CN202866261U - Operation hanging rack for civil construction - Google Patents
Operation hanging rack for civil construction Download PDFInfo
- Publication number
- CN202866261U CN202866261U CN201220480946.9U CN201220480946U CN202866261U CN 202866261 U CN202866261 U CN 202866261U CN 201220480946 U CN201220480946 U CN 201220480946U CN 202866261 U CN202866261 U CN 202866261U
- Authority
- CN
- China
- Prior art keywords
- hole
- side plate
- wall
- pull bar
- framework
- 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
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to an operation hanging rack for civil construction. The operation hanging rack for the civil construction comprises a draw bar which is embedded in a wall body and an operating platform. The operating platform mainly comprises a framework and a shelf bracket which is connected with the framework, and further comprises a bracket which is fixedly arranged on the draw bar by the aid of fasteners. The bracket includes an inner side plate, an outer side plate and a connecting tube, wherein the inner side plate and the outer side plate are vertical and parallel, the connecting tube is arranged between the inner side plate and the outer side plate, the inner side plate and the outer side plate are respectively provided with a first through hole and a second through hole in a corresponding mode, two ends of the connecting tube are respectively connected with the first through hole and the second through hole, and so that a passage which enables the draw bar to penetrate through is formed by the two ends of the connecting tube together with the first through hole and the second through hole. The operating platform faces toward one side of the wall body and is vertically and fixedly provided with a steel tube in a connecting mode, and the portion which is placed above the joint of the connecting tube in the outer side plate is inserted into the steel tube. The operation hanging rack for the civil construction can well meet the requirements of high and large wall body construction, and has the advantages of being simple in structure, rapid in hoisting, safe and reliable, economical and practical, and the like.
Description
Technical field
The utility model relates to the construction hanging frame field, is specifically related to a kind of civil engineering with operating hanger.
Background technology
Take concrete shear force wall, floor slab structure in main multi storied industrial factory building, many being set up by steel pipe scaffolding of external wall construction platform forms, that its job practices expends is artificial, material, man-hour are more, and the site safety civilized construction also need expend more manpower and materials.Along with the progress of job practices, exterior wall hangs hanger becomes trend as operation platform, how to realize that safe, efficient, the low cost of pylon is the key whether hanger uses.
Simultaneously, because the height of wall segment is higher, body of wall can not once be constructed and be finished, and need to be divided into 2 layers or multilayer and build.When the construction differing heights, the problems such as material is had bad luck, personnel operation space, reinforcing bar template construction are difficult to solve.The operation hanger can provide safe, easy, a reliable job platform for the current layer construction by hanging at construction layer.
The utility model content
The technical problems to be solved in the utility model is: design and provide a kind of simple in structure, promote convenient and swift, safe and reliable operation platform.
The utility model is that the technical scheme that solves the problems of the technologies described above proposition is: a kind of civil engineering is with operating hanger, comprise the pull bar and the operating platform that are embedded on the body of wall, operating platform mainly is comprised of framework and the A-frame that is connected to framework, also comprise by securing member and be fixed on carriage on the pull bar, carriage contain erect and parallel in, outer panel and be located in, tube connector between the outer panel, in, on the outer panel respectively correspondence have first, the second through hole, the two ends of tube connector are connected respectively to first, the second through hole and with first, the second through hole forms the passage that passes for pull bar; Operating platform vertically is fixed with steel pipe towards body of wall one side, and the part that is positioned at top, tube connector junction in the outer panel is plugged into the inside of described steel pipe.
The beneficial effects of the utility model are:
The utility model is by burying pull bar underground and by firm analog bracket on this pull bar at body of wall, operating platform is hung over obtain stable support on the carriage; And along with the carrying out of wall construction, body of wall constantly increases, and hanger of the present utility model is also constantly realized continuous climbing from the bottom to top.The arrangement of the hanger by sustained height realizes the construction of a job step body of wall.The utility model has satisfied the needs of tall and big wall construction preferably, has the characteristics such as simple in structure, that lifting is quick, safe and reliable, economical and practical.
Having improved of technique scheme:
For further improve pull bar and body of wall in conjunction with tightness degree, the part that described pull bar is embedded in the body of wall is bending.
In order further to improve the connective stability of platform: described outer panel is rectangular slab.
In order further to improve working security, be equipped with expanded metal lath on the described framework, be plugged with safety barrier at described framework away from a side of body of wall.
Description of drawings
Below in conjunction with accompanying drawing civil engineering of the present utility model is described further with the load-bearing hanger.
Fig. 1 is the assembling schematic diagram that the operation hanger is used in the utility model civil engineering.
Fig. 2 is the elevation of carriage in the utility model.
Fig. 3 is that the A-A of carriage among Fig. 2 is to sectional drawing.
Fig. 4 is the structural representation that the operation hanger is used in the utility model civil engineering.
The specific embodiment
Embodiment
Civil engineering in the present embodiment is with load-bearing hanger such as Fig. 1, Fig. 2 and shown in Figure 3, comprise a plurality ofly be preset in pull bar 1 on the body of wall, by securing member and the carriage 2 and the operating platform that are fixed on after pull bar 1 is connected on the body of wall.
Wherein, carriage 2 contains erect and parallel interior plate 2.2, outer panel 2.3 and is located at tube connector 2.6 between interior plate 2.2, the outer panel 2.3, on interior plate 2.2, the outer panel 2.3 respectively correspondence have the first through hole 2.5 and the second through hole 2.4, the two ends of tube connector 2.6 are connected respectively to the first through hole 2.5 and the second through hole 2.4 and form the passage that passes for pull bars 1 with the first through hole 2.5 and the second through hole 2.4.Wherein, operating platform mainly is comprised of framework 5 and a plurality of A-frames 4 that are connected to framework 5, and operating platform vertically is fixed with steel pipe 3 towards body of wall one side.Wherein interior plate 2.2, outer panel 2.3 are the steel plates (can certainly be other shapes) that are shaped as rectangle.Be equipped with expanded metal lath on the framework 5, be plugged with safety barrier 6 at framework 5 away from a side of body of wall.
The part that pull bar 1 is embedded in the body of wall is bending.
During use, pull bar 1 should be embedded in the above concrete of C20 intensity, requires to be 400mm according to pull bar 1 length thickness of wall body.Pull bar 1 is embedded on the concrete wall of having constructed below the following 200～300mm of absolute altitude, can come into operation after concrete strength reaches 15MPa.A-frame 4 spacings of pull bar 1 spacing biconditional operation platform should be selected 3m, 4.5m, 6.0m combination according to body of wall length during use.
During construction first floor body of wall, carriage 2 can be bolted with pull bar 1 after concrete strength reaches, then operating platform is mounted to carriage 2 places by tower crane and gets final product, the part that is arranged in top, tube connector 2.6 junctions in the outer panel 2.3 is plugged into the vertical steel duct of operating platform.
Lifting platform can unload nut, carriage 2 when lower one deck scope of operation, is promoted to simultaneously lower one deck pull bar 1 place of burying underground together with platform and retightens.
The above-described embodiment that is not limited to of the present utility model, all employings are equal to replaces the technical scheme that forms, and all drops in the protection domain of the utility model requirement.
Claims (4)
1. a civil engineering is with operating hanger, comprise the pull bar and the operating platform that are embedded on the body of wall, described operating platform mainly is comprised of framework and a plurality of A-frames that are connected to described framework, it is characterized in that: also comprise by securing member being fixed on carriage on the described pull bar, described carriage contain erect and parallel in, outer panel and be located in, tube connector between the outer panel, in described, on the outer panel respectively correspondence have first, the second through hole, the two ends of described tube connector are connected respectively to described first, the second through hole and with first, the second through hole forms the passage that passes for pull bar; Described operating platform is fixed with vertical steel pipe towards body of wall one side, and the part that is positioned at top, tube connector junction in the described outer panel is plugged into the inside of described steel pipe.
2. described civil engineering is characterized in that with operating hanger according to claim 1: the part that described pull bar is embedded in the body of wall is bending.
3. described civil engineering is with operating hanger according to claim 1, and it is characterized in that: described outer panel is rectangular slab.
4. described civil engineering is characterized in that with the operation hanger according to claim 1: be equipped with expanded metal lath on the described framework, be plugged with safety barrier at described framework away from a side of body of wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220480946.9U CN202866261U (en) | 2012-09-20 | 2012-09-20 | Operation hanging rack for civil construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220480946.9U CN202866261U (en) | 2012-09-20 | 2012-09-20 | Operation hanging rack for civil construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202866261U true CN202866261U (en) | 2013-04-10 |
Family
ID=48032988
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220480946.9U Expired - Lifetime CN202866261U (en) | 2012-09-20 | 2012-09-20 | Operation hanging rack for civil construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202866261U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131688A (en) * | 2014-08-21 | 2014-11-05 | 长沙远大住宅工业集团有限公司 | Externally-mounted work platform for fabricated building and method for operating externally-mounted work platform for fabricated building |
| CN106944779A (en) * | 2017-02-07 | 2017-07-14 | 中国核工业第五建设有限公司 | AP1000 steam generator wall support rack mounting devices and method |
| CN109113335A (en) * | 2018-07-10 | 2019-01-01 | 中国二十冶集团有限公司 | Parapet falsework and construction method |
| TWI755948B (en) * | 2020-11-27 | 2022-02-21 | 中興保全科技股份有限公司 | Movable wall hanging bar |
-
2012
- 2012-09-20 CN CN201220480946.9U patent/CN202866261U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131688A (en) * | 2014-08-21 | 2014-11-05 | 长沙远大住宅工业集团有限公司 | Externally-mounted work platform for fabricated building and method for operating externally-mounted work platform for fabricated building |
| CN106944779A (en) * | 2017-02-07 | 2017-07-14 | 中国核工业第五建设有限公司 | AP1000 steam generator wall support rack mounting devices and method |
| CN106944779B (en) * | 2017-02-07 | 2018-06-01 | 中国核工业第五建设有限公司 | AP1000 steam generator wall support rack mounting devices and method |
| CN109113335A (en) * | 2018-07-10 | 2019-01-01 | 中国二十冶集团有限公司 | Parapet falsework and construction method |
| TWI755948B (en) * | 2020-11-27 | 2022-02-21 | 中興保全科技股份有限公司 | Movable wall hanging bar |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US9016025B2 (en) | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure | |
| CN203867216U (en) | Detachable steel frame supporting structure for ultra-high-rise building cantilevered plate | |
| CN103291076A (en) | Multilayer steel truss fragmented reverse hoisting construction method in arc-shaped frame | |
| CN104453197A (en) | High-altitude large-cantilever concrete structure structural steel supporting platform | |
| CN103935911B (en) | Tower crane attached wall supporting construction and construction method thereof | |
| CN201598820U (en) | Single-point suspension external hanging rack | |
| CN202866261U (en) | Operation hanging rack for civil construction | |
| CN206233541U (en) | A kind of interior top external climbing mould bases operation platform for construction of super highrise building | |
| CN205296803U (en) | Elevator automatic lifting operation panel | |
| CN103122691A (en) | Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method | |
| CN202483154U (en) | High bearing capacity suspending scaffold | |
| CN202866262U (en) | Bearing hanging rack for civil construction | |
| CN212336672U (en) | I-steel overhanging bearing frame of basket pull rod for constructional engineering | |
| CN203547125U (en) | Column type overall steel platform hydraulic creeping formwork | |
| CN103112766A (en) | Construction elevator suspending over basement roof of building and construction method thereof | |
| CN103485524B (en) | Corbel type builder's jack and construction when setting up thereof | |
| CN203594247U (en) | Prefabricated assembly type integrated roof self-supporting communication base station | |
| CN212743447U (en) | Reinforced structure that building structure is firm anti collapsing | |
| CN205134921U (en) | Building outer wall concrete constructional column hangs construction platform | |
| CN212406038U (en) | Lower hanging construction platform module of high-altitude large-cantilever steel roof truss | |
| CN204754150U (en) | Dish -type node formula scaffold | |
| CN208056094U (en) | A kind of support system of the tower crane of ceiling plate located underground | |
| CN203022327U (en) | Elevator shaft high-altitude construction platform device | |
| CN208347285U (en) | A kind of construction and decoration high-altitude construction supporting structure | |
| JP4027170B2 (en) | External scaffold device and construction method of external scaffold 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: 20130410 |
|
| CX01 | Expiry of patent term |