CN204112739U - A kind of tower crane high-altitude mounting or dismounting operation caisson type operating platform - Google Patents
A kind of tower crane high-altitude mounting or dismounting operation caisson type operating platform Download PDFInfo
- Publication number
- CN204112739U CN204112739U CN201420513619.8U CN201420513619U CN204112739U CN 204112739 U CN204112739 U CN 204112739U CN 201420513619 U CN201420513619 U CN 201420513619U CN 204112739 U CN204112739 U CN 204112739U
- Authority
- CN
- China
- Prior art keywords
- iron
- angle steel
- horizontal
- tower crane
- stifled
- 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
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 61
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 41
- 239000010959 steel Substances 0.000 claims abstract description 41
- 229910052742 iron Inorganic materials 0.000 claims abstract description 25
- 238000003466 welding Methods 0.000 claims abstract description 11
- 239000007787 solid Substances 0.000 claims abstract description 7
- 230000001681 protective effect Effects 0.000 claims abstract description 6
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 5
- 230000035807 sensation Effects 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000018199 S phase Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
Landscapes
- Jib Cranes (AREA)
Abstract
The utility model discloses a kind of tower crane high-altitude mounting or dismounting operation caisson type operating platform, two longitudinal i iron solid weldings at a distance of certain intervals block up shear wall top at Core Walls Structure two, and the horizontal i iron of the six roots of sensation is arranged in the middle of two stifled shear walls between two and outside is welded with two longitudinal i iron form the main stress frame of box-shaped operating desk by being added junction steel plate; Vertical, horizontal i iron part outside two stifled shear walls is welded with four vertical angle steel respectively and is formed outside sinking box frame, and the vertical, horizontal i iron part in the middle of two stifled shear walls is welded with equally distributed three vertical angle steel and formed middle sinking box frame; The vertical angle steel of three sinking box frames welds horizontal angle steel in bottom along short and forms load bearing frame, and checkered steel plate is layed on load bearing frame, and three sinking box frame surrounding weldering intrinsic protection reinforcing bars and protection baseboard form protective guard.Set up compared with scaffold operation with traditional, the utility model saving of labor, economize material, fixing simple, mounting or dismounting are convenient, and security performance is high.
Description
Technical field
The utility model relates to the realm of building construction, is specifically related to a kind of tower crane high-altitude mounting or dismounting operation operating platform.
Background technology
In high-rise, construction of super highrise building process, can run into and manyly face limit operation or the work high above the ground situation without operating platform.After certain high building engineering core wall structure has been constructed, be satisfied construction needs, need at Core Walls Structure shear wall placed on top ZSL750 tower crane, tower crane embedded part and suspension column are placed in shear wall top.Now Core Walls Structure top is without any structure except shear wall, and the operations such as tower crane welding, standard knot lifting are without operating platform, and wherein Partial Jobs belongs to hanging operation, causes great difficulty to the installation of tower crane, welding.Traditional set up scaffold operation if adopted, not only difficulty of construction is large, and needs higher cost and comparatively farm labourer's phase, and safety factor is low simultaneously, and during welding, wind-proof shed sets up difficulty, as easy as rolling off a logly leads to security incident.
Summary of the invention
For above-mentioned existing problems, the utility model is intended to utilize Core Walls Structure shear wall, constructs the operating platform that is applicable to the installation and removal operation of tower crane high-altitude, and saving of labor, province's material when this operating platform manufactures, fixing simple during use, mounting or dismounting are convenient, and security performance is high.
The purpose of this utility model is achieved through the following technical solutions: a kind of tower crane high-altitude mounting or dismounting operation caisson type operating platform, comprise longitudinal i iron, horizontal i iron, vertical angle steel, horizontal angle steel, checkered steel plate and protective guard, two longitudinal i iron at a distance of certain intervals block up shear wall top by built-in fitting solid welding at Core Walls Structure two, and the horizontal i iron of the six roots of sensation is arranged in the middle of two stifled shear walls between two and outside is welded with two longitudinal i iron form the main stress frame of box-shaped operating desk by being added junction steel plate; Vertical, horizontal i iron part outside two stifled shear walls is welded with four vertical angle steel respectively and is formed outside sinking box frame, and the vertical, horizontal i iron part in the middle of two stifled shear walls is welded with equally distributed three vertical angle steel and formed middle sinking box frame; The vertical angle steel of three sinking box frames welds horizontal angle steel in bottom along short and forms load bearing frame, and checkered steel plate is layed on load bearing frame, and three sinking box frame surrounding weldering intrinsic protection reinforcing bars and protection baseboard form protective guard.
Described operating platform also comprises the similar bight outrigger platform of a structure, and this bight outrigger platform is together with the solid welding of an outside sinking casing.
Described two longitudinal i iron end faces are provided with hanger.
The length of described vertical angle steel approximates 1.3m.
The utility model utilizes Core Walls Structure shear wall as two strong points laying operating platform, act on shear wall with two i iron, i iron and shear wall are welded together by built-in fitting, form fulcrum force, be built into caisson type operating platform on this basis, it is skillfully constructed.Set up compared with scaffold operation with traditional, the utility model saving of labor, economize material, fixing simple, mounting or dismounting are convenient, and security performance is high.
Accompanying drawing explanation
Fig. 1 is the utility model layout schematic diagram.
Fig. 2 is the A-A cross-sectional schematic of Fig. 1.
Fig. 3 is i iron of the present utility model and shear wall syndeton schematic diagram.
Fig. 4 is i iron of the present utility model, vertical angle steel and horizontal angle steel syndeton schematic diagram.
In figure: the longitudinal i iron of 1-, the horizontal i iron of 2-, the vertical angle steel of 3-, 4-checkered steel plate, 5-Core Walls Structure shear wall, 6-tower crane suspension column, the horizontal angle steel of 7-, 8-hanger, 9-protects reinforcing bar, and 10-protects baseboard, and 11-adds junction steel plate, and 12-shear wall is connected built-in fitting with i iron; I-outside box-shaped operating desk, II-middle box-shaped operating desk II, III-bight outrigger platform.
Detailed description of the invention
Hereinafter, with reference to the accompanying drawings of embodiment of the present utility model.
See Fig. 1 to Fig. 4, in the present embodiment, two longitudinal i iron 1 at a distance of 1.6m are connected the top of built-in fitting 12 solid welding at two stifled Core Walls Structure shear walls 5 by shear wall with i iron, the horizontal i iron 2 of the six roots of sensation is arranged in the middle of two stifled shear walls 5 and outsides between two, to be welded form the main stress frame of box-shaped operating desk by additional junction steel plate 11 with two longitudinal i iron 1, indulging outside two stifled shear walls, horizontal i iron part respectively angle steel 3 vertical with four welds the identical outside sinking box frame of formation two, indulging in the middle of two stifled shear walls, horizontal i iron part is welded with equally distributed three vertical angle steel and is formed middle sinking box frame, vertical angle steel sinking length is about 1.3m, the vertical angle steel 3 of three sinking box frames welds horizontal angle steel 7 in bottom along short and forms load bearing frame, checkered steel plate 4 is layed on load bearing frame, three sinking box frame surrounding weldering intrinsic protection reinforcing bars 9 and protection baseboard 10 form protective guard, the outside box-shaped operating desk I that formation two is identical thus and a middle box-shaped operating desk II.Install for ease of upper left corner tower crane suspension column 6 and weld (see figure 1), setting up a bight outrigger platform III similar to outside box-shaped operating desk structure, together with the outside sinking casing solid welding on top.Two longitudinal i iron end faces are respectively equipped with hanger 8.
During the utility model embody rule, should according to site operation needs, calculating operation platform bears various load, and calculate according to load, select the specifications and models of the materials such as i iron, angle steel, checkered steel plate, calculate weld seam form, length, then carry out assembly welding on ground, make it into as a whole, finally
With tower crane, operating platform lifting to assigned address is completed installation fixing.
Claims (4)
1. a tower crane high-altitude mounting or dismounting operation caisson type operating platform, comprise longitudinal i iron, horizontal i iron, vertical angle steel, horizontal angle steel, checkered steel plate and protective guard, it is characterized in that, two longitudinal i iron at a distance of certain intervals block up shear wall top by built-in fitting solid welding at Core Walls Structure two, and the horizontal i iron of the six roots of sensation is arranged in the middle of two stifled shear walls between two and outside is welded with two longitudinal i iron form the main stress frame of box-shaped operating desk by being added junction steel plate; Vertical, horizontal i iron part outside two stifled shear walls is welded with four vertical angle steel respectively and is formed outside sinking box frame, and the vertical, horizontal i iron part in the middle of two stifled shear walls is welded with equally distributed three vertical angle steel and formed middle sinking box frame; The vertical angle steel of three sinking box frames welds horizontal angle steel in bottom along short and forms load bearing frame, and checkered steel plate is layed on load bearing frame, and three sinking box frame surrounding weldering intrinsic protection reinforcing bars and protection baseboard form protective guard.
2. tower crane high-altitude mounting or dismounting operation caisson type operating platform according to claim 1, it is characterized in that, it also comprises the similar bight outrigger platform of a structure, and described bight outrigger platform is together with the solid welding of an outside sinking casing.
3. tower crane high-altitude mounting or dismounting operation caisson type operating platform according to claim 1, it is characterized in that, described two longitudinal i iron end faces are provided with hanger.
4. tower crane high-altitude mounting or dismounting operation caisson type operating platform according to claim 1, it is characterized in that, the length of described vertical angle steel is about 1.3m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420513619.8U CN204112739U (en) | 2014-09-09 | 2014-09-09 | A kind of tower crane high-altitude mounting or dismounting operation caisson type operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420513619.8U CN204112739U (en) | 2014-09-09 | 2014-09-09 | A kind of tower crane high-altitude mounting or dismounting operation caisson type operating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204112739U true CN204112739U (en) | 2015-01-21 |
Family
ID=52330065
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420513619.8U Expired - Fee Related CN204112739U (en) | 2014-09-09 | 2014-09-09 | A kind of tower crane high-altitude mounting or dismounting operation caisson type operating platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204112739U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108454465A (en) * | 2018-05-30 | 2018-08-28 | 宝鸡中车时代工程机械有限公司 | The subway contact net upkeep operation platform of included sink deck |
-
2014
- 2014-09-09 CN CN201420513619.8U patent/CN204112739U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108454465A (en) * | 2018-05-30 | 2018-08-28 | 宝鸡中车时代工程机械有限公司 | The subway contact net upkeep operation platform of included sink deck |
| CN108454465B (en) * | 2018-05-30 | 2024-03-19 | 宝鸡中车时代工程机械有限公司 | Subway contact net overhauling operation platform with sinking platform |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203654299U (en) | Steel support loose end | |
| CN203905425U (en) | Elevator shaft construction tool type operation platform and safety protection integrated structure | |
| CN207314904U (en) | A kind of C-type steel structure of ruggedized construction | |
| CN203271096U (en) | Operating platform | |
| CN204112739U (en) | A kind of tower crane high-altitude mounting or dismounting operation caisson type operating platform | |
| CN204040515U (en) | Cat ladder | |
| CN206616765U (en) | Large span is without depending on huge bandy truss pull bar | |
| CN104018586A (en) | Connecting device for steel structure column and steel structure column | |
| CN204152527U (en) | The combined type preliminary bracing system of wall multiple-arch tunnel in implicit expression | |
| CN203334643U (en) | Tower crane standard knot and structural steel combination high-altitude large-span operation frame device | |
| CN203684102U (en) | Prefabricated girder support system erected at the junction span of the ramp bridge and the main line bridge | |
| CN204738446U (en) | Prefabricated restraint concrete shear force wall wallboard | |
| CN208280636U (en) | A kind of elevator well safety device | |
| CN206467789U (en) | A kind of light steel wall and steel column magnetic connecting structure | |
| CN204703542U (en) | The assembled passage of a kind of Construction of Steel Structure regularization | |
| CN203795824U (en) | Suspension type fastener scaffold erecting device | |
| CN204199691U (en) | A kind of handrail formwork for placing structure of spiral stairs | |
| CN203393721U (en) | Inner support main purlin component | |
| CN203961300U (en) | Tool-type passage | |
| CN108483284B (en) | A kind of derrick crane base steel plinth suspension installation method | |
| CN208361754U (en) | A kind of derrick crane base steel plinth suspension mounting structure | |
| CN202181728U (en) | Foundation reinforcing bar non-connector construction structure for shear wall and attached-wall column | |
| CN204676863U (en) | elevator shaft operating platform | |
| CN204754242U (en) | Shear force wall horizontal ladder muscle three-dimensional positioner | |
| CN206279539U (en) | Assembled equalizer bar foundation pit support system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150121 Termination date: 20180909 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |