CN207122035U - A kind of nested folded level formula aluminium sheet construction of large area - Google Patents
A kind of nested folded level formula aluminium sheet construction of large area Download PDFInfo
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- CN207122035U CN207122035U CN201720841491.1U CN201720841491U CN207122035U CN 207122035 U CN207122035 U CN 207122035U CN 201720841491 U CN201720841491 U CN 201720841491U CN 207122035 U CN207122035 U CN 207122035U
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- 229910052782 aluminium Inorganic materials 0.000 title claims abstract description 184
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 title claims abstract description 183
- 239000004411 aluminium Substances 0.000 title claims abstract description 183
- 238000010276 construction Methods 0.000 title claims abstract description 23
- 238000006243 chemical reaction Methods 0.000 claims abstract description 40
- 239000000725 suspension Substances 0.000 claims abstract description 17
- 208000005168 Intussusception Diseases 0.000 claims abstract description 8
- 238000005452 bending Methods 0.000 claims description 15
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 15
- 238000003466 welding Methods 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 5
- 238000012423 maintenance Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000005034 decoration Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical compound [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 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
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 238000007873 sieving Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Abstract
A kind of nested folded level formula aluminium sheet construction of large area and its construction method, the construction includes building structure layer, keel shoe and furred ceiling, keel shoe includes suspension rod keel and crossbeam keel, furred ceiling includes the conversion layer sets of brackets on top of the columns aluminium sheet and index bed sets of brackets on top of the columns aluminium sheet that layering intussusception is fixedly connected with a series of groove profile sets of brackets on top of the columns aluminium sheet crossbeam keel, crossbeam clasp joint part is fixedly connected with by the first connector along the length direction interval of crossbeam keel, two ledge plates of conversion layer sets of brackets on top of the columns aluminium sheet are articulated on two adjacent crossbeam clasp joint parts respectively, two aluminium sheet clasp joint parts are fixedly connected with by the second connector respectively on two adjacent conversion layer sets of brackets on top of the columns aluminium sheets, two ledge plates of index bed sets of brackets on top of the columns aluminium sheet are articulated on two adjacent aluminium sheet clasp joint parts respectively.This method includes the steps such as live unwrapping wire positioning, Deepen Design, keel shoe welding, installation conversion layer sets of brackets on top of the columns aluminium sheet and installation index bed sets of brackets on top of the columns aluminium sheet.The utility model is ingenious in design, simplifies construction procedure, improves installation accuracy, has saved cost.
Description
Technical field
The invention belongs to aluminium section bar interior decoration field, more particularly to a kind of nested folded level formula aluminium sheet construction.
Background technology
Sets of brackets on top of the columns is a kind of symbol of traditional Chinese culture lines, and sets of brackets on top of the columns combination aluminium section bar, which forms sets of brackets on top of the columns aluminium sheet, then turns into interior
The emerging product of decorations industry.Processing of this developed area more than the large area multilayer aluminium sheet of 1000 square meters, which is installed, to be made
A large amount of manpower and materials are generally expended, such as existing aluminium section bar mounting means more falls behind, generally with the shape of large area steelframe
Formula carries out the installation of basic unit and making, designs back steelframe, has the following disadvantages：
First, steelframe arrangement form in back is intricate, it is necessary to carry out multiple welding.
2nd, the fixation of levels aluminium sheet is fixed using steelframe and rivet, and connected mode is cumbersome, and dimensional accuracy is not high, installation
Error is larger, and fixed form aging, rivet is exposed to make aesthetic property have a greatly reduced quality；Aluminium sheet level is complex, the handing-over of multilayer aluminium sheet
It is obvious to locate gap, increases the maintenance load in later stage；
3rd, the moulding of aluminium sheet sets of brackets on top of the columns is complicated, needs during installation to be carried out unwrapping wire positioning using artificial and improved installation accuracy.
The content of the invention
It is an object of the invention to provide a kind of nested folded level formula aluminium sheet construction of large area, to solve adding for existing multilayer aluminium sheet
Work installation needs to expend a large amount of manpower and materials, and installation arrangement mode is intricate, precision is not high, aesthetic property is not high, the increase later stage
The technical problem of maintenance load.
To achieve the above object, the present invention adopts the following technical scheme that：
A kind of nested folded level formula aluminium sheet construction of large area, including building structure layer above furred ceiling, it is fixedly connected on furred ceiling
Keel shoe and the furred ceiling being fixedly connected on keel shoe between building structure layer, it is characterised in that：The keel shoe includes
The crossbeam dragon for connection suspension rod keel bottoms of being embarked on journey along the spaced suspension rod keel of building depth direction and along building standard width of a room in an old-style house direction
Bone,
The furred ceiling includes a series of groove profile sets of brackets on top of the columns aluminium sheets of opening up layering intussusception, and the absolute altitude edge of sets of brackets on top of the columns aluminium sheet is built
Build depth direction is gradually reduced by layer from outside to inside,
Each sets of brackets on top of the columns aluminium sheet includes bottom plate and two ledge plates；Layering intussusception is fixedly connected with the crossbeam keel
At least two sets of brackets on top of the columns aluminium sheets, including one layer of conversion layer sets of brackets on top of the columns aluminium sheet and at least one layer of index bed sets of brackets on top of the columns aluminium sheet, the conversion layer bucket
Arch aluminium sheet is located at the upside of index bed sets of brackets on top of the columns aluminium sheet；
The crossbeam keel are vertical with sets of brackets on top of the columns aluminium sheet, fixed along the length direction interval of crossbeam keel by the first connector
Crossbeam clasp joint part is connected with, two ledge plates of conversion layer sets of brackets on top of the columns aluminium sheet are articulated on two adjacent crossbeam clasp joint parts respectively,
Two aluminium sheet clasp joint parts, the standard are fixedly connected with by the second connector respectively on two adjacent conversion layer sets of brackets on top of the columns aluminium sheets
Two ledge plates of layer sets of brackets on top of the columns aluminium sheet are articulated on two adjacent aluminium sheet clasp joint parts respectively.
The conversion layer keel shoe is the double-layer rack body being composed of a fixed connection by upper strata support body and lower floor's support body, the upper strata
Support body include along building depth direction equidistant intervals be hanging connected in building structure layer bottom vertical keel and along building standard width of a room in an old-style house side
To the horizontal keel that will be connected as one between vertical keel bottom, lower floor's support body includes being fixedly connected on upper strata support body bottom
The suspension rod keel in portion and the crossbeam keel being connected with suspension rod keel.
The crossbeam clasp joint part includes the horizontal connecting plate being fixedly connected by the first connector with the bottom of crossbeam keel,
One end bending also including horizontal connecting plate forms, the opening up first hook, with the curved of two first adjacent hook of layer
Folding direction is oppositely arranged.
Two ledge plates difference outward bending of the conversion layer sets of brackets on top of the columns aluminium sheet, formed and two first adjacent hook phases
Adapt to, downward opening two second hooks, described second is articulated on the first hook.
The aluminium sheet clasp joint part includes erecting by what the second connector was fixedly connected with the ledge plate of conversion layer sets of brackets on top of the columns aluminium sheet
One end bending to connecting plate, in addition to vertical connecting plate is linked up with into the opening up the 3rd, two the 3rd adjacent with layer
The overbending direction of hook is oppositely arranged.
Two ledge plates of the index bed sets of brackets on top of the columns aluminium sheet bend, form two threeth extensions adjacent with same layer respectively inwards
Hook is adapted, downward opening two the 4th hooks, and the described 4th is articulated on the 3rd hook.
The connected mode of neighbouring two layers of index bed sets of brackets on top of the columns aluminium sheet and conversion layer sets of brackets on top of the columns aluminium sheet and index bed sets of brackets on top of the columns aluminium
The connected mode of plate is identical,
The index bed sets of brackets on top of the columns aluminium sheet on upper strata is fixedly connected with aluminium sheet clasp joint part, the index bed bucket of lower floor by the second connector
Two ledge plates of arch aluminium sheet are articulated on the two neighboring aluminium sheet clasp joint part on upper strata respectively.
Two aluminium sheet clasp joint parts for mounting same index bed sets of brackets on top of the columns aluminium sheet are bent and formed respectively by two blocks of single aluminium sheets,
Or formed by the clasp joint aluminium sheet bending of a groove profile, the clasp joint aluminium sheet includes clasp joint bottom plate and clasp joint ledge
Plate, the both ends of the clasp joint bottom plate stretch out clasp joint ledge plate and are bent into the 3rd hook simultaneously, and the clasp joint ledge plate passes through second
Connector is connected with other components.
First connector is stainless steel screw, and second connector is dovetail screw.
Compared with prior art the invention has the characteristics that and beneficial effect：
The folded level formula aluminium sheet tectonic sieving of the nesting of the present invention is ingenious, innovatively sets of brackets on top of the columns aluminium sheet is customized using groove profile, by sets of brackets on top of the columns
Aluminium sheet is divided into conversion layer sets of brackets on top of the columns aluminium sheet and index bed sets of brackets on top of the columns aluminium sheet, and carries out clasp joint connection, conversion layer by different clasp joint parts
On sets of brackets on top of the columns aluminium sheet horizontal sliding to crossbeam clasp joint part, in index bed sets of brackets on top of the columns aluminium sheet horizontal sliding to aluminium sheet clasp joint part, from absolute altitude from high to low
Sets of brackets on top of the columns aluminium sheet is installed, without making the back steelframe of multiple welding, simplifies construction procedure.
Upper lower aluminum sheet is fixed using clasp joint, strengthens aesthetic property without exposed rivet, and connected mode simply simplifies working procedure,
Improve the installation effectiveness and installation cost of aluminium sheet sets of brackets on top of the columns, the connected mode of the folded level of nesting makes connection between multilayer aluminium sheet more
Firmly, multilayer aluminium sheet junction is seamless, reduces the maintenance load in later stage, and durability is strong, greatly improves security.
The construction method of the present invention uses the data that BIM is obtained, and the specific processing dimension of aluminium sheet is drawn, using galvanizing angle steel
The welding of keel is carried out, is consistent with the position of nested aluminium sheet and carries out load calculating, while unwrapping wire positioning is carried out to aluminium sheet, it is deep
The arrangement mode of steelframe is changed, has improved processing installation accuracy, made the increase of its aesthetic property, having saved cost, to have its installation effectiveness aobvious
Write and improve.
Brief description of the drawings
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the present invention looks up structural representation that the present invention constructs.
Fig. 2 is a kind of structural representation that sets of brackets on top of the columns aluminium sheet is nested in embodiment.
Fig. 3 is the partial enlarged drawing that aluminium sheet clasp joint part is single aluminium sheet in Fig. 2.
Fig. 4 is the partial enlarged drawing that aluminium sheet clasp joint part is clasp joint aluminium sheet in Fig. 2.
Fig. 5 is Fig. 4 dimensional structure diagram.
Fig. 6 is the structural representation that A-A sections suspension rod keel are arranged in Fig. 1 in other embodiments.
Fig. 7 is the structural representation that B-B sections suspension rod keel are arranged in Fig. 1 in other embodiments.
Reference：1- building structure layer, 2- suspension rods keel, 3- crossbeams keel, 4- conversion layer sets of brackets on top of the columns aluminium sheet, 41-
Second hook, 5- index bed sets of brackets on top of the columns aluminium sheet, the hooks of 51- the 4th, the connectors of 6- first, 7- crossbeam clasp joints part, 71- are horizontal
Connecting plate, 72- first is linked up with, the connectors of 8- second, 9- aluminium sheet clasp joints part, the vertical connecting plates of 91-, 92- the 3rd are linked up with,
The mono- aluminium sheets of 9a-, 9b- clasp joints bottom plate, 9c- clasp joint ledges plate, 10- vertical keels, 11- horizontal keels.
Embodiment
Embodiment is referring to shown in Fig. 1-7, and a kind of nested folded level formula aluminium sheet of large area constructs, including the building knot above furred ceiling
Structure layer 1, it is fixedly connected on keel shoe and the furred ceiling being fixedly connected on keel shoe between furred ceiling and building structure layer.
The conversion layer keel shoe is the double-layer rack body being composed of a fixed connection by upper strata support body and lower floor's support body, the upper strata
Support body include along building depth direction equidistant intervals be hanging connected in building structure layer bottom vertical keel 10 and along building the standard width of a room in an old-style house
The horizontal keel 11 that direction will connect as one between the bottom of vertical keel 10, lower floor's support body are included along building depth direction
Spaced suspension rod keel 2 and the crossbeam keel 3 for the bottom of connection suspension rod keel 2 of being embarked on journey along building standard width of a room in an old-style house direction.
The furred ceiling includes a series of groove profile sets of brackets on top of the columns aluminium sheets of opening up layering intussusception, and the absolute altitude edge of sets of brackets on top of the columns aluminium sheet is built
Build depth direction is gradually reduced by layer from outside to inside.
Each sets of brackets on top of the columns aluminium sheet includes bottom plate and two ledge plates；Layering intussusception is fixedly connected with the crossbeam keel
At least two sets of brackets on top of the columns aluminium sheets, including one layer of conversion layer sets of brackets on top of the columns aluminium sheet 4 and at least one layer of index bed sets of brackets on top of the columns aluminium sheet 5, the conversion layer
Sets of brackets on top of the columns aluminium sheet 4 is located at the upside of index bed sets of brackets on top of the columns aluminium sheet 5.It is six layers of sets of brackets on top of the columns aluminium sheet in the present embodiment, including twice crossbeam keel
3, one layer of conversion layer sets of brackets on top of the columns aluminium sheet 4 and three layers of index bed sets of brackets on top of the columns aluminium sheet 5, second crossbeam are connected with first of crossbeam keel 3
One layer of conversion layer sets of brackets on top of the columns aluminium sheet 4 and one layer of index bed sets of brackets on top of the columns aluminium sheet 5 are connected with keel 3.
The crossbeam keel 3 are vertical with sets of brackets on top of the columns aluminium sheet, pass through the first connector 6 along the length direction interval of crossbeam keel 3
Crossbeam clasp joint part 7 is fixedly connected with, two ledge plates of conversion layer sets of brackets on top of the columns aluminium sheet 4 are articulated in two adjacent crossbeam clasp joints respectively
On part 7, two aluminium sheet clasp joint parts are fixedly connected with by the second connector 8 respectively on adjacent two conversion layer sets of brackets on top of the columns aluminium sheets 4
9, two ledge plates of the index bed sets of brackets on top of the columns aluminium sheet 5 are articulated on two adjacent aluminium sheet clasp joint parts 9 respectively.
The crossbeam clasp joint part 7 includes the horizontal connection being fixedly connected by the first connector 6 with the bottom of crossbeam keel 3
Plate 71, in addition to one end bending of horizontal connecting plate 71 forms, the opening up first hook 72, two first adjacent with layer
The overbending direction of hook 72 is oppositely arranged.
Two ledge plates difference outward bending of the conversion layer sets of brackets on top of the columns aluminium sheet 4, formed and two first adjacent hooks
72 are adapted, downward opening two second hooks 41, and second hook 41 is articulated on the first hook 72.
The aluminium sheet clasp joint part 9 includes what is be fixedly connected by the second connector 8 with the ledge plate of conversion layer sets of brackets on top of the columns aluminium sheet 4
Vertical connecting plate 91, in addition to one end bending of vertical connecting plate 91 form the 3rd opening up hook 92, adjacent with layer
The overbending direction of two the 3rd hooks 92 is oppositely arranged.
Two ledge plates of the index bed sets of brackets on top of the columns aluminium sheet 5 bend, form two threeth adjacent with same layer respectively inwards
Hook 92 is adapted, downward opening two the 4th hooks 51, and the 4th hook 51 is articulated on the 3rd hook 92.
The connected mode of neighbouring two layers of index bed sets of brackets on top of the columns aluminium sheet 5 and conversion layer sets of brackets on top of the columns aluminium sheet 4 and index bed sets of brackets on top of the columns
The connected mode of aluminium sheet 5 is identical, and the index bed sets of brackets on top of the columns aluminium sheet 5 on upper strata is fixedly connected with aluminium sheet clasp joint part by the second connector 8
9, two ledge plates of the index bed sets of brackets on top of the columns aluminium sheet 5 of lower floor are articulated on the two neighboring aluminium sheet clasp joint part 9 on upper strata respectively.
It is shown in Figure 3, two aluminium sheet clasp joint parts 9 of same index bed sets of brackets on top of the columns aluminium sheet 5 are mounted by two pieces of single aluminium sheet 9a
Bending forms respectively；Or formed in other embodiments referring to shown in Fig. 4-5 by the clasp joint aluminium sheet bending of a groove profile, institute
It is same to state both ends stretching clasp joint ledge plate 9c of the clasp joint aluminium sheet including clasp joint bottom plate 9b and clasp joint ledge plate 9c, the clasp joint bottom plate 9b
When be bent into the 3rd hook 92, the clasp joint ledge plate 9c is connected by the second connector 8 with other components.
First connector 6 described in the present embodiment is stainless steel screw, and second connector 8 is dovetail screw.
Involved hook is the hook for bending right angle twice in the present embodiment.
In other embodiments referring to shown in Fig. 6-7, in order to ensure the stability of structure, sets of brackets on top of the columns can also be arranged in encryption
The top of aluminium sheet is fixedly connected with suspension rod keel 2.Such as suspension rod keel 2 can be fixedly connected with every layer of sets of brackets on top of the columns aluminium sheet, now own
Sets of brackets on top of the columns aluminium sheet be conversion layer sets of brackets on top of the columns aluminium sheet 4.
The construction method of the nested folded level formula aluminium sheet construction of this large area, construction procedure are as follows：
Step 1, scene precisely unwrapping wire positioning：Furred ceiling whole structure model is drawn first in Revit softwares, determines work
Journey datum mark, minimum point is extanded rearward to from the peak of furred ceiling from outside to inside along building depth direction, to determine setting for furred ceiling
Count size；Then furred ceiling highs and lows are gone out using total station survey at the scene and highs and lows arrives build respectively
The size of building structure layer, the position of every block of sets of brackets on top of the columns aluminium sheet is positioned according to the design size of furred ceiling；
Step 2, the processing of Deepen Design material：The fixed form for determining sets of brackets on top of the columns aluminium sheet is the clasp joint by clasp joint part, to figure
Paper Deepen Design and the typesetting determination for carrying out sets of brackets on top of the columns aluminium sheet, after then drawing concrete numerical value in Revit softwares, draw out component
Processing dimension figure, the processing of sets of brackets on top of the columns aluminium sheet, crossbeam clasp joint part and aluminium sheet clasp joint part is then carried out in factory；
Step 3, the welding of keel shoe：Using the position data of every block of sets of brackets on top of the columns aluminium sheet in step 1, according to sets of brackets on top of the columns aluminium sheet
Intussusception moulding determines the keel rack position of furred ceiling peak, is then welded successively to the keel shoe of minimum point, upper-lower height drop
For 350mm, the arranged for interval distance of suspension rod keel 2 must not exceed 1500mm, be set up at more than 1500mm together to reach rule
Model requirement；
Then welding assembly keel shoe, welding position need the brushing antirust paint at weld bond, finally by keel shoe and building
Structure sheaf is fixedly connected；
Step 4, crossbeam clasp joint part is installed：Using the first connector 6 by crossbeam clasp joint part 7 and the company of fixation of crossbeam keel 3
Connect, the width of the mounting distance and conversion layer sets of brackets on top of the columns aluminium sheet 4 of two neighboring crossbeam clasp joint part 7 is adapted, using level during installation
Span wire system controls it to install accuracy；
Step 5, conversion layer sets of brackets on top of the columns aluminium sheet is installed：By conversion layer sets of brackets on top of the columns aluminium sheet 4 between two neighboring crossbeam clasp joint part 7
Push-in, now the two of conversion layer sets of brackets on top of the columns aluminium sheet 4 ledge plate is articulated on two adjacent crossbeam clasp joint parts 7 respectively；
Step 6, aluminium sheet clasp joint part is installed：Pass through on ledge plate between laterally adjacent two conversion layer sets of brackets on top of the columns aluminium sheet 4
Second connector 8 is fixedly connected with aluminium sheet clasp joint part 9, mounting distance and the index bed sets of brackets on top of the columns aluminium sheet 5 of two neighboring aluminium sheet clasp joint part 9
Width be adapted, control its that accuracy is installed using horizontal guy mode during installation；
Step 7, index bed sets of brackets on top of the columns aluminium sheet is installed：Index bed bucket is installed below the middle part of two conversion layer sets of brackets on top of the columns aluminium sheets 4
Encircle aluminium sheet 5；Index bed sets of brackets on top of the columns aluminium sheet 5 is pushed between two neighboring aluminium sheet clasp joint part 9, now index bed sets of brackets on top of the columns aluminium sheet 5
Two ledge plates are articulated on two adjacent aluminium sheet clasp joint parts 9 respectively；If also need to that next layer of index bed sets of brackets on top of the columns aluminium sheet is installed
5, repeat step six and step 7.
Claims (9)
1. a kind of nested folded level formula aluminium sheet construction of large area, including the building structure layer above furred ceiling（1）, be fixedly connected on furred ceiling
Keel shoe and the furred ceiling being fixedly connected on keel shoe between building structure layer, it is characterised in that：The keel shoe includes
Along the building spaced suspension rod keel of depth direction（2）Suspension rod keel are connected with being embarked on journey along building standard width of a room in an old-style house direction（2）Bottom
Crossbeam keel（3）,
The furred ceiling includes a series of groove profile sets of brackets on top of the columns aluminium sheets of opening up layering intussusception, the absolute altitude of sets of brackets on top of the columns aluminium sheet along build into
Deep direction is gradually reduced by layer from outside to inside,
Each sets of brackets on top of the columns aluminium sheet includes bottom plate and two ledge plates；Layering intussusception is fixedly connected with the crossbeam keel at least
Two kinds of sets of brackets on top of the columns aluminium sheets, including one layer of conversion layer sets of brackets on top of the columns aluminium sheet（4）With at least one layer of index bed sets of brackets on top of the columns aluminium sheet（5）, the conversion layer
Sets of brackets on top of the columns aluminium sheet（4）Positioned at index bed sets of brackets on top of the columns aluminium sheet（5）Upside；
The crossbeam keel（3）It is vertical with sets of brackets on top of the columns aluminium sheet, along crossbeam keel（3）Length direction interval pass through the first connector
（6）It is fixedly connected with crossbeam clasp joint part（7）, conversion layer sets of brackets on top of the columns aluminium sheet（4）Two ledge plates be articulated in adjacent two respectively
Crossbeam clasp joint part（7）On, adjacent two conversion layer sets of brackets on top of the columns aluminium sheets（4）It is upper to pass through the second connector respectively（8）It is fixedly connected with
Two aluminium sheet clasp joint parts（9）, the index bed sets of brackets on top of the columns aluminium sheet（5）Two ledge plates be articulated in two adjacent aluminium sheets respectively
Clasp joint part（9）On.
2. the nested folded level formula aluminium sheet construction of large area according to claim 1, it is characterised in that：The conversion layer keel shoe
It is the double-layer rack body being composed of a fixed connection by upper strata support body and lower floor's support body, the upper strata support body is included along building depth direction etc.
Distance interval is hanging connected in the vertical keel of building structure layer bottom（10）Standard width of a room in an old-style house direction is built by vertical keel with edge（10）Bottom
Between the horizontal keel that connects as one（11）, suspension rod keel of the lower floor's support body including being fixedly connected on upper strata support body bottom
（2）The crossbeam keel being connected with suspension rod keel（3）.
3. the nested folded level formula aluminium sheet construction of large area according to claim 1, it is characterised in that：The crossbeam clasp joint part
（7）Including passing through the first connector（6）With crossbeam keel（3）The horizontal connecting plate that is fixedly connected of bottom（71）, in addition to water
Flushconnection plate（71）One end bending form, opening up first hook（72）, adjacent with layer two first hooks（72）
Overbending direction be oppositely arranged.
4. the nested folded level formula aluminium sheet construction of large area according to claim 3, it is characterised in that：The conversion layer sets of brackets on top of the columns aluminium
Plate（4）The outward bending of two ledge plates difference, formed and adjacent two first hooks（72）Be adapted, downward opening two
Individual second hook（41）, second hook（41）It is articulated in the first hook（72）On.
5. the nested folded level formula aluminium sheet construction of large area according to claim 1, it is characterised in that：The aluminium sheet clasp joint part
（9）Including passing through the second connector（8）With conversion layer sets of brackets on top of the columns aluminium sheet（4）The vertical connecting plate that is fixedly connected of ledge plate（91）,
Also include vertical connecting plate（91）One end bending into opening up 3rd hook（92）, adjacent with layer two the 3rd extensions
Hook（92）Overbending direction be oppositely arranged.
6. the nested folded level formula aluminium sheet construction of large area according to claim 5, it is characterised in that：The index bed sets of brackets on top of the columns aluminium
Plate（5）Two ledge plates bend respectively inwards, form adjacent with same layer two the 3rd hooks（92）It is adapted, is opening down
Two the 4th hook（51）, the 4th hook（51）It is articulated in the 3rd hook（92）On.
7. the nested folded level formula aluminium sheet construction of large area according to claim 5 or 6, it is characterised in that：Neighbouring two layers
Index bed sets of brackets on top of the columns aluminium sheet（5）Connected mode and conversion layer sets of brackets on top of the columns aluminium sheet（4）With index bed sets of brackets on top of the columns aluminium sheet（5）Connected mode
It is identical,
The index bed sets of brackets on top of the columns aluminium sheet on upper strata（5）Pass through the second connector（8）It is fixedly connected with aluminium sheet clasp joint part（9）, the mark of lower floor
Quasi- layer sets of brackets on top of the columns aluminium sheet（5）Two ledge plates be articulated in the two neighboring aluminium sheet clasp joint part on upper strata respectively（9）On.
8. the nested folded level formula aluminium sheet construction of large area according to claim 1-6 any one, it is characterised in that：Mounting is same
One index bed sets of brackets on top of the columns aluminium sheet（5）Two aluminium sheet clasp joint parts（9）By two blocks of single aluminium sheets（9a）Bending forms respectively,
Or formed by the clasp joint aluminium sheet bending of a groove profile, the clasp joint aluminium sheet includes clasp joint bottom plate（9b）With clasp joint ledge plate
（9c）, the clasp joint bottom plate（9b）Both ends stretch out clasp joint ledge plate（9c）The 3rd hook is bent into simultaneously（92）, the clasp joint
Ledge plate（9c）Pass through the second connector（8）It is connected with other components.
9. the nested folded level formula aluminium sheet construction of large area according to claim 1-6 any one, it is characterised in that：Described
A connection piece（6）For stainless steel screw, second connector（8）For dovetail screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720841491.1U CN207122035U (en) | 2017-07-12 | 2017-07-12 | A kind of nested folded level formula aluminium sheet construction of large area |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720841491.1U CN207122035U (en) | 2017-07-12 | 2017-07-12 | A kind of nested folded level formula aluminium sheet construction of large area |
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| CN207122035U true CN207122035U (en) | 2018-03-20 |
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|---|---|---|---|
| CN201720841491.1U Expired - Fee Related CN207122035U (en) | 2017-07-12 | 2017-07-12 | A kind of nested folded level formula aluminium sheet construction of large area |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268862A (en) * | 2017-07-12 | 2017-10-20 | 北京城建深港建筑装饰工程有限公司 | A kind of folded level formula aluminium sheet construction of large area nesting and its construction method |
| CN109505374A (en) * | 2018-12-24 | 2019-03-22 | 庄金标 | A kind of sunk panel structure and its construction method that stability is high |
-
2017
- 2017-07-12 CN CN201720841491.1U patent/CN207122035U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268862A (en) * | 2017-07-12 | 2017-10-20 | 北京城建深港建筑装饰工程有限公司 | A kind of folded level formula aluminium sheet construction of large area nesting and its construction method |
| CN109505374A (en) * | 2018-12-24 | 2019-03-22 | 庄金标 | A kind of sunk panel structure and its construction method that stability is high |
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