CN209011443U - Regular concrete wafts board and aluminum plate combination's cornice structure - Google Patents
Regular concrete wafts board and aluminum plate combination's cornice structure Download PDFInfo
- Publication number
- CN209011443U CN209011443U CN201821401854.0U CN201821401854U CN209011443U CN 209011443 U CN209011443 U CN 209011443U CN 201821401854 U CN201821401854 U CN 201821401854U CN 209011443 U CN209011443 U CN 209011443U
- Authority
- CN
- China
- Prior art keywords
- plate
- cornice
- aluminum
- pinch
- bar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 title claims abstract description 32
- 229910052782 aluminium Inorganic materials 0.000 title claims abstract description 32
- 239000011371 regular concrete Substances 0.000 title claims abstract description 13
- 230000008093 supporting effect Effects 0.000 claims abstract description 67
- 239000004567 concrete Substances 0.000 claims abstract description 50
- 238000000465 moulding Methods 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 34
- 239000010959 steel Substances 0.000 claims description 34
- 239000004411 aluminium Substances 0.000 claims description 25
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 description 20
- 230000000694 effects Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 229910000838 Al alloy Inorganic materials 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A regular concrete waferboard and aluminum plate combined cornice structure comprises a waferboard cornice and a non-waferboard cornice, the waferboard cornice structure comprises a concrete waferboard integrally cast with a main body structure, embedded components embedded in the concrete waferboard at uniform intervals, main keel supporting components arranged at uniform intervals and aluminum pinch plates paved on the outer sides of the main keel supporting components, and a plurality of aluminum pinch plates are spliced on the outer sides of the main keel supporting components to form the waferboard cornice; the non-floating plate cornice comprises a first embedded component embedded in the main body structure at uniform intervals, a first main keel supporting component arranged at uniform intervals and an aluminum pinch plate paved on the outer side of the first main keel supporting component; the aluminum buckle plate of the floating plate cornice and the aluminum buckle plate of the non-floating plate cornice are buckled on the peripheries of the embedded component I and the embedded component and are connected into a wave-shaped cornice structure. The utility model provides an even rule of concrete waft board width, according to the thickness of the molding needs adjustment pre-buried subassembly of cornice and pre-buried subassembly, and then the upper and lower radian of adjustment cornice.
Description
Technical field
A kind of the utility model belongs to cornice construction field more particularly to regular concrete floats cornice of the plate in conjunction with aluminium sheet
Structure.
Background technique
Currently, many commercial square (apartment) high building flare plates are in cornice moulding, and overhanging width is larger, and maximum reaches
1.8m, generally most of to be designed as monolithic reinforced concrete structure, construction has the following problems: due to the node radian of flare plate
It is different layer by layer, it has difficulties to the framed bent of external scaffolding, interior row's upright bar not can guarantee≤250mm, since flare plate node is in wave
Shape wave effect, is formed using monolithic reinforced concrete structure, and template Forming Quality is difficult to reach arc line type effect, and due to flare
Plate node radian is different, and high building index bed causes difficulty using aluminum alloy mould plate, it is difficult to deepen as an entirety, due to flare plate
Overhang width maximum and reach 1.8m, the stability of the node template support system is impacted, in addition, subsequent small proprietor is not using
When load is overweight to will affect structure safety.
Utility model content
It floats cornice structure of the plate with aluminium sheet in conjunction with the purpose of the utility model is to provide a kind of regular concrete, to solve to show
There is technology flare plate overhanging width wide, overhanging form bracing system integrally overhangs the big technical problem of difficulty；And it solves existing
Technology form Forming Quality is difficult to the problem of reaching arc line type effect.
To achieve the above objectives, the present invention adopts the following technical solutions:
A kind of rule concrete floats cornice structure of the plate with aluminium sheet ining conjunction with, it is characterised in that: the cornice are winged including the plate that floats
Eaves and the non-plate cornice that float,
The plate cornice structure of floaing includes that float with the molding concrete of main structure formed by integrally casting plate, uniform intervals are embedded in
Concrete floats the fastener inserts of plate, the main joist support component of uniform intervals setting and paving on the outside of main joist support component
Aluminum-pinch, main joist support component one end fastener inserts, the other end and the setting that extends outwardly, several pieces of aluminum-pinch splicings exist
The plate cornice that float are formed on the outside of main joist support component；
The non-plate cornice that float include that the fastener inserts one that are embedded in main structure of uniform intervals, uniform intervals are arranged
The aluminum-pinch of main joist support component one and paving in one outside of main joist support component, described one one end of main joist support component
Fixed with fastener inserts one, the other end and the setting that extends outwardly, several pieces of aluminum-pinch splice one outside shape of main joist support component
Cheng Fei floats plate cornice；
The main joist support component of the plate cornice that float and the main joist support component one of the non-plate cornice that float pass through connection branch
The thickness of support connection, the fastener inserts and fastener inserts one uniformly rises or falls, the aluminum-pinch for the plate cornice that float and the non-plate that floats
The aluminum-pinch of cornice be located in fastener inserts one and fastener inserts periphery, be connected as one to form wavy cornice structure.
It is further preferred that the fastener inserts include being embedded in concrete to float plate close to the pre-buried of the end of main structure
Board group is closed, and embedded board combination includes upper and lower two pieces and floats the extended horizontal embedded board of plate along concrete, and two pieces of levels are pre-
Vertical supporting is equipped between buried plate, the fastener inserts further include being set to concrete to float plate far from the vertical pre- of main structure end
Buried plate, vertical one plate face of embedded board is exposed, and another plate face is embedded in concrete and floats in plate, is embedded in concrete and floats in plate
Horizontal pre-buried bar is vertically equipped in plate face.
Further, the embedded component one includes horizontal pre-buried bar one and the vertical embedded board being embedded in main structure
One, plate face is embedded in main structure the vertical embedded board one by one, and another plate face is exposed.
Further, the main joist support component one includes upper level bar one, lower horizontal bar two, vertical supporting bar
With oblique reinforcing rod, the oblique reinforcing rod is fixed with upper level bar one and lower horizontal bar two simultaneously, the vertical supporting
Bar bottom and lower horizontal bar two are fixed, and the upper level bar one is fixed between vertical supporting bar and vertical embedded board one.
Further, the main joist support component includes vertical supporting component and horizontal support members, the vertical branch
Support component includes four vertical supportings being horizontally arranged at interval, and four vertical supportings are respectively vertical supporting one, erect from inside to outside
To support two, vertical supporting three and vertical supporting four, the vertical supporting one includes two and is separately fixed at concrete and floats plate top
Lower upright bar on upper pright stanchion and fixed bottom on face, the horizontal support members include that upper level bar, middle part are horizontally-supported
Bar and lower horizontal bar, the upper level bar is fixed with upper pright stanchion, vertical supporting two and three upper end of vertical supporting simultaneously, described
Middle part horizontal support bar is set between vertical supporting three and vertical supporting four, the lower horizontal bar simultaneously with lower upright bar, vertical
Support two, vertical supporting three and four lower end of vertical supporting are fixed.
Further, the aluminum-pinch includes top aluminum-pinch, end aluminum-pinch and lower part aluminum-pinch, the top aluminium button
Plate is laid on one top of fastener inserts or fastener inserts, and left and right ends are equipped with the vertical flanging bent downward, top aluminum-pinch
Be equipped with to longitudinal ditch of lower recess, the longitudinal direction ditch be embedded in fastener inserts or the water pipe of fastener inserts one connects
It is logical；The end aluminum-pinch is fixed on the end of fastener inserts or fastener inserts one far from main structure, the end aluminum-pinch
Upper and lower ends are respectively equipped with the flanging downwardly and upwardly bent, and the lower part aluminum-pinch is laid on fastener inserts or fastener inserts one
Lower section, lower part aluminum-pinch left and right ends, which are respectively equipped with, the flanging being folded upward at and bends downward L shape flanging.
Further, the connection support includes being used to support longitudinal water on upper level bar or upper level bar one
The angle steel one and angle steel two of ditch, further include be used to support set on vertical supporting four or vertical supporting bar upper surface top aluminum-pinch and
The angle steel three of the connecting node of end aluminum-pinch and end aluminium button is used to support on lower horizontal bar or lower horizontal bar two
The angle steel four of plate and lower part aluminum-pinch connecting node further includes being set to upper level bar or upper level bar one towards main structure
End angle steel five, wherein five flange plate of angle steel on upper level bar one is fixed with main structure, another flange plate with set
It is fixed in the vertical bar on upper level bar one.
In addition, flanging is bolted with corner brace one on the right side of the top aluminum-pinch, left side flanging and corner brace two are fixed,
End aluminum-pinch top flanging and corner brace three are fixed, and lower part flanging and corner brace four are fixed, the left side of the lower part aluminum-pinch
Flanging and corner brace five are fixed, and right side flanging and corner brace six are fixed, and one notch of corner brace is arranged towards main structure, horizontal sides
End is supported on the body construction, and the bottom surface of horizontal sides and angle steel five are fixed, and the corner brace three is opposite with two notch of corner brace, horizontal
It is fixed by bolt and angle steel three after the overlapping of side；The corner brace five is opposite with four notch of corner brace, passes through bolt after horizontal sides overlapping
It is fixed with angle steel four；Six notch of corner brace is arranged backwards to main structure, and the horizontal sides of L shape flanging and the horizontal sides of corner brace six are logical
It crosses bolt to fix, the vertical edge of the corner brace six is bolted with main structure.
The wide 500mm of plate it is further preferred that the concrete floats.
A kind of rule concrete floats the construction method of cornice structure of the plate in conjunction with aluminium sheet, which is characterized in that including following
Step:
The plate Step 1: construction concrete floats: construction main structure first, the pre-buried fastener inserts in main structure, with master
Body structural integrity, which pours, to be formed concrete and floats plate, and is floatd pre-buried fastener inserts one in plate in concrete；
Step 2: construction main joist support: construct main joist support component and master in fastener inserts and fastener inserts one
Spine support component one；
Step 3: construction connection support: the construction connection support in main joist support component and main joist support component one；
Step 4: construction aluminum-pinch: according to the sequence construction aluminium button of top aluminum-pinch, end aluminum-pinch and lower part aluminum-pinch
Plate, so far, it is a kind of rule concrete float plate with aluminium sheet in conjunction with cornice structure construction completion.
Compared with prior art the utility model have the characteristics that and the utility model has the advantages that
The utility model deepens the irregular concrete cornice moulding of the prior art for the concrete of width 500mm rule
The plate that floats adds aluminum-pinch moulding, and the board width of floaing of the concrete in the utility model is uniformly regular, it is only necessary to need to adjust according to cornice moulding
The thickness of whole fastener inserts one and fastener inserts, and then the radian up and down of cornice is adjusted, by the irregular Cheng Qu of 500 ~ 1800mm wide
The plate in-depth of floaing of line style concrete is that the float form of plate adding aluminium plate of 500mm wide coagulation earth concrete reaches design model effect requirements,
Be after in-depth regular 500mm wide concrete float plate can with the use of aluminum alloy mould plate use and external scaffolding design, improve work
Cheng Zhiliang and working security.
The utility model has the characteristics that safety, is applicable in, and has good promotion and practical value, after extensive popularization and application
Good economic benefit can be generated.
Detailed description of the invention
Fig. 1 is that a kind of regular concrete of the utility model floats the structural schematic diagram of cornice structure of the plate in conjunction with aluminium sheet；
Fig. 2 is the cross-sectional view of 2-2 in Fig. 1；
Fig. 3 is the portion Fig. 2A enlarged structure schematic diagram；
Fig. 4 is the portion Fig. 2 B enlarged structure schematic diagram；
Fig. 5 is the portion Fig. 2 C enlarged structure schematic diagram；
Fig. 6 is the cross-sectional view of 1-1 in Fig. 1.
Appended drawing reference: 1- cornice；2- aluminum-pinch；3- main structure；4- connection support；The horizontal embedded board of 5-；6- is vertically propped up
Support；The vertical embedded board of 7-；The horizontal pre-buried bar of 8-；9- vertical supporting one；10- vertical supporting two；11- vertical supporting three；12- is vertical
Support four；13- upper level bar；14- lower horizontal bar；Horizontal support bar in the middle part of 15-；The longitudinal direction 16- ditch；17- water pipe；18-
Corner brace one；19- angle steel one；20- angle steel two；The top 21- aluminum-pinch；The end 22- aluminum-pinch；The lower part 23- aluminum-pinch；30- angle steel
Three；31- angle steel four；32- corner brace two；33- corner brace three；34- corner brace four；35- corner brace five；36- corner brace six；37- angle steel five；38-
Vertical embedded board one；39- upper level bar one；40- lower horizontal bar two；41- vertical supporting bar；The oblique reinforcing rod of 42-；43-
Vertical bar；44- concrete floats plate；The horizontal pre-buried bar one of 100-.
Specific embodiment
To make technological means of the utility model, character of innovation, reaching purpose and effect is easy to understand, below
The present invention will be further described.
The embodiment recorded herein is the specific specific embodiment of the utility model, for illustrating the utility model
Design, be it is explanatory and illustrative, should not be construed as the limit to the utility model embodiment and the scope of the utility model
System.In addition to the embodiment recorded herein, those skilled in the art can also be public based on the claim of this application book and specification institute
For the content opened using obvious other technical solutions, these technical solutions include using doing to the embodiment recorded herein
The technical solution of any obvious substitutions and modifications out.
A kind of rule concrete floats cornice structure of the plate with aluminium sheet ining conjunction with, as shown in Figure 1, cornice 1 including float plate cornice with
The non-plate cornice that float,
Plate cornice structure of floaing includes that float with the molding concrete of 3 formed by integrally casting of main structure plate 44, uniform intervals are embedded in
Concrete floats the fastener inserts of plate 44, the main joist support component of uniform intervals setting and paving on the outside of main joist support component
Aluminum-pinch 2, main joist support component one end fastener inserts the other end and extend outwardly setting, and several pieces of aluminum-pinch 2, which splice, to exist
The plate cornice that float are formed on the outside of main joist support component；
The non-plate cornice that float include uniform intervals be embedded in main structure 3 fastener inserts one, uniform intervals setting master
The aluminum-pinch 2 of spine support component one and paving in one outside of main joist support component, one one end of main joist support component and pre-
Embedded component one is fixed, the other end and the setting that extends outwardly, and is formed on the outside of several pieces of splicing main joist support components one of aluminum-pinch 2 non-
Float plate cornice；
The main joist support component of plate cornice of floaing and the main joist support component one of the non-plate cornice that float are connected by connection support 4
It connects, the thickness of the fastener inserts and fastener inserts one uniformly rises or falls, the aluminum-pinch 2 for the plate cornice that float and the non-plate cornice that float
Aluminum-pinch 2 be located in fastener inserts one and fastener inserts periphery, be connected as one to form wavy cornice structure.
As shown in Fig. 2, fastener inserts include be embedded in concrete float plate 44 close to the end of main structure 3 pre-buried board group
It closes, embedded board combination includes upper and lower two pieces and floats the extended horizontal embedded board 5 of plate 44 along concrete, two pieces of horizontal embedded boards 5
Between be equipped with vertical supporting 6, fastener inserts further include being set to concrete to float vertical embedded board of the plate 44 far from 3 end of main structure
7, vertical 7 one plate face of embedded board is exposed, and another plate face is embedded in concrete and floats in plate 44, is embedded in the plate that concrete floats in plate 44
Horizontal pre-buried bar 8 is vertically equipped on face, main joist support component includes vertical supporting component and horizontal support members, vertical supporting
Component includes four vertical supportings being horizontally arranged at interval, and four vertical supportings are respectively vertical supporting 1 from inside to outside, vertical
Support 2 10, vertical supporting 3 11 and vertical supporting 4 12, vertical supporting 1 includes two and is separately fixed at concrete and floats plate 44
Upper pright stanchion 91 on top surface and the lower upright bar 92 in fixed bottom, horizontal support members include upper level bar 13, middle part level
Support rod 15 and lower horizontal bar 14, upper level bar 13 simultaneously with upper pright stanchion 91, vertical supporting 2 10 and vertical supporting 3 11
Upper end is fixed, and middle part horizontal support bar 15 is set between vertical supporting 3 11 and vertical supporting 4 12, and lower horizontal bar 14 is simultaneously
It is fixed with lower upright bar 92, vertical supporting 2 10, vertical supporting 3 11 and 4 12 lower end of vertical supporting.
As shown in fig. 6, embedded component one includes the pre-buried bar 1 of level and vertical embedded board one being embedded in main structure
38, horizontal pre-buried bar 1 can according to need setting, and vertical setting of types three preferably every, vertical one 38 one plate face of embedded board is embedded in
In main structure 3, another plate face is exposed, and main joist support component one includes upper level bar 1, lower horizontal bar 2 40, erects
To support rod 41 and oblique reinforcing rod 42, oblique reinforcing rod 42 is solid with upper level bar 1 and lower horizontal bar 2 40 simultaneously
Fixed, 41 bottom of vertical supporting bar and lower horizontal bar 2 40 are fixed, and upper level bar 1 is fixed on vertical supporting bar 41 and erects
To between embedded board 1,
Aluminum-pinch 2 includes top aluminum-pinch 21, end aluminum-pinch 22 and lower part aluminum-pinch 23, and top aluminum-pinch 21 is laid on
One top of fastener inserts or fastener inserts, left and right ends are equipped with the vertical flanging bent downward, and top aluminum-pinch 21 is equipped with
To longitudinal ditch 16 of lower recess, longitudinal ditch 16 be embedded in fastener inserts or the water pipe 17 of fastener inserts one is connected to；End
Portion's aluminum-pinch 22 is fixed on the end of fastener inserts or fastener inserts one far from main structure 3,22 upper and lower ends of end aluminum-pinch
It is respectively equipped with the flanging downwardly and upwardly bent, lower part aluminum-pinch 23 is laid on the lower section of fastener inserts or fastener inserts one, under
Aluminum-pinch 23 left and right ends in portion's are respectively equipped with the flanging being folded upward at and bend downward L shape flanging, and connection support 4 includes set on upper
The angle steel 1 and angle steel 2 20 in longitudinal ditch 16, one 19 He of angle steel are used to support on portion's horizon bar 13 or upper level bar 1
2 20 specific location of angle steel as shown in figs. 4 and 6, as it can be seen in figures 5 and 6, further include be set to vertical supporting 4 12 or vertical supporting bar
41 upper surfaces are used to support the angle steel 3 30 of the connecting node of top aluminum-pinch 21 and end aluminum-pinch 22 and are set to lower horizontal
The angle steel 4 31 of 23 connecting node of end aluminum-pinch 22 and lower part aluminum-pinch is used to support on bar 14 or lower horizontal bar 2 40, such as
It further include being set to the angle steel five of upper level bar 13 or upper level bar 1 towards the end of main structure 3 shown in Fig. 3 and 6
37, wherein 5 37 flange plate of angle steel on upper level bar 1 is with the fixation of main structure 3, another flange plate and set on upper water
Vertical bar 43 on flat bar 1 is fixed, and aluminum-pinch 21 right side flanging in top is bolted with corner brace 1, left side flanging and
Corner brace 2 32 is fixed, and 22 top flanging of end aluminum-pinch and corner brace 3 33 are fixed, and lower part flanging and corner brace 4 34 are fixed, lower part aluminium
The left side flanging of buckle 23 and corner brace 5 35 are fixed, and right side flanging and corner brace 6 36 are fixed, and one 18 notch of corner brace is towards main body knot
Structure 3 is arranged, and the end of horizontal sides is against in main structure 3, and the bottom surface of horizontal sides and angle steel 5 37 are fixed, corner brace 3 33 and angle
2 32 notches of code are opposite, fixed by bolt and angle steel 3 30 after horizontal sides overlapping；Corner brace 5 35 is opposite with 4 34 notch of corner brace,
It is fixed by bolt and angle steel 4 31 after horizontal sides overlapping；6 36 notch of corner brace is arranged backwards to main structure 3, the water of L shape flanging
The horizontal sides of pingbian and corner brace 6 36 are bolted, and vertical edge and the main structure 3 of corner brace 6 36 are bolted.
Concrete floats the plate preferred 500mm of 44 width, is also possible to other regular widths.
A kind of rule concrete floats the construction method of cornice structure of the plate in conjunction with aluminium sheet, which is characterized in that including following
Step:
The plate 44 Step 1: construction concrete floats: construction main structure 3 first, the pre-buried fastener inserts in main structure 3,
Concrete is formed with 3 formed by integrally casting of main structure to float plate 44, and is floatd pre-buried fastener inserts one in plate 44 in concrete；
Step 2: construction main joist support: construct main joist support component and master in fastener inserts and fastener inserts one
Spine support component one；
Step 3: construction connection support 4: the construction connection support in main joist support component and main joist support component one
4；
Step 4: construction aluminum-pinch 22: according to the sequence of top aluminum-pinch 21, end aluminum-pinch 22 and lower part aluminum-pinch 23
Construct aluminum-pinch, so far, it is a kind of rule concrete float plate with aluminium sheet in conjunction with cornice structure construction completion.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all practical at this
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (9)
- Cornice structure of the plate in conjunction with aluminium sheet 1. a kind of rule concrete floats, it is characterised in that: the cornice (1) fly including the plate that floats Eaves and the non-plate cornice that float,The plate cornice structure of floaing includes that float with the molding concrete of main structure (3) formed by integrally casting plate (44), uniform intervals are pre- It is embedded in concrete and floats the fastener inserts of plate (44), the main joist support component of uniform intervals setting and paving in main joist support group Aluminum-pinch (2) on the outside of part, main joist support component one end fastener inserts, the other end and the setting that extends outwardly, several pieces Aluminum-pinch (2) splicing forms the plate cornice that float on the outside of main joist support component；The non-plate cornice that float include that the fastener inserts one that are embedded in main structure (3) of uniform intervals, uniform intervals are arranged The aluminum-pinch (2) of main joist support component one and paving in one outside of main joist support component, the main joist support component one One end and fastener inserts one are fixed, and the other end and the setting that extends outwardly, several pieces of aluminum-pinch (2) splice main joist support component one Outside forms the non-plate cornice that float；The main joist support component of the plate cornice that float and the main joist support component one of the non-plate cornice that float pass through connection support (4) The thickness of connection, the fastener inserts and fastener inserts one uniformly rises or falls, the aluminum-pinch (2) and the non-plate that floats of the plate cornice that float The aluminum-pinch (2) of cornice be located in fastener inserts one and fastener inserts periphery, be connected as one to form wavy cornice structure.
- Cornice structure of the plate in conjunction with aluminium sheet 2. a kind of regular concrete as described in claim 1 floats, it is characterised in that: described Fastener inserts include be embedded in concrete float plate (44) close to main structure (3) end embedded board combination, the embedded board Combination includes upper and lower two pieces and floats plate (44) extended horizontal embedded board (5) along concrete, between two pieces of horizontal embedded boards (5) Equipped with vertical supporting (6), the fastener inserts further include that plate (44) are floatd set on concrete far from the vertical of main structure (3) end Embedded board (7), vertical (7) one plate face of embedded board is exposed, and another plate face is embedded in concrete and floats in plate (44), is embedded in mixed Horizontal pre-buried bar (8) is vertically equipped in the plate face that solidifying soil floats in plate (44).
- Cornice structure of the plate in conjunction with aluminium sheet 3. a kind of regular concrete as described in claim 1 floats, it is characterised in that: described Embedded component one includes horizontal pre-buried bar one (100) and the vertical embedded board one (38) being embedded in main structure, described vertical pre- Buried plate one (38) plate face is embedded in main structure (3), and another plate face is exposed.
- Cornice structure of the plate in conjunction with aluminium sheet 4. a kind of regular concrete as claimed in claim 3 floats, it is characterised in that: described Main joist support component one include upper level bar one (39), lower horizontal bar two (40), vertical supporting bar (41) and it is oblique add Strong bar (42), the oblique reinforcing rod (42) is fixed with upper level bar one (39) and lower horizontal bar two (40) simultaneously, described Vertical supporting bar (41) bottom and lower horizontal bar two (40) are fixed, and the upper level bar one (39) is fixed on vertical supporting bar (41) between vertical embedded board one (38).
- Cornice structure of the plate in conjunction with aluminium sheet 5. a kind of regular concrete as claimed in claim 4 floats, it is characterised in that: described Main joist support component includes vertical supporting component and horizontal support members, and the vertical supporting component includes being horizontally arranged at interval Four vertical supportings, four vertical supportings are respectively vertical supporting one (9), vertical supporting two (10), vertical branch from inside to outside Support three (11) and vertical supporting four (12), the vertical supporting one (9) include two be separately fixed at concrete float plate (44) push up Upper pright stanchion (91) on face and the lower upright bar (92) in fixed bottom, the horizontal support members include upper level bar (13), Middle part horizontal support bar (15) and lower horizontal bar (14), the upper level bar (13) are propped up with upper pright stanchion (91), vertically simultaneously Two (10) of support and vertical supporting three (11) upper end are fixed, and the middle part horizontal support bar (15) is set to vertical supporting three (11) and erects To support four (12) between, the lower horizontal bar (14) simultaneously with lower upright bar (92), vertical supporting two (10), vertical supporting three (11) and vertical supporting four (12) lower end is fixed.
- Cornice structure of the plate in conjunction with aluminium sheet 6. a kind of regular concrete as claimed in claim 5 floats, it is characterised in that: described Aluminum-pinch (2) includes top aluminum-pinch (21), end aluminum-pinch (22) and lower part aluminum-pinch (23), the top aluminum-pinch (21) It is laid on one top of fastener inserts or fastener inserts, left and right ends are equipped with the vertical flanging bent downward, top aluminum-pinch (21) it is equipped with to longitudinal ditch (16) of lower recess, the longitudinal direction ditch (16) and is embedded in fastener inserts or fastener inserts One water pipe (17) connection；The end aluminum-pinch (22) is fixed on fastener inserts or fastener inserts one far from main structure (3) End, end aluminum-pinch (22) upper and lower ends are respectively equipped with the flanging downwardly and upwardly bent, the lower part aluminum-pinch (23) it is laid on the lower section of fastener inserts or fastener inserts one, lower part aluminum-pinch (23) left and right ends, which are respectively equipped with, to be bent up The flanging of folding and bend downward L shape flanging.
- Cornice structure of the plate in conjunction with aluminium sheet 7. a kind of regular concrete as claimed in claim 6 floats, it is characterised in that: described Connection support (4) includes the angle that longitudinal ditch (16) are used to support on upper level bar (13) or upper level bar one (39) Steel one (19) and angle steel two (20) further include being used to support set on vertical supporting four (12) or vertical supporting bar (41) upper surface The angle steel three (30) of the connecting node of portion's aluminum-pinch (21) and end aluminum-pinch (22) and be set to lower horizontal bar (14) or lower part It is used to support the angle steel four (31) of end aluminum-pinch (22) and lower part aluminum-pinch (23) connecting node on horizon bar two (40), also wraps It includes and is set to the angle steel five (37) of upper level bar (13) or upper level bar one (39) towards the end of main structure (3), wherein Angle steel five (37) flange plate on upper level bar one (39) is with main structure (3) fixation, another flange plate and set on upper water Vertical bar (43) on flat bar one (39) is fixed.
- Cornice structure of the plate in conjunction with aluminium sheet 8. a kind of regular concrete as claimed in claim 7 floats, it is characterised in that: described Flanging is bolted with corner brace one (18) on the right side of top aluminum-pinch (21), and left side flanging and corner brace two (32) are fixed, described End aluminum-pinch (22) top flanging and corner brace three (33) are fixed, and lower part flanging and corner brace four (34) are fixed, the lower part aluminium button The left side flanging and corner brace five (35) of plate (23) are fixed, and right side flanging and corner brace six (36) are fixed, corner brace one (18) notch It is arranged towards main structure (3), the end of horizontal sides is against on main structure (3), and the bottom surface of horizontal sides and angle steel five (37) Fixed, the corner brace three (33) and corner brace two (32) notch are opposite, fixed by bolt and angle steel three (30) after horizontal sides overlapping； The corner brace five (35) and corner brace four (34) notch are opposite, fixed by bolt and angle steel four (31) after horizontal sides overlapping；It is described Corner brace six (36) notch is arranged backwards to main structure (3), and the horizontal sides of L shape flanging and the horizontal sides of corner brace six (36) pass through bolt Fixed, vertical edge and the main structure (3) of the corner brace six (36) are bolted.
- Cornice structure of the plate in conjunction with aluminium sheet 9. a kind of regular concrete as described in claim 1~8 any one floats, it is special Sign is: the concrete floats plate (44) width 500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821401854.0U CN209011443U (en) | 2018-08-29 | 2018-08-29 | Regular concrete wafts board and aluminum plate combination's cornice structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821401854.0U CN209011443U (en) | 2018-08-29 | 2018-08-29 | Regular concrete wafts board and aluminum plate combination's cornice structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209011443U true CN209011443U (en) | 2019-06-21 |
Family
ID=66831934
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821401854.0U Expired - Fee Related CN209011443U (en) | 2018-08-29 | 2018-08-29 | Regular concrete wafts board and aluminum plate combination's cornice structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209011443U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109098364A (en) * | 2018-08-29 | 2018-12-28 | 中建二局第三建筑工程有限公司 | Regular concrete floating plate and aluminum plate combined cornice structure and construction method thereof |
-
2018
- 2018-08-29 CN CN201821401854.0U patent/CN209011443U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109098364A (en) * | 2018-08-29 | 2018-12-28 | 中建二局第三建筑工程有限公司 | Regular concrete floating plate and aluminum plate combined cornice structure and construction method thereof |
| CN109098364B (en) * | 2018-08-29 | 2024-03-01 | 中建二局第三建筑工程有限公司 | Cornice structure with regular concrete floating plate and aluminum plate combined and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207419520U (en) | Piping lane construction template component | |
| CN109610815A (en) | A kind of anti-bank template in building settlement position and its casting method | |
| CN209011443U (en) | Regular concrete wafts board and aluminum plate combination's cornice structure | |
| CN109339087A (en) | A kind of foundation structure system of low-rise building | |
| CN100547174C (en) | The prefab form and the construction technology thereof of concrete flow passage gradual change fillet segment top board construction | |
| CN211472143U (en) | Pier steel form | |
| CN109098364A (en) | Regular concrete floating plate and aluminum plate combined cornice structure and construction method thereof | |
| CN110701389A (en) | Small-size utility tunnel device on bridge central authorities' division strip | |
| CN217734853U (en) | Adjustable plate buckling template support frame for super-load small-clear-distance beam | |
| CN211691142U (en) | Clamping groove type assembled concrete stair | |
| CN205955197U (en) | A fixing device that be used for prefabricated non - design of bench, can all rotary die boards | |
| KR20220156797A (en) | Descending 2-span mobile scaffolding and construction method | |
| CN210830796U (en) | Small-size utility tunnel device on bridge central authorities' division strip | |
| CN208072972U (en) | Float luffer boards formwork | |
| CN203939237U (en) | The one-time formed erecting device of waterproof epirelief concrete component | |
| CN203113514U (en) | Combined split-mounting-type house device | |
| CN208250928U (en) | A kind of steel and wood composite template | |
| CN208235305U (en) | A kind of through tied arch bridge structural unit and arch bridge structure | |
| CN220451429U (en) | Post-pouring strip supporting template | |
| CN103147510A (en) | Combined assembly type house device | |
| CN205531314U (en) | Slab form system in multilayer steel structure building house | |
| CN212956119U (en) | Bridge guardrail base outsourcing structure | |
| CN217839744U (en) | Cast-in-place roof beam template of hyperbola fish belly formula supports pre-compaction structure | |
| CN215758598U (en) | Rainwater box culvert structure | |
| CN220132966U (en) | Foundation plate telescopic post-pouring belt |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190621 |