CN204626998U - A kind of attached lift scaffold discharging platform - Google Patents
A kind of attached lift scaffold discharging platform Download PDFInfo
- Publication number
- CN204626998U CN204626998U CN201520217745.3U CN201520217745U CN204626998U CN 204626998 U CN204626998 U CN 204626998U CN 201520217745 U CN201520217745 U CN 201520217745U CN 204626998 U CN204626998 U CN 204626998U
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- CN
- China
- Prior art keywords
- hanger
- discharging platform
- attached lift
- guardrail
- lift scaffold
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- 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.)
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Abstract
The utility model discloses a kind of attached lift scaffold discharging platform, comprise discharging platform, the side of described discharging platform is provided with guardrail, described guardrail bottom is respectively equipped with the first hanger and the second hanger, described discharging platform is fixedly connected with flexible pedestal joint near building side, described flexible pedestal joint bottom is provided with support, described first hanger and the second hanger respectively by rope and servomotor pull bar respectively with on the montant of building wall and scaffold.The utility model is fixed by flexible pedestal joint and hanger and building, unsnatches material and can be promoted to a floor and again carry out discharging.The utility model structure is simple, reasonable in design, simplifies operation procedure, have safe and reliable, save time, improve the advantages such as operating efficiency, be applicable to applying.
Description
Technical field
The utility model relates to a kind of architecture construction device, is specifically related to a kind of attached lift scaffold discharging platform.
Background technology
In building construction process, the template of constructure body structure structure at all levels and required material, be all through discharging platform and carry out transfer.Traditional discharging platform is monolithic, its weak point is: after the circulation material of certain one deck has been transported, with tower crane overall discharging platform removed and handling to ground, until last layer face need unload use material time, more overall discharging platform tower crane is lifted into last layer installation.Often go up an aspect, all repeat such running.Along with the rising of building floor, unsafe risk can be increased, and lengthen the time of at every turn hanging dismounting, thus affect construction period.
Utility model content
Utility model object: the purpose of this utility model is to solve deficiency of the prior art, provides one can with lifting false work synchronization lifting, safe and reliable, has saved the attached lift scaffold discharging platform of discharge time.
Technical scheme: a kind of attached lift scaffold discharging platform described in the utility model, comprise discharging platform, the side of described discharging platform is provided with guardrail, described guardrail bottom is respectively equipped with the first hanger and the second hanger, described discharging platform is fixedly connected with flexible pedestal joint near building side, described flexible pedestal joint bottom is provided with support, described first hanger and the second hanger are connected with building wall respectively by rope, described first hanger and the second hanger are also connected with the montant of scaffold respectively by servomotor pull bar, described guardrail is also provided with limit for tonnage alarm lamp.
As optimization, described guardrail is located at wherein three sides of described discharging platform.
As optimization, the height of described guardrail is 0.5-2 rice.
As optimization, the hanger quantity of described first hanger is 2-4.
As optimization, the hanger quantity of described second hanger is 1-2.
As optimization, the scaffolding steel pipe in described support and building carries out offseting fixing.
As optimization, the maximal regulated length of described flexible pedestal joint is 1800mm.
Beneficial effect: the utility model structure is simple, reasonable in design, simplifies operation procedure, have safe and reliable, save time, improve the advantages such as operating efficiency, be applicable to applying.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
A kind of attached lift scaffold discharging platform as shown in Figure 1, comprise discharging platform 1, the side of described discharging platform 1 is provided with guardrail 2, the first hanger 3 and the second hanger 4 is respectively equipped with bottom described guardrail 2, described discharging platform 1 is fixedly connected with flexible pedestal joint 5 near building side, support 6 is provided with bottom described flexible pedestal joint 5, described first hanger 3 and the second hanger 4 are connected with building wall respectively by rope, described first hanger 3 and the second hanger 4 are also connected with the montant of scaffold respectively by servomotor pull bar, described guardrail 2 is also provided with limit for tonnage alarm lamp 7, exceed limit for tonnage weight then to report to the police.
As the further optimization of technique scheme, described guardrail 2 is located at wherein three sides of described discharging platform 1, does not establish guardrail near the side of building.The height of described guardrail 2 is 0.5-2 rice, can ensure maximum stacks as high under the prerequisite ensureing discharging platform maximum capacity weight.The hanger quantity of described first hanger 3 is 2-4, and the hanger quantity of described second hanger 4 is 1-2, and the quantity of the first hanger is greater than the quantity of the second hanger, because the load capacity of the first hanger is greater than the load capacity of the second hanger when tilting to rise.Described support 6 and the scaffolding steel pipe in building carry out offseting fixing.The maximal regulated length of described flexible pedestal joint 5 is 1800mm.
Use procedure of the present utility model as shown in Figure 2, first two wire rope A are fixed on building wall, and are connected with scaffold montant with servomotor pull bar B, and regulate expansion coupling to constructure ground, and be fixed with bolt, now carry out discharging work.After rampman completes, wire rope A and last layer metope are fixed, and two servomotor pull bar B are fixed on the vertical steel pipe of scaffold simultaneously, rise with steel pipe.Be reduced to by expansion coupling on the steelframe in scaffold face, now whole material platform is tilted 180 ° by wire rope B, completes vertical motion simultaneously.
Claims (7)
1. an attached lift scaffold discharging platform, it is characterized in that: comprise discharging platform (1), the side of described discharging platform (1) is provided with guardrail (2), described guardrail (2) bottom is respectively equipped with the first hanger (3) and the second hanger (4), described discharging platform (1) is fixedly connected with flexible pedestal joint (5) near building side, described flexible pedestal joint (5) bottom is provided with support (6), described first hanger (3) and the second hanger (4) are connected with building wall respectively by rope, described first hanger (3) and the second hanger (4) are also connected with the montant of scaffold respectively by servomotor pull bar, described guardrail (2) is also provided with limit for tonnage alarm lamp (7).
2. a kind of attached lift scaffold discharging platform according to claim 1, is characterized in that: described guardrail (2) is located at wherein three sides of described discharging platform (1).
3. a kind of attached lift scaffold discharging platform according to claim 1 and 2, is characterized in that: the height of described guardrail (2) is 0.5-2 rice.
4. a kind of attached lift scaffold discharging platform according to claim 1, is characterized in that: the hanger quantity of described first hanger (3) is 2-4.
5. a kind of attached lift scaffold discharging platform according to claim 1, is characterized in that: the hanger quantity of described second hanger (4) is 1-2.
6. a kind of attached lift scaffold discharging platform according to claim 1, is characterized in that: the scaffolding steel pipe in described support (6) and building carries out offseting fixing.
7. a kind of attached lift scaffold discharging platform according to claim 1, is characterized in that: the maximal regulated length of described flexible pedestal joint (5) is 1800mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520217745.3U CN204626998U (en) | 2015-04-13 | 2015-04-13 | A kind of attached lift scaffold discharging platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520217745.3U CN204626998U (en) | 2015-04-13 | 2015-04-13 | A kind of attached lift scaffold discharging platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204626998U true CN204626998U (en) | 2015-09-09 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520217745.3U Expired - Fee Related CN204626998U (en) | 2015-04-13 | 2015-04-13 | A kind of attached lift scaffold discharging platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204626998U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908982A (en) * | 2016-06-21 | 2016-08-31 | 江苏省华建建设股份有限公司 | Overhung discharging platform tool type load limiting support |
| CN106499196A (en) * | 2016-10-31 | 2017-03-15 | 中国冶集团有限公司 | High building material transfer device |
| CN107795133A (en) * | 2017-11-30 | 2018-03-13 | 中建四局第六建筑工程有限公司 | A kind of monoblock type shielded frame platform and its construction method |
| CN112177304A (en) * | 2020-09-17 | 2021-01-05 | 湖北森锐建筑工程有限公司 | Scaffold with platform of unloading |
-
2015
- 2015-04-13 CN CN201520217745.3U patent/CN204626998U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908982A (en) * | 2016-06-21 | 2016-08-31 | 江苏省华建建设股份有限公司 | Overhung discharging platform tool type load limiting support |
| CN105908982B (en) * | 2016-06-21 | 2018-01-23 | 江苏省华建建设股份有限公司 | A kind of overhanging unloading platform tool-type limit for tonnage support |
| CN106499196A (en) * | 2016-10-31 | 2017-03-15 | 中国冶集团有限公司 | High building material transfer device |
| CN107795133A (en) * | 2017-11-30 | 2018-03-13 | 中建四局第六建筑工程有限公司 | A kind of monoblock type shielded frame platform and its construction method |
| CN107795133B (en) * | 2017-11-30 | 2024-03-22 | 中建四局第六建筑工程有限公司 | Integral protective frame platform and construction method thereof |
| CN112177304A (en) * | 2020-09-17 | 2021-01-05 | 湖北森锐建筑工程有限公司 | Scaffold with platform of unloading |
| CN112177304B (en) * | 2020-09-17 | 2022-04-01 | 湖北森锐建筑工程有限公司 | Scaffold with platform of unloading |
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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: 20150909 Termination date: 20180413 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |