CN218623306U - Stupefied system of consolidating of huge post aluminum mould truss back of body - Google Patents
Stupefied system of consolidating of huge post aluminum mould truss back of body Download PDFInfo
- Publication number
- CN218623306U CN218623306U CN202222844411.1U CN202222844411U CN218623306U CN 218623306 U CN218623306 U CN 218623306U CN 202222844411 U CN202222844411 U CN 202222844411U CN 218623306 U CN218623306 U CN 218623306U
- Authority
- CN
- China
- Prior art keywords
- truss
- stupefied
- rod
- truss back
- aluminum mould
- 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.)
- Active
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a stupefied system of consolidating of huge post aluminum mould truss back of body in construction field, including the panel, go up mysterious pole side pipe, connecting rod side pipe, lower mysterious pole side pipe, vertical back of the body are stupefied, screw rod, angle bar, truss back of the body are stupefied etc. its characterized in that: before the aluminum mould is reinforced, the upper corrugated rod, the lower corrugated rod and the connecting rod are combined and welded into the truss back edge, after the aluminum mould panel is installed, the truss back edge is installed, the vertical back edge is arranged at the four screw rods for reinforcement, and meanwhile, the corner of the giant column is reinforced by the screw rods. The utility model discloses accomplished that the screw rod is few, the stupefied light of back of the body, ann tears the convenience open, the material can have enough to meet the need the use, promoted the site operation convenience greatly and reduced and consolidated the stupefied use amount of back of the body, reached the economic benefits maximize.
Description
Technical Field
The utility model relates to a stupefied system of consolidating of huge post aluminum mould truss back of body in building construction field is particularly useful for super high-rise huge post aluminum mould formwork and uses, solves mainly that the aluminium mould material transports difficultly, the screw rod is many and the stupefied quality of the back of body is heavy scheduling problem, effectively improves efficiency of construction and reduce cost, improves economic benefits.
Background
Along with shortage of urban construction and building land, super high-rise buildings are more and more popular, and the super high-rise building structure mainly comprises an outer frame concrete giant column and a core tube. At present, double-channel steel is mainly adopted as a reinforcing back edge in the traditional method for a super-high-rise giant-column reinforcing system, and the reinforcing system is low in turnover rate, multiple in screw arrangement, low in construction efficiency, large in back edge weight and inconvenient to construct.
To above-mentioned problem, but in order to improve efficiency of construction, screw rod few and turnover nature, the utility model discloses a stupefied reinforcement system of huge post aluminum mould truss back of body.
SUMMERY OF THE UTILITY MODEL
To above-mentioned problem, for realizing few screw rods in the huge post aluminium mould work progress of superelevation layer, the stupefied light and ann of the back of the body tears convenient target open, promote the construction level, the utility model discloses a stupefied reinforcement system of huge post aluminium mould truss back of the body.
The utility model relates to a stupefied system of reinforcing of huge post aluminum mould truss back of body in construction field, including the panel, go up the pole square pipe, connecting rod square pipe, down the pole square pipe, vertical back of the body is stupefied, screw rod, angle bar, truss back of the body are stupefied, its characterized in that: before the aluminum mould is reinforced, the upper corrugated rod, the lower corrugated rod and the connecting rod are combined and welded into the truss back edge, after the aluminum mould panel is installed, the truss back edge is installed, the vertical back edge is arranged at the four screw rods for reinforcement, and meanwhile, the corner of the giant column is reinforced by the screw rods.
The square tube is adopted to the upper Xuan Ji of truss back arris, and the specification is 40X 60X 3mm.
The lower corrugated rod of the truss back rib adopts a square tube, and the specification is 40 × 60 × 3mm.
Truss back of the body stupefied connecting rod adopts square pipe, and the specification is 30 x 50 x 3mm.
Vertical back of the body is stupefied, adopts two 10# channel-section steels, and the specification is 100 × 48 × 5.3mm.
The screw rod is made of finish-rolled deformed steel bar and has the specification of PSB830 phi 25mm.
The beneficial effects of the utility model reside in that accomplished that the screw rod is few, the stupefied light of back of the body, ann tear the convenience open, the material can have enough to meet the need the use, promoted the site operation facility greatly and reduced and consolidated the stupefied use amount of the back of the body, reached the economic benefits maximize.
Drawings
FIG. 1: and arranging a plane layout of the huge column aluminum mould.
FIG. 2: and (4) making a large sample of a large column aluminum mould truss back ridge reinforcing system.
FIG. 3: the vertical surface of the huge column aluminum mould is provided with a picture.
Reference is made to the accompanying drawings in which:
1-panel, 2-upper corrugated rod, 3-connecting rod, 4-lower corrugated rod, 5-vertical back edge, 6-screw rod, 7-angle iron and 8-truss back edge.
Detailed Description
Stupefied system of consolidating of huge post aluminum mould truss back of body in construction field, including panel 1, go up to xuan pole 2, connecting rod 3, lower xuan pole 4, vertical back of the body stupefied 5, screw rod 6, angle bar 7, truss back of the body stupefied 8 etc. its characterized in that: before the aluminium mould is consolidated, adopt earlier the upper front of the staff 2, the lower front of the staff 4, connecting rod 3 combination welding become the stupefied 8 of truss back of the body, aluminium mould panel 1 installation back, the stupefied 8 of truss back of the body is installed, sets up the stupefied 5 of vertical back of the body of one at four screw rods 6 at last and consolidates, and the huge post bight adopts screw rod 6 to consolidate simultaneously.
The stupefied upper mysterious pole 2 of truss back of the body adopts square pipe, and the specification is 40 × 60 × 3mm, and length is processed the customization according to the drawing size.
The lower chord 4 of truss back arris adopts square pipe, and the specification is 40 × 60 × 3mm, and length is processed the customization according to the drawing size.
Stupefied connecting rod 3 of truss back of body adopts square pipe, and the specification is 30 x 50 x 3mm, and length is processed the customization according to the drawing size.
The truss back edge 8 is formed by welding the upper corrugated rod 2, the lower corrugated rod 4 and the connecting rod 3 in a combined mode, and the weight of the truss back edge is 38kg.
Vertical back of body stupefied 5 adopts double pin 10# channel-section steel, and the specification is 100 × 48 × 5.3mm, and length is processed the customization according to the drawing size.
The screw 6 is made of finish-rolled deformed steel with the specification of PSB830 phi 25mm.
The utility model is further described with the following drawings and construction procedures:
1. an upper corrugated rod 2, a lower corrugated rod 4 and a connecting rod 3 are combined and welded into a truss back edge 8;
2. the aluminum formwork panel 1 is installed and erected according to the erecting requirement of a common aluminum formwork;
3. and mounting the truss back edges 8. The one-time installation height of the aluminum die is 3300mm, and the distance between the back ridges of the truss is 400mm, 750mm and 800mm according to four rows of horizontal back ridges;
4. and (3) mounting vertical back ridges 5 at four screw rods 6. The vertical back edge of the large column aluminum mould is matched with a screw rod to install and reinforce the horizontal back edge;
5. the corners and the middle part of the giant column are reinforced by adopting a screw 6;
6. and others are erected according to the erecting requirements of the common aluminum mold.
The embodiments of the present invention are presented for purposes of illustration and not limitation.
Claims (7)
1. The utility model provides a stupefied system of consolidating of huge post aluminum mould truss back of body, includes that panel, the pole square pipe of entrying on, connecting rod square pipe, the pole square pipe of entrying down, vertical back of the body are stupefied, screw rod, angle bar, truss back of the body are stupefied, its characterized in that: before the aluminum mould is reinforced, the upper corrugated rod, the lower corrugated rod and the connecting rod are combined and welded into the truss back edge, after the aluminum mould panel is installed, the truss back edge is installed, the vertical back edge is arranged at the four screw rods for reinforcement, and meanwhile, the corner of the giant column is reinforced by the screw rods.
2. The large column aluminum die truss back ridge reinforcement system of claim 1, wherein: go up xun pole square tube, adopt square tube, the specification is 40 × 60 × 3mm.
3. The large column aluminum die truss back ridge reinforcement system of claim 1, wherein: the lower square tube of the Xuan Ji adopts a square tube, and the specification is 40 × 60 × 3mm.
4. The large column aluminum die truss back ridge reinforcement system of claim 1, wherein: connecting rod side pipe adopts square pipe, and the specification is 30 x 50 x 3mm.
5. The large column aluminum die truss back ridge reinforcement system of claim 1, wherein: the truss back edge is welded by adopting the upper corrugated rod, the lower corrugated rod and the connecting rod in a combined mode, the weight of the truss back edge is 38kg, and the truss back edge is installed after the aluminum mould panel is installed.
6. The large column aluminum die truss back ridge reinforcement system of claim 1, wherein: vertical back of the body is stupefied, adopts two 10# channel-section steels of piecing together, and the specification is 100 48X 5.3mm, and the vertical back of the body of installation is stupefied after the truss installation.
7. The back corrugation strengthening system of the giant-column aluminum-die truss according to claim 1, wherein: the screw rod is made of finish-rolled deformed steel bar, the specification of the screw rod is PSB830 phi 25mm, and the corner and the middle of the giant column are reinforced by the screw rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222844411.1U CN218623306U (en) | 2022-10-27 | 2022-10-27 | Stupefied system of consolidating of huge post aluminum mould truss back of body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222844411.1U CN218623306U (en) | 2022-10-27 | 2022-10-27 | Stupefied system of consolidating of huge post aluminum mould truss back of body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218623306U true CN218623306U (en) | 2023-03-14 |
Family
ID=85475309
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222844411.1U Active CN218623306U (en) | 2022-10-27 | 2022-10-27 | Stupefied system of consolidating of huge post aluminum mould truss back of body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218623306U (en) |
-
2022
- 2022-10-27 CN CN202222844411.1U patent/CN218623306U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206233431U (en) | A kind of assembled light gauge cold-formed steel shape composite floor | |
| CN101029502A (en) | Built-in steel-case or H-shaped concrete assembled beam frame of angle steel concrete pile | |
| CN204551848U (en) | Assembling light body 3D steel bar girder floor plates | |
| CN212956151U (en) | Cast-in-place beam flange plate template system | |
| CN110552501A (en) | High-space large-span steel reinforced concrete structure beam hanging formwork construction reinforcing structure and construction method thereof | |
| CN218623306U (en) | Stupefied system of consolidating of huge post aluminum mould truss back of body | |
| CN213867376U (en) | Hollow bent cap construction equipment of opposite sex mound precious stone | |
| CN201794297U (en) | Early-dismantling formwork support system for large-span cast-in-place beam ribbed floorslabs | |
| CN212897482U (en) | Construction platform for high-rise building overhanging structural layer | |
| CN211691443U (en) | Cast-in-place construction formwork trolley for building infilled wall | |
| CN102392417B (en) | Dual-cantilever bearing support structure for large steel pipe and installation method | |
| CN100347388C (en) | Anchoring plate type steel pipe concrete column-cap type combined beam connection node | |
| CN202766974U (en) | Bent cap bearing frame without full framing | |
| CN214402368U (en) | Detachment-free truss plate | |
| CN215366833U (en) | Steel-concrete torsion tower structure | |
| CN206267358U (en) | A kind of built-in girder steel shear wall | |
| CN218292790U (en) | Stupefied system of consolidating of huge post aluminum mould adjustable screw rod back of body | |
| CN209163831U (en) | A kind of vcehicular tunnel gutter liner tool-typed formwork | |
| CN209114333U (en) | A kind of combined steel structural unit block | |
| CN102418417A (en) | Long-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system | |
| CN2385010Y (en) | External mounted square steel tube concrete beam and column connecting node | |
| CN216740379U (en) | Multifunctional steel bar support system | |
| CN217998620U (en) | Hollow slab column structure | |
| CN221052659U (en) | Cross foundation beam for reinforcing independent column foundation of frame | |
| CN206753140U (en) | A kind of body frame structure of the fermentation computer room of structure optimization |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |