar section of the gib headed bolt It is through in the clear opening of unit plate, the gib head section of gib headed bolt is pressed on the outside of the perpendicular limb of angle steel, and the termination of straight bar section passes through Nut is fixed in the groove of unit plate.
Preferably, the connector includes bent rod and securing member;The bent rod by a crosspiece, one section of perpendicular section and The oblique section being connected between crosspiece, perpendicular section is constituted;The upper unit plate is at top of the plate position, through-thickness is provided with complications Through hole;
The bent rod is through in unit plate complications through hole, and the perpendicular section of bent rod is pressed on the outside of the perpendicular limb of angle steel, curved The crosspiece termination of pole is fixed on upper unit plate side by securing member.
Preferably, the collet includes bracket and inclined shore;The bracket be connected to bottom Os Draconis and understructure it Between;One end of the bracket is fixed in understructure, other end support is connected on the lower section of bottom Os Draconis;
The inclined shore is connected between bracket and understructure, and, on bracket, bottom is solid for inclined shore apical support It is scheduled in understructure.
Preferably, the top Os Draconis are welded or are connected with superstructure by expansion bolt;The bottom Os Draconis weldering Connect or be connected with understructure by bolt, the base of bottom Os Draconis is not less than 300mm apart from ground level.
This utility model has the characteristics that and beneficial effect compared with prior art.
1st, the shingle nail in this utility model is put together using ALC steam-pressing aero-concrete battens, can simplify construction party Case, reduces construction cost, accelerating construction progress.
2nd, in this utility model, top Os Draconis adopt angle steel, and top dragon is against on the inside of ALC steam-pressing aero-concrete battens On the perpendicular limb of bone, and between top Os Draconis and ALC steam-pressing aero-concrete battens using gib headed bolt connect or bent rod, Securing member connects, this node connected mode not only firm stable, and simple to operation.
3rd, steel beam column of the bottom Os Draconis using angle steel U-shaped section in this utility model, by inclined ALC steam pressurized coagulation The bottom of native batten is embedded in the Os Draconis of bottom, prevents the sliding of ALC steam-pressing aero-concrete battens, and in bottom Os Draconis Lower section sets collet, and this causes the more stable of inclined wall.
4th, in this utility model, the inclination of ALC steam-pressing aero-concretes batten is connected between top Os Draconis and bottom Os Draconis, Quality control on construction is simple.Top Os Draconis, the fastness of bottom Os Draconis fixation, the spacing of gib headed bolt, welding matter need to only be paid close attention to Amount and the degree of compaction of jointing.
5th, build by laying bricks or stones in conventional inclination exterior wall secondary structure and generally built by laying bricks or stones using common autoclave aerated concrete building block, apply Work complex procedures, while concrete-constituted pile, the construction of horizontal thin beam need to be coordinated, need to adopt assembling reinforcement in the face of inclining metope, Formwork supporting plate, casting concrete way are constructed;And the ALC steam-pressing aero-concretes batten in this utility model is that batch production is pre- System, directly can transport to job site, and scene only need to be carried and is mounted directly, and jack, electric hoist, crane can be adopted during installation Install that cost of labor is low Deng cooperation personnel, and surface smoothness is good, need not plaster and the levelling construction of brushing gypsum, it is to avoid various Masonry mortar, motar, reinforcing bar, the use of concrete, simplify working procedure, reduce material cost.
6th, for metope is inclined, the ALC steam-pressing aero-concretes batten in this utility model, can because of itself liner bar-mat reinforcement Directly enter line tilt installation, need not carry out strengthening construction, simplicity quick for installation, while mutually more conventional secondary structure building construction, A large amount of wet constructions are avoided, pollution is reduced.
Description of the drawings
Fig. 1 is the overall schematic that ALC steam-pressing aero-concretes batten of the present utility model inclines curtain wall structure.
Fig. 2 is ALC steam-pressing aero-concretes batten of the present utility model using the connection of bent rod, securing member and top Os Draconis Schematic diagram.
Fig. 3 is ALC steam-pressing aero-concretes batten of the present utility model using gib headed bolt and top Os Draconis connection signal Figure.
Fig. 4 is upper unit plate of the present utility model and vertical I-shaped steel joist node structure schematic diagram.
Fig. 5 is lower unit plate of the present utility model and collet node structure schematic diagram.
Fig. 6 is the gib headed bolt schematic diagram in this utility model.
Fig. 7 is the vertical I-shaped steel joist cross-sectional view in this utility model.
Reference:1-superstructure, 2-understructure, 31-upper unit plate, 32-lower unit plate, 4-top Portion's Os Draconis, 5-bottom Os Draconis, 6-bracket, 7-vertical I-shaped steel joist, 8-inclined shore, 9-gib headed bolt, 10-filling Thing, 11-expansion bolt, 12-pad, 13-groove, 14-I-shaped gooseneck, 15-bent rod, 16-securing member.
Specific embodiment
In the present embodiment, ALC steam-pressing aero-concrete batten partition walls are installed on each floor outer as exterior wall.Press first According to drawing angle of inclination in superstructure 1(Back timber)With understructure 2(Steel structure column)Galvanizing angle steel is fixed in position, as The top Os Draconis 4 and bottom Os Draconis 5 of ALC steam-pressing aero-concrete battens.Using connector by ALC steam-pressing aero-concrete battens Fixedly mount with top Os Draconis 4, bottom Os Draconis 5 respectively, connector is connected with 4 angle steel full weld of top Os Draconis.Two pieces of ALC steam pressures add Gas concrete batten stitching position increases vertical I-shaped steel joist 7, and adjacent two ALC steam-pressing aero-concretes batten is by vertical work Word steel joist 7 connects, it is ensured that ALC steam-pressing aero-concrete batten globalities.Between plate stitch, ALC steam-pressing aero-concretes batten with Filled using polymer mortar between structure.Triangle steelframe collet is adopted positioned at the partition wall bottom of overhead positions, it is ensured that fixation. It is specific as follows:
A kind of ALC steam-pressing aero-concretes batten inclines curtain wall structure, including keel framework and is connected in keel framework Shingle nail 3;The keel framework includes that top Os Draconis 4, bottom Os Draconis 5 and one group of parallel interval are connected to top Os Draconis 4 Vertical I-shaped steel joist 7 between bottom Os Draconis 5;The top Os Draconis 4 connect along body of wall length direction and superstructure 1; The bottom Os Draconis 5 parallel to top Os Draconis 4, and understructure 2 connect;The top Os Draconis 4 are with bottom Os Draconis 5 not same On individual vertical plane;Collet is connected between the bottom Os Draconis 5 and understructure 2;The shingle nail 3 is by unit plate split Into;The unit plate is ALC steam-pressing aero-concrete battens, and unit plate inclination is connected to top Os Draconis 4, bottom dragon Between bone 5 and vertical I-shaped steel joist 7.
In the present embodiment, the bottom Os Draconis 5 are connected on 2 side wall of understructure, a side of the bottom Os Draconis 5 with Understructure 2 is fixed, opposite side cantilever.
Certainly the bottom Os Draconis 5 can also be connected on 2 floor face of understructure in other embodiments.
In the present embodiment, the superstructure 1 is reinforced concrete structure or is steel construction;The understructure 2 is Reinforced concrete structure is steel construction.
In the present embodiment, the keel framework also includes the I-shaped being connected between adjacent two vertical I-shaped steel joists 7 Gooseneck 14, the I-shaped gooseneck 14 is parallel to top Os Draconis 4, between top Os Draconis 4 and bottom Os Draconis 5.
In the present embodiment, the shingle nail is put together by unit plate on a group 31 and one group of lower unit plate 32;Institute State unit plate 31 and lower unit plate 32 is ALC steam-pressing aero-concrete battens.In the present embodiment, the upper cell board Block 31 is connected between top Os Draconis 4, I-shaped gooseneck 14 and vertical I-shaped steel joist 7, wherein upper unit plate 31 is vertical Side is embedded in the vertical slot of vertical I-shaped steel joist 7, and the base of upper unit plate 31 is embedded in I-shaped gooseneck 14;
The lower unit plate 32 incline be connected to bottom Os Draconis 5, I-shaped gooseneck 14 and vertical I-shaped steel joist 7 it Between, wherein 32 top margin of lower unit plate is embedded in I-shaped gooseneck 14, and 32 vertical side of lower unit plate is embedded in vertical I-steel In the vertical slot of Os Draconis 7;
The steel beam column that the bottom Os Draconis 5 take the shape of the letter U for longitudinal section, 32 base of lower unit panel are embedded in bottom Os Draconis 5 Transverse groove in.
The top Os Draconis 4 are angle steel;The horizontal limb of the angle steel is connected with superstructure 1, and the perpendicular limb of angle steel is supported on list On the inside of first plate, and the perpendicular limb of angle steel is connected by connector with upper unit plate 31.
In the present embodiment, the connector can be gib headed bolt 9;The upper unit plate 31 at top of the plate position, Through-thickness is provided with clear opening, is also provided with groove 13 positioned at the end of clear opening, in the lateral surface of upper unit plate 31;It is described The straight bar section of gib headed bolt 9 is through in the clear opening of unit plate 31, and the gib head section of gib headed bolt 9 is pressed in outside the perpendicular limb of angle steel Side, the termination of straight bar section are fixed in the groove 13 of upper unit plate 31 by spiral shell mesh, and pad is lined between nut and unit plate Piece 12.
In the present embodiment, the connector can also be the molectron of bent rod 15 and securing member 16;The bent rod 15 It is made up of a crosspiece, one section of perpendicular section and the oblique section being connected between crosspiece, perpendicular section;The upper unit plate 31 is near top of the plate At position, through-thickness be provided with tortuous through hole;
The bent rod 15 is through in 31 tortuous through hole of unit plate, and the perpendicular section of bent rod 15 is pressed in outside the perpendicular limb of angle steel Side, the crosspiece termination of bent rod 15 are fixed on 31 side of unit plate by securing member 16.
In the present embodiment, the collet is also connected on the side wall of understructure 2, and the collet includes bracket 6 and inclines Support 8;The bracket 6 is connected between bottom Os Draconis 5 and understructure 2;One end of the bracket 6 is fixed on understructure 2 Upper, other end support is connected on the lower section of bottom Os Draconis 5;The collet is the steelframe of angle steel welding, such as in toilet area, needs to ensure ALC steam-pressing aero-concrete battens lower edge distance has water ground level to be not less than 300mm,
The inclined shore 8 is connected between bracket 6 and understructure 2,8 apical support of inclined shore on bracket 6, bottom End is fixed in understructure 2.
In other embodiments, collet is may be provided on the floor face of understructure 2, and the position of collet is with bottom Os Draconis 5 Depending on putting.
A kind of described ALC steam-pressing aero-concretes batten inclines the construction method of curtain wall structure, including step is as follows.
Step one:The processing of upper unit plate 31 and lower unit plate 32;Steamed according to the actual specification "one off" production ALC in scene The specification of pressing aero-concrete batten;According to rule of the different design requirements to ALC steam-pressing aero-concrete batten liner reinforcing bars Lattice and spacing are adjusted;Carry out the processing of ALC steam-pressing aero-concrete battens, cut according to the position and height installed simultaneously Cut work;Ensure the intensity and installation quality of ALC steam-pressing aero-concrete battens.
Step 2:The secondary conveying of upper and lower unit plate;ALC steam-pressing aero-concrete battens are transported to construction by factory The specified place in scene, low because conducting oneself with dignity, self-strength is big, and the upper and lower unit plate installed for exterior wall can directly adopt small hoist Car carries out lifting installation, installs for indoor partition and directly can be transported using hydraulic car, the simple transport of jack, lifting machine Defeated lifting.Traditional autoclave aerated concrete building block construction is compared, ALC steam-pressing aero-concrete battens specification is big, installs simple, Cost of labor is reduced, construction effect is improve.
Step 3:Incline the installation of curtain wall structure keel framework;Top Os Draconis 4 are tied along body of wall length direction and upper strata Structure 1 connects, at the same by bottom Os Draconis 5 parallel to top Os Draconis 4, and understructure 2 connect;Os Draconis 4 and bottom Os Draconis 5 at top Between parallel interval connect vertical I-shaped steel joist 7, and connect I-shaped gooseneck between adjacent vertical I-shaped steel joist 7 14。
Step 4:The installation of collet;Collet is connected between bottom Os Draconis 5 and understructure 2 installed in inclination;Collet One end be fixed in understructure 2, collet other end support is connected on the lower section of bottom Os Draconis 5.Step 5:Upper unit plate 31 with Lower unit plate 32 is installed and is fixed;ALC steam-pressing aero-concretes batten is inclined and is connected to top Os Draconis 4 and I-shaped gooseneck Between 14 and between I-shaped gooseneck 14 and bottom Os Draconis 5, the top of upside batten is fixedly connected with top Os Draconis 4, downside The bottom of batten is fixedly connected with bottom Os Draconis 5, and two sides of batten are connected with adjacent two vertical I-shaped steel joists 7 respectively.
Step 6:Upper unit plate 31 is processed with the gap of lower unit plate 32;ALC steam-pressing aero-concretes batten is installed After the completion of, ALC steam-pressing aero-concretes batten and ALC steam-pressing aero-concrete battens are filled with implant 10, ALC is steam pressurized The gap existed between concrete batten and superstructure 1 and ALC steam-pressing aero-concretes batten and understructure 2.
In the present embodiment, top Os Draconis 4 described in step 3 adopts L75*6mm galvanizing angle steel, and superstructure 1 is coagulation Soil structure, top Os Draconis 4 are directly fixed on xoncrete structure using M12*110 expansion bolts, and 11 spacing of expansion bolt is not More than 300mm;Bottom Os Draconis 5 are also adopted by L75*6mm galvanizing angle steel, and bottom Os Draconis 5 are U for the section that double angle is put together The steel skeleton of shape;Understructure 2 is steel construction, and bottom Os Draconis 5 are directly welded on steel construction using welding manner cantilever.It is described Bottom Os Draconis 5 are welded or are connected with bracket 6 by bolt, and the base of bottom Os Draconis 5 is not less than 300mm apart from ground level.
Certainly, in other embodiments, when superstructure 1 and understructure 2 are xoncrete structure, bottom Os Draconis 5 are direct It is fixed on xoncrete structure using M12*110 expansion bolts.
In other embodiments, such as the steam big room such as toilet, ALC is supported using steelframe collet steam pressurized mixed Solidifying soil batten, it is ensured that ALC steam-pressing aero-concrete battens lower edge distance has water ground level to be not less than 300mm, directly below Casting concrete is at once, it is to avoid traditional bar planting, formwork, the complicated technology of casting concrete grade beam.Such as interior ALC is steam pressurized Concrete batten, can weld keel framework according to actual floor height, in advance because ALC steam-pressing aero-concrete battens carry alphabetical mouth Socket connection system, therefore vertical I-shaped steel joist 7 need to ensure itself firm and institute's bearing load, greatly reduce just now Consumption, reduces construction cost.
In the present embodiment, the collet described in step 4 includes bracket 6 and inclined shore 8;The bracket 6 includes that one group is put down The angle steel that between-line spacing is arranged, described angle steel one end is fixed in understructure 2;Other end support is connected on the lower section of bottom Os Draconis 5;Angle It is to be welded to connect between steel and bottom Os Draconis 5;The inclined shore 8 is connected between bracket 6 and understructure 2, inclined shore 8 On bracket 6, bottom is fixed on 2 side wall of understructure apical support.
In other embodiments, the bottom Os Draconis 5 can also be connected on the floor face of understructure 2 with collet.
In the present embodiment, it is in I-shaped steel beam column that vertical I-shaped steel joist 7 described in step 5 is cross section;Adjacent two ALC steam-pressing aero-concretes batten is connected by vertical I-shaped steel joist 7, it is ensured that ALC steam-pressing aero-concrete batten globalities. And ALC steam-pressing aero-concrete battens maximum specification can directly carry out the long ALC steam-pressing aero-concretes battens of 6000mm and install.Peace Fill fast and simple, while mutually more conventional secondary structure building construction, it is to avoid a large amount of wet constructions, reduce pollution.
The top of the ALC steam-pressing aero-concretes batten adopts12x120mm gib headed bolts are fixed on the Os Draconis 4 of top, Because of ALC steam-pressing aero-concrete batten good integrities, self-strength is big, and every block of ALC steam-pressing aero-concretes batten is fixed and only needed Two gib headed bolts 9 are fixed respectively at top and bottom, and gib headed bolt 9 connects with 4 angle steel full weld of top Os Draconis.
In the present embodiment, the implant 10 in step 6 is polymer mortar, is installed in ALC steam-pressing aero-concretes batten After the completion of, between batten and batten plate, between batten and structure, there is gap, scene is used uniformly across polymer mortar filling, it is ensured that envelope Close, it is closely knit.
In other embodiment, such as toilet etc. has aqua region, need to pour steelframe collet using pea gravel concreten.
Content described in this specification embodiment is only that the way of realization to utility model design is enumerated, utility model Protection domain be not construed as being only limitted to the concrete form stated by embodiment, the protection domain of utility model covers ability Field technique personnel according to utility model design it is conceivable that equivalent technologies mean.

Claims (9)

1. a kind of ALC steam-pressing aero-concretes batten inclines curtain wall structure, including keel framework and is connected in keel framework Shingle nail;It is characterized in that:The keel framework includes top Os Draconis(4), bottom Os Draconis(5)And one group of parallel interval connection In top Os Draconis(4)With bottom Os Draconis(5)Between vertical I-shaped steel joist(7);The top Os Draconis(4)Along body of wall length side To, and superstructure(1)Connection;The bottom Os Draconis(5)Parallel to top Os Draconis(4), and and understructure(2)Connection;Institute State top Os Draconis(4)With bottom Os Draconis(5)Not on same vertical plane;The bottom Os Draconis(5)With understructure(2)Between It is connected with collet;The shingle nail is put together by unit plate;The unit plate is ALC steam-pressing aero-concrete battens, And unit plate is inclined and is connected to top Os Draconis(4), bottom Os Draconis(5)With vertical I-shaped steel joist(7)Between.
2. a kind of ALC steam-pressing aero-concretes batten according to claim 1 inclines curtain wall structure, it is characterised in that:Institute Stating keel framework also includes being connected to adjacent two vertical I-shaped steel joists(7)Between I-shaped gooseneck(14), the I-shaped Gooseneck(14)Parallel to top Os Draconis(4), positioned at top Os Draconis(4)With bottom Os Draconis(5)Between.
3. a kind of ALC steam-pressing aero-concretes batten according to claim 2 inclines curtain wall structure, it is characterised in that:Institute Shingle nail is stated by unit plate on a group(31)With one group of lower unit plate(32)It is put together;The upper unit plate(31)With Lower unit plate(32)It is ALC steam-pressing aero-concrete battens.
4. a kind of ALC steam-pressing aero-concretes batten according to claim 3 inclines curtain wall structure, it is characterised in that:Institute State unit plate(31)It is connected to top Os Draconis(4), I-shaped gooseneck(14)With vertical I-shaped steel joist(7)Between, wherein Upper unit plate(31)Vertical side be embedded in vertical I-shaped steel joist(7)Vertical slot in, upper unit plate(31)Base It is embedded in I-shaped gooseneck(14)In;
The lower unit plate(32)Inclination is connected to bottom Os Draconis(5), I-shaped gooseneck(14)With vertical I-shaped steel joist(7) Between, wherein lower unit plate(32)Top margin is embedded in I-shaped gooseneck(14)In, lower unit plate(32)Vertical side is embedded in perpendicular To I-shaped steel joist(7)Vertical slot in;
The bottom Os Draconis(5)For the steel beam column that longitudinal section takes the shape of the letter U, the lower unit panel(32)Base is embedded in bottom Os Draconis (5)Transverse groove in.
5. a kind of ALC steam-pressing aero-concretes batten according to claim 1 inclines curtain wall structure, it is characterised in that:Institute State top Os Draconis(4)For angle steel;The horizontal limb of the angle steel and superstructure(1)Connection, the perpendicular limb of angle steel are supported on unit plate Inner side, and the perpendicular limb of angle steel and upper unit plate(31)Connected by connector.
6. a kind of ALC steam-pressing aero-concretes batten according to claim 5 inclines curtain wall structure, it is characterised in that:Institute Connector is stated for gib headed bolt(9);The upper unit plate(31)At the top of the plate position, through-thickness be provided with clear opening, Positioned at the end of clear opening, in upper unit plate(31)Lateral surface be also provided with groove(13);The gib headed bolt(9)Straight-bar Section is through unit plate(31)Clear opening in, gib headed bolt(9)Gib head section be pressed on the outside of the perpendicular limb of angle steel, straight bar section Termination is fixed on upper unit plate by nut(31)Groove(13)In.
7. a kind of ALC steam-pressing aero-concretes batten according to claim 5 inclines curtain wall structure, it is characterised in that:Institute Stating connector includes bent rod(15)And securing member(16);The bent rod(15)By a crosspiece, one section of perpendicular section and connection Oblique section between crosspiece, perpendicular section is constituted;The upper unit plate(31)At the top of the plate position, through-thickness be provided with complications Through hole;
The bent rod(15)It is through unit plate(31)In tortuous through hole, bent rod(15)Perpendicular section be pressed in the perpendicular limb of angle steel Outside, bent rod(15)Crosspiece termination pass through securing member(16)It is fixed on unit plate(31)On side.
8. a kind of ALC steam-pressing aero-concretes batten according to claim 1 inclines curtain wall structure, it is characterised in that:Institute Stating collet includes bracket(6)And inclined shore(8);The bracket(6)It is connected to bottom Os Draconis(5)With understructure(2)Between; The bracket(6)One end be fixed on understructure(2)Upper, other end support is connected on bottom Os Draconis(5)Lower section;
The inclined shore(8)It is connected to bracket(6)With understructure(2)Between, inclined shore(8)Apical support is in bracket (6)On, bottom is fixed on understructure(2)On.
9. a kind of ALC steam-pressing aero-concretes batten according to claim 5 inclines curtain wall structure, it is characterised in that:Institute State top Os Draconis(4)Welding passes through expansion bolt(11)With superstructure(1)Connection;The bottom Os Draconis(5)Welding or Person passes through bolt and understructure(2)Connection, bottom Os Draconis(5)Base be not less than 300mm apart from ground level.
CN201621043977.2U 2016-09-08 2016-09-08 ALC steam-pressing aero-concretes batten inclines curtain wall structure Expired - Fee Related CN206070809U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106223516A (en) * 2016-09-08 2016-12-14 北京城建深港建筑装饰工程有限公司 ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method
CN110359599A (en) * 2019-07-15 2019-10-22 中建钢构有限公司 Connector, ALC batten installation node structure and assembled installation method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106223516A (en) * 2016-09-08 2016-12-14 北京城建深港建筑装饰工程有限公司 ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method
CN106223516B (en) * 2016-09-08 2019-04-05 北京城建深港建筑装饰工程有限公司 ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method
CN110359599A (en) * 2019-07-15 2019-10-22 中建钢构有限公司 Connector, ALC batten installation node structure and assembled installation method

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