CN203080934U - Overhanging type discharging platform - Google Patents
Overhanging type discharging platform Download PDFInfo
- Publication number
- CN203080934U CN203080934U CN2012207061680U CN201220706168U CN203080934U CN 203080934 U CN203080934 U CN 203080934U CN 2012207061680 U CN2012207061680 U CN 2012207061680U CN 201220706168 U CN201220706168 U CN 201220706168U CN 203080934 U CN203080934 U CN 203080934U
- Authority
- CN
- China
- Prior art keywords
- girder
- discharging platform
- overhanging type
- type discharging
- concrete structure
- 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 - Lifetime
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/166—Landings, receiving platforms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides an overhanging type discharging platform. The overhanging type discharging platform comprises two main beams, a secondary beam and a platform plate, wherein the two main beams are arranged in a parallel mode, two ends of the secondary beam are fixedly connected with the main beams, the main beams and the secondary beam are all fixedly arranged on the platform plate, one end of each main beam can be fixedly connected to a concrete structure in a movable mode, the other end of each main beam is overhung outwards and is fixed through an inhaul cable, and a rotatable limiting assembly used for limiting each main beam is arranged on each main beam. The overhanging type discharging platform can slide out in the direction opposite to the concrete structure when a scaffold is available and slide in towards the direction of the concrete structure when the scaffold is not available, convenient use under a plurality of working conditions is achieved, influences on the construction of the discharging platform and influences on building construction are not caused, and the structure is stable and reliable. Furthermore, the overhanging type discharging platform is simple in structure, convenient to manufacture, and low in cost.
Description
Technical field
The utility model relates to the auxiliary equipment in a kind of building field, relates in particular to a kind of overhanging type discharging platform.
Background technology
Discharging platform is that various provisional operating desks and handling frame are often set up in the job site, can carry out variously building finishing by laying bricks or stones and whitewashing and wait operation, in general, can necessarily be used to carry material in the duration, and the framework type platform that carries out various operations therein, be referred to as operating platform.
In building operations at present; also often adopt scaffold to come auxiliary construction; overhanging type discharging platform and scaffold influence each other through regular meeting between the two; existing overhanging type discharging platform is fixed structure; can not make girder slide into or skid off to concrete inverted configuration direction to the concrete structure direction; can impact both building, and can have influence on construction operation.Therefore, need to propose a kind of novel overhanging type discharging platform, can be when scaffold is arranged skid off and slide into towards the concrete structure direction during at no scaffold to the rightabout of concrete structure, be implemented in convenient use the under the various working, can not building and building operations impacted to discharging platform, and it is simple in structure, easily manufactured, with low cost.
The utility model content
In view of this, a kind of overhanging type discharging platform that the utility model provides, can be when scaffold is arranged skid off and slide into towards the concrete structure direction during at no scaffold to the rightabout of concrete structure, be implemented in convenient use the under the various working, can not building and building operations impacted to discharging platform, and it is simple in structure, easily manufactured, with low cost.
The overhanging type discharging platform that the utility model provides, comprise secondary beam of fixedlying connected with described girder in two girders that be arranged in parallel, two ends and the landing slab that all fixedly installs with described girder and secondary beam, the movable concrete structure that is fixedly connected on of one end of described girder, the other end is outwards encorbelmented and is fixed by drag-line, and described girder is provided with and is used for girder is carried out spacing rotating limit assembly;
Further, described limit assembly comprises and is used for the spacing baffle plate of described girder and is used for the fixed head that is fixedly set in girder with baffle plate, described fixed head is fixedly set in described girder, one end of described baffle plate is fixedlyed connected with described fixed head by bolt, the other end is a free end, and described baffle plate can rotate around bolt;
Further, described fixed head also is provided with the locating piece that is used for described baffle plate is carried out rotary spacing;
Further, described overhanging type discharging platform also comprises the fixture that is used for the girder activity is fixed in the concrete structure;
Further, described fixture is the anchor ring of inverted U-shaped, and the openend of described anchor ring is embedded in the concrete structure and with the steelframe in the concrete structure in advance fixedlys connected;
Further, described girder also is provided with and is used for the oblique draw ring of fixedlying connected with drag-line.
The beneficial effects of the utility model: the overhanging type discharging platform that the utility model provides can be when scaffold is arranged skids off and slides into towards the concrete structure direction during at no scaffold to the rightabout of concrete structure, be implemented in convenient use the under the various working, can not building and building operations impacted to discharging platform, Stability Analysis of Structures is reliable, and it is simple in structure, easily manufactured, with low cost.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further described:
Fig. 1 is a structural representation of the present utility model.
Structural representation when Fig. 2 has scaffold for the utility model.
Fig. 3 is the limit assembly structure for amplifying schematic diagram at A place among Fig. 1.
The specific embodiment
Fig. 1 is a structural representation of the present utility model, structural representation when Fig. 2 has scaffold for the utility model, Fig. 3 is the limit assembly structure for amplifying schematic diagram at A place among Fig. 1, as shown in the figure, the overhanging type discharging platform that the utility model provides, comprise two girders that be arranged in parallel 1, secondary beam of fixedlying connected with described girder in two ends 6 and the landing slab 10 that all fixedly installs with described girder 1 and secondary beam 6, the movable concrete structure 2 that is fixedly connected on of one end of described girder 1, the other end is outwards encorbelmented and is fixed by drag-line 3, and described girder 1 is provided with and is used for girder is carried out spacing rotating limit assembly; Described girder and secondary beam all adopt i iron, Stability Analysis of Structures, certainly, on described overhanging type platform, also guardrail 4 can be set, guaranteeing safety of construction, described movable fixedly connected being meant at needs carried out when mobile discharging platform, and described girder and described anchor ring unclamp, when not needing when mobile, described girder and described anchor ring are fastenedly connected; The overhanging type discharging platform that the utility model provides can be when scaffold 12 is arranged skids off and slides into towards the concrete structure direction during at no scaffold to the rightabout of concrete structure, be implemented in convenient use the under the various working, can not building and building operations impacted to discharging platform, Stability Analysis of Structures is reliable, and it is simple in structure, easily manufactured, with low cost.
In the present embodiment, described limit assembly comprises and is used for the spacing baffle plate 5 of described girder 1 and is used for the fixed head that is fixedly set in girder 19 with baffle plate 5, described fixed head 9 is fixedly set in described girder 1, one end of described baffle plate 5 is fixedlyed connected with described fixed head 9 by bolt, the other end is a free end, and described baffle plate 5 can rotate around bolt; Described baffle plate 5 and fixed head 9 are steel plate, described fixed head 9 is fixed in two wing plates of described girder 1 by the mode of welding, described two girders 1 are provided with all corresponding setting of limit assembly on a plurality of limit assemblies and each girder, 5 pairs of described girders 1 of described baffle plate carry out axial limiting, this structure, when needs with whole platform when concrete structure 2 directions slide into, girder and anchor ring are unclamped, and with concrete structure and the fixing baffle plate rotation of girder, the free end of baffle plate is made progress, whole platform can be slided into to the concrete structure direction, when needs stretch out discharging platform, described girder and anchor ring be unclamped, described discharging platform is released, free end with baffle plate withstands fixed block and concrete structure straight down then, can finish platform to be carried out again spacing, convenient whole platform is adjusted.
In the present embodiment, described fixed head 9 also is provided with the locating piece 8 that is used for described baffle plate 5 is carried out rotary spacing; Described locating piece 8 adopts the mode of welding to fixedly connected with described fixed head 9, and described locating piece 8 adopts equal leg angle, and when described locating piece adopted the mode among Fig. 3 to be provided with, described baffle plate can rotate to clockwise direction.
In the present embodiment, described overhanging type discharging platform also comprises the fixture 11 that is used for girder 1 activity is fixed in the concrete structure; Described fixture 11 is the anchor ring of inverted U-shaped, and the openend of described anchor ring is embedded in the concrete structure 2 and with the steelframe in the concrete structure 2 in advance fixedlys connected; Described anchor ring be steel and with the welding of the steelframe of described concrete structure, this structure can guarantee the steadiness of discharging platform, and conveniently whole platform is slided into or releases, described girder passes anchor ring fixedly the time, again can girder and anchor ring is fastening by timber wedge.
In the present embodiment, described girder 1 also is provided with and is used for the oblique draw ring 7 of fixedlying connected with drag-line 3, described oblique draw ring 7 be a plurality of and with described girder 1 welding, described drag-line 3 be a wire rope, when mounted, the angle that needs assurance drag-line and platform is between 45 ° to 60 °.
Explanation is at last, above embodiment is only unrestricted in order to the explanation the technical solution of the utility model, although the utility model is had been described in detail with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can make amendment or be equal to replacement the technical solution of the utility model, and not breaking away from the aim and the scope of technical solutions of the utility model, it all should be encompassed in the middle of the claim scope of the present utility model.
Claims (6)
1. overhanging type discharging platform, it is characterized in that: comprise secondary beam of fixedlying connected with described girder in two girders that be arranged in parallel, two ends and the landing slab that all fixedly installs with described girder and secondary beam, the movable concrete structure that is fixedly connected on of one end of described girder, the other end is outwards encorbelmented and is fixed by drag-line, and described girder is provided with and is used for girder is carried out spacing rotating limit assembly.
2. according to the described overhanging type discharging platform of claim 1, it is characterized in that: described limit assembly comprises and is used for the spacing baffle plate of described girder and is used for the fixed head that is fixedly set in girder with baffle plate, described fixed head is fixedly set in described girder, one end of described baffle plate is fixedlyed connected with described fixed head by bolt, the other end is a free end, and described baffle plate can rotate around bolt.
3. according to the described overhanging type discharging platform of claim 2, it is characterized in that: described fixed head also is provided with the locating piece that is used for described baffle plate is carried out rotary spacing.
4. according to the described overhanging type discharging platform of claim 3, it is characterized in that: also comprise the fixture that is used for the girder activity is fixed in the concrete structure.
5. according to the described overhanging type discharging platform of claim 4, it is characterized in that: described fixture is the anchor ring of inverted U-shaped, and the openend of described anchor ring is embedded in the concrete structure and with the steelframe in the concrete structure in advance fixedlys connected.
6. according to the described overhanging type discharging platform of claim 5, it is characterized in that: described girder also is provided with and is used for the oblique draw ring of fixedlying connected with drag-line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012207061680U CN203080934U (en) | 2012-12-19 | 2012-12-19 | Overhanging type discharging platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012207061680U CN203080934U (en) | 2012-12-19 | 2012-12-19 | Overhanging type discharging platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203080934U true CN203080934U (en) | 2013-07-24 |
Family
ID=48826785
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012207061680U Expired - Lifetime CN203080934U (en) | 2012-12-19 | 2012-12-19 | Overhanging type discharging platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203080934U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103993738A (en) * | 2014-05-16 | 2014-08-20 | 江苏省华建建设股份有限公司 | Floor penetrating and anchoring type overhanging unloading steel platform |
| CN110905206A (en) * | 2019-12-31 | 2020-03-24 | 浙江省建设投资集团有限公司 | Overhanging discharging platform with drawing type channel and construction method |
| CN111622514A (en) * | 2020-06-09 | 2020-09-04 | 马鞍山市安顺劳务有限公司 | Working method of unloading platform for building construction |
-
2012
- 2012-12-19 CN CN2012207061680U patent/CN203080934U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103993738A (en) * | 2014-05-16 | 2014-08-20 | 江苏省华建建设股份有限公司 | Floor penetrating and anchoring type overhanging unloading steel platform |
| CN110905206A (en) * | 2019-12-31 | 2020-03-24 | 浙江省建设投资集团有限公司 | Overhanging discharging platform with drawing type channel and construction method |
| CN111622514A (en) * | 2020-06-09 | 2020-09-04 | 马鞍山市安顺劳务有限公司 | Working method of unloading platform for building construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202139833U (en) | Cantilever scaffold for building construction | |
| CN205025074U (en) | Elevator well steel bracing promotes double -deck scaffold operation platform of formula | |
| CN105952133A (en) | Suspended large-span reinforced concrete structure construction steel platform and construction method | |
| CN203080934U (en) | Overhanging type discharging platform | |
| CN203475806U (en) | Tool type anchoring bolt assembly used for fixing shape steel cantilever beam in construction sites | |
| CN103790398A (en) | Large concrete structural body pre-supporting-free demolition method | |
| CN102912981B (en) | Gate type high-rise building connected structure construction device | |
| CN203961281U (en) | Steel bar girder beam form frame and H section steel beam-cast-in-place concrete floor formwork system | |
| CN102785243A (en) | Multi-directional regulating mechanical hand | |
| CN203097253U (en) | Elevator shaft triangular support type formwork platform | |
| CN204238556U (en) | Adjustable overhanging type discharging platform | |
| CN208618838U (en) | A kind of safety device | |
| CN203145430U (en) | Detachable anchor ring structure for fixing cantilever beam | |
| CN109322490A (en) | A kind of material distributing machine and steel platform connection structure of climbing | |
| CN204326490U (en) | A kind of construction of lift well operating platform | |
| CN201722937U (en) | Sliding platform for installation of net rack | |
| CN209780303U (en) | Face limit guard bar and face limit protective screen | |
| CN203961258U (en) | Builder's jack foot guard structure | |
| CN104047418B (en) | The construction method of the exterior coaster of high-rise building roofing truss | |
| CN102587649A (en) | Template profiled bar supporting system of high and large cantilever structure | |
| CN204040442U (en) | A kind of integral lifting elevator hoistways operating platform | |
| CN209369359U (en) | A kind of material distributing machine and steel platform connection structure of climbing | |
| CN103669219B (en) | Many limbs height pier is with sliding construction equipment | |
| CN103276889B (en) | Full hall fastener type steel pipe scaffold anti-side shifting method | |
| CN203795824U (en) | Suspension type fastener scaffold erecting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130724 |
|
| CX01 | Expiry of patent term |