CN116623925A - Operation platform for building ultra-high super-span masonry wall and application method thereof - Google Patents
Operation platform for building ultra-high super-span masonry wall and application method thereof Download PDFInfo
- Publication number
- CN116623925A CN116623925A CN202211519570.2A CN202211519570A CN116623925A CN 116623925 A CN116623925 A CN 116623925A CN 202211519570 A CN202211519570 A CN 202211519570A CN 116623925 A CN116623925 A CN 116623925A
- Authority
- CN
- China
- Prior art keywords
- operation platform
- platform
- initial operation
- discharging
- building
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 12
- 239000000463 material Substances 0.000 claims abstract description 22
- 238000007599 discharging Methods 0.000 claims abstract description 18
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
Classifications
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- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/20—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by walls
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/004—Storage and transport racks for scaffolding components
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to the technical field of building construction, in particular to an operation platform for building an ultra-high super-span masonry wall; the system comprises an initial operation platform and discharging platforms arranged on two sides of the initial operation platform, wherein the discharging platforms are connected with the initial operation platform to form a whole; the length of the discharging platform is not less than 0.8 meter, and one discharging platform is arranged every 1.8 meters along the initial operation platform. The method can avoid the problems of untimely material transportation and the like, can greatly save the material transportation problem, improve the working efficiency, can also form running water construction, can not delay the construction due to untimely material, and can not generate safety problems due to excessive stacked materials.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to an operation platform for building an ultra-high super-span masonry wall and a use method thereof.
Background
Currently, in the construction of ultra-high super-span walls, bent frames are generally erected inside and outside the walls, commonly called double bent frames, and then constructors perform construction operation on the walls on the inner side and the outer side of the bent frames. In the process, the masonry material needs to be manually delivered, so that the operation is slow in material transportation and wastes labor, and in the process of material transportation, operators need to repeatedly carry out the ascending action of the load, so that the safety of related operators cannot be guaranteed.
Disclosure of Invention
The invention aims to overcome the defects and provides a novel operation platform and an operation method, which can improve the masonry efficiency of a wall body and the personal safety of operators.
In order to achieve the above object, the present invention is achieved by:
the operation platform for building the ultra-high super-span masonry wall comprises an initial operation platform and discharging platforms arranged on two sides of the initial operation platform, wherein the discharging platforms are connected with the initial operation platform to form a whole; the length of the discharging platform is not less than 0.8 meter, and one discharging platform is arranged every 1.8 meters along the initial operation platform.
The operation platform for building the ultra-high super-span masonry wall comprises: the initial operation platform and the unloading platform comprise a gangway and a wall-connected pipe fastener type scaffold assembly below the gangway.
A method for using an operation platform for building ultra-high super-span masonry walls comprises the following steps of
Step 1, a tower crane is used for lifting building blocks, mortar and auxiliary materials to a discharging platform, wherein the stacking height cannot exceed 2 meters, and two workers on the upper part are responsible for stacking the building blocks.
According to the operation platform provided by the invention, on the basis of an original frame body, the two ends of the operation platform are additionally provided with the 8-meter discharging platforms, the tower crane is used for lifting materials such as building blocks and mortar on the frame body, one material transportation point is arranged at each 1.8 meter interval, two workers at the bottom adopt an electric hoist for transportation, meanwhile, the two workers at the upper part are responsible for stacking the building blocks, the safety coefficient is increased, but the stacking height cannot exceed 2 meters, the safety is influenced by overhigh, the convenience brought by the method is that the workers can avoid the problems of untimely material transportation and the like during construction, the material transportation problem can be greatly saved, the working efficiency is improved, the running water construction can be formed, the construction delay caused by untimely material and the safety problem caused by excessive stacked materials can be avoided.
Drawings
Fig. 1 is a schematic structural diagram of the present operation platform.
Detailed Description
The invention is further illustrated by the following specific examples.
As shown in fig. 1, the operation platform for building the ultra-high super-span masonry wall comprises an initial operation platform and discharge platforms arranged on two sides of the initial operation platform, wherein the discharge platforms are connected with the initial operation platform to form a whole; the length of the discharging platform is not less than 0.8 meter, and one discharging platform is arranged every 1.8 meters along the initial operation platform.
The operation platform for building the ultra-high super-span masonry wall comprises: the initial operation platform and the unloading platform comprise a gangway and a wall-connected pipe fastener type scaffold assembly below the gangway.
A method for using an operation platform for building ultra-high super-span masonry walls comprises the following steps of
Step 1, a tower crane is used for lifting building blocks, mortar and auxiliary materials to a discharging platform, wherein the stacking height cannot exceed 2 meters, and two workers on the upper part are responsible for stacking the building blocks.
According to the operation platform provided by the invention, on the basis of an original frame body, the two ends of the operation platform are additionally provided with the 8-meter discharging platforms, the tower crane is used for lifting materials such as building blocks and mortar on the frame body, one material transportation point is arranged at each 1.8 meter interval, two workers at the bottom adopt an electric hoist for transportation, meanwhile, the two workers at the upper part are responsible for stacking the building blocks, the safety coefficient is increased, but the stacking height cannot exceed 2 meters, the safety is influenced by overhigh, the convenience brought by the method is that the workers can avoid the problems of untimely material transportation and the like during construction, the material transportation problem can be greatly saved, the working efficiency is improved, the running water construction can be formed, the construction delay caused by untimely material and the safety problem caused by excessive stacked materials can be avoided.
Claims (3)
1. An operation platform for building super high super span masonry wall, includes initial operation platform, characterized by: the discharging platforms are arranged on two sides of the initial operation platform and are connected with the initial operation platform to form a whole; the length of the discharging platform is not less than 0.8 meter, and one discharging platform is arranged every 1.8 meters along the initial operation platform.
2. The operating platform for constructing ultra-high super-span masonry walls according to claim 1, wherein: the initial operation platform and the unloading platform comprise a gangway and a wall-connected pipe fastener type scaffold assembly below the gangway.
3. The application method of the operation platform for building the ultra-high super-span masonry wall is characterized by comprising the following steps of: comprising
Step 1, a tower crane is used for lifting building blocks, mortar and auxiliary materials to a discharging platform, wherein the stacking height cannot exceed 2 meters, and two workers on the upper part are responsible for stacking the building blocks.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211519570.2A CN116623925A (en) | 2022-11-30 | 2022-11-30 | Operation platform for building ultra-high super-span masonry wall and application method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211519570.2A CN116623925A (en) | 2022-11-30 | 2022-11-30 | Operation platform for building ultra-high super-span masonry wall and application method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116623925A true CN116623925A (en) | 2023-08-22 |
Family
ID=87637122
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211519570.2A Pending CN116623925A (en) | 2022-11-30 | 2022-11-30 | Operation platform for building ultra-high super-span masonry wall and application method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116623925A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001132274A (en) * | 1999-11-09 | 2001-05-15 | Shimizu Corp | Method and apparatus for constructing steel tower |
| CA2466983A1 (en) * | 2004-05-12 | 2005-11-12 | Iwp Technologies Inc. | Integrated work platform system and method for constructing towers |
| CN204782013U (en) * | 2015-06-11 | 2015-11-18 | 中国建筑第二工程局有限公司 | Construction site platform of unloading |
| CN212359079U (en) * | 2020-04-26 | 2021-01-15 | 广东电白二建集团有限公司 | Climbing type scaffold wood pattern system unloading platform |
-
2022
- 2022-11-30 CN CN202211519570.2A patent/CN116623925A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001132274A (en) * | 1999-11-09 | 2001-05-15 | Shimizu Corp | Method and apparatus for constructing steel tower |
| CA2466983A1 (en) * | 2004-05-12 | 2005-11-12 | Iwp Technologies Inc. | Integrated work platform system and method for constructing towers |
| CN204782013U (en) * | 2015-06-11 | 2015-11-18 | 中国建筑第二工程局有限公司 | Construction site platform of unloading |
| CN212359079U (en) * | 2020-04-26 | 2021-01-15 | 广东电白二建集团有限公司 | Climbing type scaffold wood pattern system unloading platform |
Non-Patent Citations (3)
| Title |
|---|
| 刘琼: "悬挑式卸料平台安全性研究", 价值工程, no. 30, pages 105 - 106 * |
| 胡永红 等: "外墙砌体随同爬架同步施工方法的实践与探讨", 安徽建筑, no. 01, pages 65 - 66 * |
| 黄俊等: "大洞口贝雷架高空支模平台关键施工技术", 施工技术, vol. 49, no. 2, pages 84 - 86 * |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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