CN106223516A - ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method - Google Patents
ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method Download PDFInfo
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- CN106223516A CN106223516A CN201610810032.7A CN201610810032A CN106223516A CN 106223516 A CN106223516 A CN 106223516A CN 201610810032 A CN201610810032 A CN 201610810032A CN 106223516 A CN106223516 A CN 106223516A
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- 239000004567 concrete Substances 0.000 title claims abstract description 84
- 238000003825 pressing Methods 0.000 title claims abstract description 68
- 238000010276 construction Methods 0.000 title claims abstract description 32
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 102
- 239000010959 steel Substances 0.000 claims abstract description 102
- 238000000034 method Methods 0.000 claims abstract description 9
- 238000009434 installation Methods 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 239000007943 implant Substances 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 244000261422 Lysimachia clethroides Species 0.000 claims description 2
- 238000005520 cutting process Methods 0.000 claims description 2
- 239000011449 brick Substances 0.000 abstract description 7
- 238000003908 quality control method Methods 0.000 abstract description 5
- 238000009435 building construction Methods 0.000 description 5
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000005192 partition Methods 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000005246 galvanizing Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229920000642 polymer Polymers 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7453—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
- E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
- E04B2/7872—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially H - section with flanges perpendicular to plane of partition
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
- E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
- E04B2/789—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially U- or C- section
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
- E04B2/821—Connections between two opposed surfaces (i.e. floor and ceiling) by means of a device offering a restraining force acting in the plane of the partition
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A kind of ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method, and oblique curtain wall structure includes keel framework and the shingle nail being connected in keel framework；Described keel framework includes the vertical I-steel Os Draconis that top Os Draconis, bottom Os Draconis and one group of parallel interval are connected between top Os Draconis and bottom Os Draconis；Described top Os Draconis are connected along body of wall length direction with superstructure；Described bottom Os Draconis are parallel to top Os Draconis and are connected with understructure；Described top Os Draconis and bottom Os Draconis are not on same vertical plane；Described shingle nail is put together by unit plate；Described unit plate is ALC steam-pressing aero-concrete batten, and unit plate tilts to be connected between top Os Draconis, bottom Os Draconis and vertical I-steel Os Draconis.The present invention solves traditional big specification tilt-wall in time using common autoclave aerated concrete building block to enter to build by laying bricks or stones, 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
Technical field
The present invention relates to a kind of ALC steam-pressing aero-concrete batten and tilt curtain wall structure and construction method.
Background technology
ALC steam-pressing aero-concrete batten uses partition material as exterior wall secondary structure, and vertical vertical mounting process is
Highly developed.At present, conventional inclination exterior wall secondary structure is built by laying bricks or stones and is generally used common autoclave aerated concrete building block to build by laying bricks or stones,
Build relative ALC steam-pressing aero-concrete batten by laying bricks or stones and have the disadvantage in that (1) autoclave aerated concrete building block building construction operation is multiple
Miscellaneous, long in time limit, period need to coordinate reinforcing bar binding, 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 binding, shuttering supporting and concrete
Vibrate；(3) autoclave aerated concrete building block building construction cost is high, and material usage is big；(4) tilt-wall surface construction quality control,
Security control difficulty is big.
Summary of the invention
The invention provides a kind of ALC steam-pressing aero-concrete batten and tilt curtain wall structure and construction method, solve to pass
The big specification tilt-wall of system is in time using common autoclave aerated concrete building block to enter to build by laying bricks or stones, and working procedure is complicated, long in time limit, construction
Quality control difficulty is big, the technical problem that construction cost is high and security control difficulty is big.
Technical scheme is as follows.
A kind of ALC steam-pressing aero-concrete batten tilts curtain wall structure, including keel framework be connected in keel framework
Shingle nail；It is characterized in that: described keel framework includes that top Os Draconis, bottom Os Draconis and one group of parallel interval are connected to top
Vertical I-steel Os Draconis between portion's Os Draconis and bottom Os Draconis；Described top Os Draconis connect along body of wall length direction and superstructure
Connect；Described bottom Os Draconis are parallel to top Os Draconis and are connected with understructure；Described top Os Draconis with bottom Os Draconis not same
On individual vertical plane；It is connected between described bottom Os Draconis and understructure and has collet；Described shingle nail is put together by unit plate；
Described unit plate is ALC steam-pressing aero-concrete batten, and unit plate tilt be connected to top Os Draconis, bottom Os Draconis with
Between vertical I-steel Os Draconis.
Preferably, described keel framework also includes that the I-steel being connected between adjacent two vertical I-steel Os Draconis is horizontal
Beam, described I-steel crossbeam is parallel to top Os Draconis, between top Os Draconis and bottom Os Draconis.
Preferably, described shingle nail is formed by unit plate on a group and one group of lower unit plate joint；Described upper unit
Plate and lower unit plate are ALC steam-pressing aero-concrete batten.
Preferably, described upper unit plate is connected between top Os Draconis, I-steel crossbeam and vertical I-steel Os Draconis, its
On in, the vertical side of unit plate is embedded in the vertical slot of vertical I-steel Os Draconis, and the base of upper unit plate is embedded in crossbeam
In；
Described lower unit plate tilts to be connected to, between bottom Os Draconis, I-steel crossbeam and vertical I-steel Os Draconis, wherein to place an order
Unit's plate top margin is embedded in crossbeam, and the vertical side of lower unit plate is embedded in the vertical slot of vertical I-steel Os Draconis；
Described bottom Os Draconis are the steel beam column that longitudinal section takes the shape of the letter U, and described lower unit panel base is embedded in the transverse groove of bottom Os Draconis
In.
Preferably, described top Os Draconis are angle steel；The horizontal limb of described angle steel is connected with superstructure, and the perpendicular limb of angle steel supports
Inside unit plate, and the perpendicular limb of angle steel is connected by connector with upper unit plate.
Preferably, described connector is gib headed bolt；Described upper unit plate is opened near Ban Ding position, through-thickness
There is clear opening, be positioned at the end of clear opening, also have groove at the lateral surface of upper unit plate；The straight bar section of described gib headed bolt
Being through in the clear opening of unit plate, the gib head section of gib headed bolt is pressed in outside the perpendicular limb of angle steel, and the termination of straight bar section is passed through
Nut is fixed in the groove of unit plate.
Preferably, described connector includes bent rod and securing member；Described bent rod by a crosspiece, one section of perpendicular section and
The oblique section being connected between crosspiece, perpendicular section is constituted；Described upper unit plate has complications near Ban Ding position, through-thickness
Through hole；
Described bent rod is through in unit plate complications through hole, and the perpendicular section of bent rod is pressed in outside the perpendicular limb of angle steel, bent rod
Crosspiece termination be fixed on upper unit plate side by securing member.
Preferably, described collet includes bracket and inclined shore；Described bracket be connected to bottom Os Draconis and understructure it
Between；One end of described bracket is fixed in understructure, other end torr be connected on bottom Os Draconis lower section；
Described inclined shore is connected between bracket and understructure, and inclined shore apical support is on bracket, and bottom is fixed on
In understructure.
A kind of ALC steam-pressing aero-concrete batten tilts the construction method of curtain wall structure, it is characterised in that include that step is such as
Under:
Step one: upper unit plate and the processing of lower unit plate；According to the on-the-spot actual upper and lower unit plate of specification "one off" production
Specification；Require specification and the spacing of upper and lower unit plate liner reinforcing bar are adjusted according to different designs；Basis simultaneously
The position installed and the processing highly carrying out upper and lower unit plate, cutting work.
Step 2: tilt the installation of curtain wall structure keel framework；By top Os Draconis along body of wall length direction and superstructure
Connect, bottom Os Draconis are parallel to top Os Draconis simultaneously and are connected with understructure；Between top Os Draconis with bottom Os Draconis parallel
Interval connects vertical I-steel Os Draconis, and connects I-steel crossbeam between adjacent vertical I-steel Os Draconis.
Step 3: the installation of collet；Collet is arranged on inclination be connected between bottom Os Draconis and understructure；
One end of collet is fixed in understructure, and collet other end torr is connected on the lower section of bottom Os Draconis.
Step 4: upper unit plate and lower unit plate are installed with fixing；Upper unit plate is tilted to be connected to top dragon
Between bone and I-steel crossbeam, lower unit plate tilts to be connected between I-steel crossbeam and bottom Os Draconis.
Step 5: upper unit plate processes with the gap of lower unit plate；After upper and lower unit plate installation, with filling out
Fill thing and fill existence between unit plate and unit plate, upper unit plate and superstructure and lower unit plate and understructure
Gap.
Preferably, top Os Draconis described in step 2 is welded or is connected with superstructure by expansion bolt；The described end
Portion's Os Draconis are welded or are connected with understructure by bolt, and the base distance ground level of bottom Os Draconis is not less than 300mm.
Compared with prior art the invention have the characteristics that and beneficial effect.
1, the shingle nail in the present invention uses ALC steam-pressing aero-concrete batten to be put together, and can simplify arrangement and method for construction, fall
Low construction cost, accelerating construction progress.
2, in the present invention, top Os Draconis use angle steel, and the inner side of ALC steam-pressing aero-concrete batten is against top Os Draconis
On perpendicular limb, and gib headed bolt between top Os Draconis with ALC steam-pressing aero-concrete batten, is used to be connected or bent rod, fastening
Part connects, this node connected mode not only firm stable, and simple to operation.
3, in the present invention, bottom Os Draconis use the steel beam column in angle steel U-shaped cross section, the ALC steam-pressing aero-concrete bar that will tilt
The bottom of plate is embedded in the Os Draconis of bottom, prevents the sliding of ALC steam-pressing aero-concrete batten, and in the lower section of bottom Os Draconis
If collet, this makes the more stable of inclined wall.
4, in the present invention, ALC steam-pressing aero-concrete batten tilts to be connected between top Os Draconis and bottom Os Draconis, construction
Quality control is simple.Only need to pay close attention to the fastness that top Os Draconis, bottom Os Draconis are fixing, the spacing of gib headed bolt, welding quality with
And the degree of compaction of jointing.
5, build the generally common autoclave aerated concrete building block of employing by laying bricks or stones at routine inclination exterior wall secondary structure to build by laying bricks or stones, execute
Work complex procedures, needs to coordinate concrete-constituted pile, the construction of horizontal thin beam simultaneously, need to use assembling reinforcement in the face of tilting metope,
Formwork supporting plate, casting concrete way is constructed；And the ALC steam-pressing aero-concrete batten in the present invention is that batch production is prefabricated,
Can directly transport to job site, need to carry and be mounted directly, jack, electric hoist, crane etc. during installation, can be used for on-the-spot
It is low that cooperation personnel install cost of labor, and surface smoothness is good, it is not necessary to plaster and the levelling construction of brushing gypsum, it is to avoid various blocks
Build the use of mortar, motar, reinforcing bar, concrete, simplify working procedure, reduce material cost.
6, for tilting metope, the ALC steam-pressing aero-concrete batten in the present invention, can be direct because of self liner bar-mat reinforcement
Carry out tilting to install, it is not necessary to carry out strengthening construction, simplicity quick for installation, simultaneously mutually more conventional secondary structure building construction, it is to avoid
A large amount of wet constructions, reduce pollution.
Accompanying drawing explanation
Fig. 1 is the overall schematic of the ALC steam-pressing aero-concrete batten inclination curtain wall structure of the present invention.
Fig. 2 is that the ALC steam-pressing aero-concrete batten of the present invention utilizes bent rod, securing member to be connected signal with top Os Draconis
Figure.
Fig. 3 is that the ALC steam-pressing aero-concrete batten of the present invention utilizes gib headed bolt and top Os Draconis connection diagram.
Fig. 4 is the upper unit plate of the present invention and vertical I-steel Os Draconis node structure schematic diagram.
Fig. 5 is lower unit plate and the collet node structure schematic diagram of the present invention.
Fig. 6 is the gib headed bolt schematic diagram in the present invention.
Fig. 7 is the vertical I-steel Os Draconis cross sectional representation in the present invention.
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-steel Os Draconis, 8-inclined shore, 9-gib headed bolt, 10-filling
Thing, 11-expansion bolt, 12-pad, 13-groove, 14-I-steel crossbeam, 15-bent rod, 16-securing member.
Detailed description of the invention
In the present embodiment, ALC steam-pressing aero-concrete batten partition wall, as exterior wall, is installed on each floor outer.First press
According to drawing angle of inclination at superstructure 1(back timber) and understructure 2(steel structure column) position fixes galvanizing angle steel, as
The top Os Draconis 4 of ALC steam-pressing aero-concrete batten and bottom Os Draconis 5.Use connector by ALC steam-pressing aero-concrete batten
Fixedly mounting with top Os Draconis 4, bottom Os Draconis 5 respectively, connector is connected with top Os Draconis 4 angle steel full weld.Two pieces of ALC steam pressures add
Gas concrete batten stitching position increases vertical I-steel Os Draconis 7, and adjacent two ALC steam-pressing aero-concrete battens are by vertical work
Word steel joist 7 connects, it is ensured that ALC steam-pressing aero-concrete batten globality.Plate seam between, ALC steam-pressing aero-concrete batten with
Polymer mortar is used to fill between structure.It is positioned at employing triangle steelframe collet bottom the partition wall of overhead positions, it is ensured that fixation.
Specific as follows:
A kind of ALC steam-pressing aero-concrete batten tilts curtain wall structure, including keel framework and the wall being connected in keel framework
Panel 3；Described 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 and the end
Vertical I-steel Os Draconis 7 between portion's Os Draconis 5；Described top Os Draconis 4 are connected along body of wall length direction with superstructure 1；Described
Bottom Os Draconis 5 are parallel to top Os Draconis 4 and are connected with understructure 2；Described top Os Draconis 4 and bottom Os Draconis 5 are not same perpendicular
Face directly；It is connected between described bottom Os Draconis 5 and understructure 2 and has collet；Described shingle nail 3 is put together by unit plate；
Described unit plate is ALC steam-pressing aero-concrete batten, and unit plate tilts to be connected to top Os Draconis 4, bottom Os Draconis 5
And between vertical I-steel Os Draconis 7.
In the present embodiment, described bottom Os Draconis 5 are connected on understructure 2 sidewall, a side of described bottom Os Draconis 5 with
Understructure 2 is fixed, opposite side cantilever.
Certainly the most described bottom Os Draconis 5 can also be connected on understructure 2 floor face.
In the present embodiment, described superstructure 1 is reinforced concrete structure or is steel construction；Described understructure 2 is
Reinforced concrete structure or be steel construction.
In the present embodiment, described keel framework also includes the I-shaped being connected between adjacent two vertical I-steel Os Draconis 7
Gooseneck 14, described I-steel crossbeam 14 is parallel to top Os Draconis 4, between top Os Draconis 4 and bottom Os Draconis 5.
In the present embodiment, described shingle nail is put together by unit plate 31 on a group and one group of lower unit plate 32；Institute
State unit plate 31 and lower unit plate 32 is ALC steam-pressing aero-concrete batten.In the present embodiment, described upper cell board
Block 31 is connected between top Os Draconis 4, I-steel crossbeam 14 and vertical I-steel Os Draconis 7, wherein goes up the vertical of unit plate 31
Side is embedded in the vertical slot of vertical I-steel Os Draconis 7, and the base of upper unit plate 31 is embedded in I-steel crossbeam 14；
Described lower unit plate 32 tilts to be connected between bottom Os Draconis 5, I-steel crossbeam 14 and vertical I-steel Os Draconis 7, its
Middle lower unit plate 32 top margin is embedded in I-steel crossbeam 14, and the vertical side of lower unit plate 32 is embedded in vertical I-steel Os Draconis 7
Vertical slot in；
The steel beam column that described bottom Os Draconis 5 take the shape of the letter U for longitudinal section, described lower unit panel 32 base is embedded in the horizontal stroke of bottom Os Draconis 5
In groove.
Described top Os Draconis 4 are angle steel；The horizontal limb of described angle steel is connected with superstructure 1, and the perpendicular limb of angle steel is supported on list
Inside unit's plate, and the perpendicular limb of angle steel is connected by connector with upper unit plate 31.
In the present embodiment, described connector can be gib headed bolt 9；Described upper unit plate 31 near Ban Ding position,
Through-thickness has clear opening, is positioned at the end of clear opening, also has groove 13 at the lateral surface of upper unit plate 31；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 is fixed in the groove 13 of upper unit plate 31 by spiral shell mesh, is lined with pad between nut and unit plate
Sheet 12.
In the present embodiment, described connector can also be bent rod 15 and the molectron of securing member 16；Described bent rod 15
It is made up of a crosspiece, one section of perpendicular section and the oblique section that is connected between crosspiece, perpendicular section；Described upper unit plate 31 is near plate top
Position, through-thickness have tortuous through hole；
Described bent rod 15 is through in the tortuous through hole of unit plate 31, and the perpendicular section of bent rod 15 is pressed in outside the perpendicular limb of angle steel,
The crosspiece termination of bent rod 15 is fixed on unit plate 31 side by securing member 16.
In the present embodiment, described collet is also connected on the sidewall of understructure 2, and described collet includes bracket 6 and tilts
Support 8；Described bracket 6 is connected between bottom Os Draconis 5 and understructure 2；One end of described bracket 6 is fixed on understructure 2
Upper, other end torr is connected on the lower section of bottom Os Draconis 5；Described collet is the steelframe of angle steel welding, as at toilet area, needs to ensure
ALC steam-pressing aero-concrete batten lower edge distance has water ground level to be not less than 300mm,
Described inclined shore 8 is connected between bracket 6 and understructure 2, and inclined shore 8 apical support is on bracket 6, and bottom is solid
It is scheduled in understructure 2.
In other embodiments, collet 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-concrete batten tilts the construction method of curtain wall structure, as follows including step.
Step one: upper unit plate 31 and the processing of lower unit plate 32；Steam according to on-the-spot actual specification "one off" production ALC
The specification of pressing aero-concrete batten；The rule to ALC steam-pressing aero-concrete batten liner reinforcing bar are required according to different designs
Lattice and spacing are adjusted；The processing that simultaneously according to the position installed and highly carries out ALC steam-pressing aero-concrete batten, cut
Cut work；Ensure intensity and the installation quality of ALC steam-pressing aero-concrete batten.
Step 2: the secondary conveying of upper and lower unit plate；ALC steam-pressing aero-concrete batten is by factory's transport extremely construction
On-the-spot appointment place, because deadweight is low, self-strength is big, and the upper and lower unit plate installed for exterior wall can directly use small hoist
Car carries out lifting and installs, and installs for indoor partition and can directly use hydraulic car, the simple transport of jack, lifting machine to transport
Defeated lifting.Comparing traditional autoclave aerated concrete building block construction, ALC steam-pressing aero-concrete batten specification is big, installs simple,
Reduce cost of labor, improve construction effect.
Step 3: tilt 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, and bottom Os Draconis 5 is parallel to top Os Draconis 4 simultaneously and is connected with understructure 2；At top Os Draconis 4 and bottom Os Draconis 5
Between parallel interval connect vertical I-steel Os Draconis 7, and between adjacent vertical I-steel Os Draconis 7 connect I-steel crossbeam
14。
Step 4: the installation of collet；Collet is arranged on inclination be connected between bottom Os Draconis 5 and understructure 2；Collet
One end be fixed in understructure 2, collet other end torr be connected on bottom Os Draconis 5 lower section.Step 5: upper unit plate 31 with
Lower unit plate 32 is installed with fixing；ALC steam-pressing aero-concrete batten is tilted to be connected to top Os Draconis 4 and I-steel crossbeam
Between 14 and between I-steel crossbeam 14 and bottom Os Draconis 5, the top of upside batten is fixing with top Os Draconis 4 to be connected, downside
The bottom of batten is fixing with bottom Os Draconis 5 to be connected, and the dual-side of batten connects with adjacent two vertical I-steel Os Draconis 7 respectively.
Step 6: upper unit plate 31 processes with the gap of lower unit plate 32；ALC steam-pressing aero-concrete batten is installed
After completing, filling ALC steam-pressing aero-concrete batten and ALC steam-pressing aero-concrete batten by implant 10, ALC is steam pressurized
The gap existed between concrete batten and superstructure 1 and ALC steam-pressing aero-concrete batten and understructure 2.
In the present embodiment, top Os Draconis described in step 34 uses L75*6mm galvanizing angle steel, superstructure 1 to be coagulation
Soil structure, top Os Draconis 4 directly use M12*110 expansion bolt to be fixed on xoncrete structure, and expansion bolt 11 spacing 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 cross section that double angle is put together
The steel skeleton of shape；Understructure 2 is steel construction, and bottom Os Draconis 5 directly use welding manner cantilever to be welded on steel construction.Described
Bottom Os Draconis 5 are welded or are connected with bracket 6 by bolt, and the base distance ground level of bottom Os Draconis 5 is not less than 300mm.
Certainly, in other embodiments, when superstructure 1 and understructure 2 are xoncrete structure, and bottom Os Draconis 5 are direct
M12*110 expansion bolt is used to be fixed on xoncrete structure.
In other embodiments, such as steam big rooms such as toilets, steelframe collet is used to support ALC steam pressurized mixed
Solidifying soil batten, it is ensured that ALC steam-pressing aero-concrete batten 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.As steam pressurized in indoor ALC
Concrete batten, can weld keel framework in advance according to actual floor height, because ALC steam-pressing aero-concrete batten carries letter mouth
Socket connection system, therefore vertical I-steel Os Draconis 7 need to ensure self firm and institute's bearing load, greatly reduces just now
Consumption, reduces construction cost.
In the present embodiment, the collet described in step 4 includes bracket 6 and inclined shore 8；Described 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 torr is connected on the lower section of bottom Os Draconis 5；Angle
For being welded to connect between steel and bottom Os Draconis 5；Described inclined shore 8 is connected between bracket 6 and understructure 2, inclined shore 8
Apical support is on bracket 6, and bottom is fixed on understructure 2 sidewall.
In other embodiments, described bottom Os Draconis 5 and collet can also be connected on the floor face of understructure 2.
In the present embodiment, vertical I-steel Os Draconis 7 described in step 5 be cross section be I-shaped steel beam column；Adjacent two
ALC steam-pressing aero-concrete batten is connected by vertical I-steel Os Draconis 7, it is ensured that ALC steam-pressing aero-concrete batten globality.
And ALC steam-pressing aero-concrete batten maximum specification can directly carry out 6000mm long ALC steam-pressing aero-concrete batten and install.Peace
Fill fast and simple, simultaneously mutually more conventional secondary structure building construction, it is to avoid a large amount of wet constructions, reduce pollution.
The top of described ALC steam-pressing aero-concrete batten usesTop Os Draconis 4 fixed by 12 x 120mm gib headed bolts
On, because of ALC steam-pressing aero-concrete batten good integrity, self-strength is big, and every block of ALC steam-pressing aero-concrete batten is fixing only
Need to fix two gib headed bolts 9 respectively at top and bottom, gib headed bolt 9 connects with top Os Draconis 4 angle steel full weld.
In the present embodiment, the implant 10 in step 6 is polymer mortar, installs at ALC steam-pressing aero-concrete batten
After completing, between batten and batten plate, there is gap between batten and structure, scene is used uniformly across polymer mortar and fills, it is ensured that envelope
Close, closely knit.
In other embodiments, as toilet etc. has aqua region, pea gravel concreten need to be used to pour steelframe collet.
Content described in this specification embodiment is only enumerating of the way of realization to inventive concept, the protection model of invention
Enclosing and be not construed as being only limitted to the concrete form that embodiment is stated, the protection domain of invention contains those skilled in the art's root
According to inventive concept it is conceivable that equivalent technologies means.
Claims (10)
1. ALC steam-pressing aero-concrete batten tilts a curtain wall structure, including keel framework and being connected in keel framework
Shingle nail；It is characterized in that: described keel framework includes that top Os Draconis (4), bottom Os Draconis (5) and one group of parallel interval connect
Vertical I-steel Os Draconis (7) between top Os Draconis (4) and bottom Os Draconis (5)；Described top Os Draconis (4) is along body of wall length side
It is connected to superstructure (1)；Described bottom Os Draconis (5) is parallel to top Os Draconis (4) and is connected with understructure (2)；Institute
State top Os Draconis (4) and bottom Os Draconis (5) not on same vertical plane；Between described bottom Os Draconis (5) and understructure (2)
Connect and have collet；Described shingle nail is put together by unit plate；Described unit plate is ALC steam-pressing aero-concrete batten,
And unit plate tilts to be connected between top Os Draconis (4), bottom Os Draconis (5) and vertical I-steel Os Draconis (7).
A kind of ALC steam-pressing aero-concrete batten the most according to claim 1 tilts curtain wall structure, it is characterised in that: institute
State the I-steel crossbeam (14) that keel framework also includes being connected between adjacent two vertical I-steel Os Draconis (7), described I-shaped
Gooseneck (14) is parallel to top Os Draconis (4), is positioned between top Os Draconis (4) and bottom Os Draconis (5).
A kind of ALC steam-pressing aero-concrete batten the most according to claim 2 tilts curtain wall structure, it is characterised in that: institute
State shingle nail to be put together by unit plate (31) on a group and one group of lower unit plate (32)；Described upper unit plate (31) and
Lower unit plate (32) is ALC steam-pressing aero-concrete batten.
A kind of ALC steam-pressing aero-concrete batten the most according to claim 3 tilts curtain wall structure, it is characterised in that: institute
State unit plate (31) to be connected between top Os Draconis (4), I-steel crossbeam (14) and vertical I-steel Os Draconis (7), wherein
The vertical side of upper unit plate (31) is embedded in the vertical slot of vertical I-steel Os Draconis (7), the base of upper unit plate (31)
It is embedded in I-steel crossbeam (14)；
Described lower unit plate (32) tilts to be connected to bottom Os Draconis (5), I-steel crossbeam (14) and vertical I-steel Os Draconis (7)
Between, during wherein lower unit plate (32) top margin is embedded in I-steel crossbeam (14), the vertical side of lower unit plate (32) is embedded in perpendicular
In the vertical slot of I-steel Os Draconis (7)；
Described bottom Os Draconis (5) is the steel beam column that longitudinal section takes the shape of the letter U, and described lower unit panel (32) base is embedded in bottom Os Draconis
(5) in transverse groove.
A kind of ALC steam-pressing aero-concrete batten the most according to claim 1 tilts curtain wall structure, it is characterised in that: institute
Stating top Os Draconis (4) is angle steel；The horizontal limb of described angle steel is connected with superstructure (1), and the perpendicular limb of angle steel is supported on unit plate
Inner side, and the perpendicular limb of angle steel is connected by connector with upper unit plate (31).
A kind of ALC steam-pressing aero-concrete batten the most according to claim 5 tilts curtain wall structure, it is characterised in that: institute
Stating connector is gib headed bolt (9)；The close Ban Ding position of described upper unit plate (31), through-thickness have clear opening,
It is positioned at the end of clear opening, also has groove (13) at the lateral surface of upper unit plate (31)；The straight-bar of described gib headed bolt (9)
Section 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, straight bar section
Termination is fixed in the groove of upper unit plate (31) (13) by nut.
A kind of ALC steam-pressing aero-concrete batten the most according to claim 5 tilts curtain wall structure, it is characterised in that: institute
State connector and include bent rod (15) and securing member (16)；Described bent rod (15) is by a crosspiece, one section of perpendicular section and connection
Oblique section between crosspiece, perpendicular section is constituted；The close Ban Ding position of described upper unit plate (31), through-thickness have complications
Through hole；
Described bent rod (15) is through in the tortuous through hole of unit plate (31), and the perpendicular section of bent rod (15) is pressed in the perpendicular limb of angle steel
Outside, the crosspiece termination of bent rod (15) is fixed on unit plate (31) side by securing member (16).
A kind of ALC steam-pressing aero-concrete batten the most according to claim 1 tilts curtain wall structure, it is characterised in that: institute
State collet and include bracket (6) and inclined shore (8)；Described bracket (6) is connected between bottom Os Draconis (5) and understructure (2)；
One end of described bracket (6) is fixed on the lower section that understructure (2) is upper, other end torr is connected on bottom Os Draconis (5)；
Described inclined shore (8) is connected between bracket (6) and understructure (2), and inclined shore (8) apical support is at bracket
(6), on, bottom is fixed in understructure (2).
9. ALC steam-pressing aero-concrete batten as claimed in claim 3 tilts a construction method for curtain wall structure, its feature
It is, comprises the following steps that
Step one: upper unit plate (31) and the processing of lower unit plate (32)；Upper and lower according to on-the-spot actual specification "one off" production
The specification of unit plate；Require specification and the spacing of upper and lower unit plate liner reinforcing bar are adjusted according to different designs；
The processing that simultaneously according to the position installed and highly carries out upper and lower unit plate, cutting work；
Step 2: tilt the installation of curtain wall structure keel framework；By top Os Draconis (4) along body of wall length direction and superstructure
(1) connect, bottom Os Draconis (5) are parallel to top Os Draconis (4) simultaneously and are connected with understructure (2)；
Between top Os Draconis (4) with bottom Os Draconis (5), parallel interval is connected vertical I-steel Os Draconis (7), and adjacent
I-steel crossbeam (14) is connected between vertical I-steel Os Draconis (7)；
Step 3: the installation of collet；Collet is arranged on inclination be connected between bottom Os Draconis (5) and understructure (2)；
One end of collet is fixed in understructure (2), and collet other end torr is connected on the lower section of bottom Os Draconis (5)；
Step 4: upper unit plate (31) and lower unit plate (32) are installed with fixing；Tilt to connect by upper unit plate (31)
Between top Os Draconis (4) and I-steel crossbeam (14), lower unit plate (32) tilts to be connected to I-steel crossbeam (14) and the end
Between portion's Os Draconis (5)；
Step 5: upper unit plate (31) processes with the gap of lower unit plate (32)；After upper and lower unit plate installation,
Unit plate and unit plate, upper unit plate (31) and superstructure (1) and lower unit plate is filled by implant (10)
(32) gap and existed between understructure (2).
ALC steam-pressing aero-concrete batten the most according to claim 9 tilts the construction method of curtain wall structure, its feature
Being, top Os Draconis described in step 2 (4) are welded or are connected with superstructure (1) by expansion bolt (11)；The described end
Portion's Os Draconis (5) are welded or are connected with understructure (2) by bolt, and the base distance ground level of bottom Os Draconis (5) is the lowest
In 300mm.
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| CN111561078A (en) * | 2020-05-29 | 2020-08-21 | 中国十七冶集团有限公司 | Connecting system for installing ALC light partition wall on brick masonry |
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