CN202767488U - Steel pipe fastener hanging type handling frame - Google Patents
Steel pipe fastener hanging type handling frame Download PDFInfo
- Publication number
- CN202767488U CN202767488U CN 201220358973 CN201220358973U CN202767488U CN 202767488 U CN202767488 U CN 202767488U CN 201220358973 CN201220358973 CN 201220358973 CN 201220358973 U CN201220358973 U CN 201220358973U CN 202767488 U CN202767488 U CN 202767488U
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- handling frame
- steel tube
- steel pipe
- type handling
- roof
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- Expired - Fee Related
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Abstract
The utility model discloses a steel pipe fastener hanging type handling frame which is formed by a steel pipe fastener and a hanging frame, wherein the steel pipe fastener is wrapped on a roof spandrel girder, and the hanging frame is hung under the steel pipe fastener. The steel pipe fastener hanging type handling frame solves the problem that a floor type scaffold needs to consume a large amount of revolving materials such as steel pipes and fasteners, space is not occupied, construction of other processes is not interfered, and construction period can be shortened. The steel pipe fastener hanging type handling frame is suitable for the conditions that the handling frame is relatively higher than the ground, the span is relatively large, and construction period is limited; and the steel pipe fastener hanging type handling frame is suitable for projects of decoration and installation and the like for a roof structure which does not enable an all-round scaffold to be set up conveniently.
Description
Technical field
The utility model relates to building materials field, relates to specifically a kind of steel tube fastener suspension type handling frame in this field.
Background technology
Progress along with society, people have not only only valued the use function of building, various handsome in appearance, the building that meets people's aesthetic requirement constantly occurs, this has just produced Secretary to traditional construction techniques and apparatus, the architecture construction of finishing various unconventional moulding that how can high-speed high-quality.
The building of large span, big area roof for example, traditional method is to set up the full hall scaffold that lands when construction overhead illumination, air-conditioning, monitoring, fire-fighting, drainage system against rain, furred ceiling, as adopt traditional full hall scaffold, can cause larger restriction to the duration of a project, and the circulation material that takies is many, cost is higher.
The utility model content
Technical problem to be solved in the utility model just provides a kind of steel tube fastener suspension type handling frame.
The utility model adopts following technical scheme:
A kind of steel tube fastener suspension type handling frame, this handling frame is comprised of the hanger bracket that is coated on the steel tube fastener on the roof-bearing beam and be suspended under it;
Wherein steel tube fastener comprises the cross tube that is laid on roof-bearing back end, two vertical cross bars that each above-mentioned cross tube both ends are linked together respectively, montant is installed in intersection area at cross tube and vertical cross bar, oblique bracing piece is installed between two montants in the end, at the sheer pole of roof-bearing beam bottom setting with top cross tube equal number, these sheer poles are fixedly connected with montant respectively by two securing rods;
Hanger bracket comprises and the little cross bar of roof-bearing back end cross tube equal number, and these little cross bars are fixedly connected with montant respectively by two legers.
Further, between the securing rod and leger of each side of handling frame, equally spaced distribution two root guard bars all.
Further, lay wooden scaffold floor at little cross bar.
Further, at the close order safety net of the inboard colligation of each montant.
Further, hang safety net in the bottom of hanger bracket.
The beneficial effects of the utility model are:
Steel tube fastener suspension type handling frame disclosed in the utility model, the scaffold of having avoided landing need to consume the problem that a large amount of steel pipes, fastener etc. have enough to meet the need materials, and occupied ground does not hinder the construction of other operation, can the reduction of erection time.Be applicable to that operating surface is higher apart from ground level, span is large, the duration is tight, is not easy to set up the engineerings such as finishing, installation of the roof structure of full hall scaffold.
Description of drawings
Fig. 1 is the syndeton left view of the utility model embodiment 1 disclosed steel tube fastener suspension type handling frame;
Fig. 2 is the syndeton stereogram of the utility model embodiment 1 disclosed steel tube fastener suspension type handling frame.
The specific embodiment
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explaining the utility model, and be not used in restriction the utility model.
Embodiment 1, and such as Fig. 1, shown in 2, the present embodiment discloses a kind of steel tube fastener suspension type handling frame, and this handling frame is comprised of the hanger bracket that is coated on the steel tube fastener on the roof-bearing beam and be suspended under it;
Wherein steel tube fastener comprises the cross tube 1 that is laid on roof-bearing back end, two vertical cross bars 2 that each above-mentioned cross tube both ends are linked together respectively, montant 3 is installed in intersection area at cross tube and vertical cross bar, oblique bracing piece 4 is installed between two montants in the end, at the sheer pole 5 of roof-bearing beam bottom setting with top cross tube equal number, these sheer poles are fixedly connected with montant respectively by two securing rods 6;
Hanger bracket comprises and the little cross bar 7 of roof-bearing back end cross tube equal number, and these little cross bars are fixedly connected with montant respectively by two legers 8.Between the securing rod and leger of each side of handling frame, equally spaced distribution two root guard bars 9 all.Lay wooden scaffold floor at little cross bar.At the close order safety net of the inboard colligation of each montant.Bottom at hanger bracket hangs safety net.
Claims (5)
1. steel tube fastener suspension type handling frame is characterized in that: this handling frame is comprised of the hanger bracket that is coated on the steel tube fastener on the roof-bearing beam and be suspended under it;
Wherein steel tube fastener comprises the cross tube that is laid on roof-bearing back end, two vertical cross bars that each above-mentioned cross tube both ends are linked together respectively, montant is installed in intersection area at cross tube and vertical cross bar, oblique bracing piece is installed between two montants in the end, at the sheer pole of roof-bearing beam bottom setting with top cross tube equal number, these sheer poles are fixedly connected with montant respectively by two securing rods;
Hanger bracket comprises and the little cross bar of roof-bearing back end cross tube equal number, and these little cross bars are fixedly connected with montant respectively by two legers.
2. steel tube fastener suspension type handling frame according to claim 1 is characterized in that: between the securing rod and leger of each side of handling frame, and equally spaced distribution two root guard bars all.
3. steel tube fastener suspension type handling frame according to claim 1 is characterized in that: lay wooden scaffold floor at little cross bar.
4. steel tube fastener suspension type handling frame according to claim 1 is characterized in that: at the close order safety net of the inboard colligation of each montant.
5. steel tube fastener suspension type handling frame according to claim 1 is characterized in that: at the bottom of hanger bracket extension safety net.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220358973 CN202767488U (en) | 2012-07-23 | 2012-07-23 | Steel pipe fastener hanging type handling frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220358973 CN202767488U (en) | 2012-07-23 | 2012-07-23 | Steel pipe fastener hanging type handling frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202767488U true CN202767488U (en) | 2013-03-06 |
Family
ID=47774071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220358973 Expired - Fee Related CN202767488U (en) | 2012-07-23 | 2012-07-23 | Steel pipe fastener hanging type handling frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202767488U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103590596A (en) * | 2013-09-10 | 2014-02-19 | 中建钢构有限公司北京分公司 | Security and prevention integrated hanger used for inverted-triangle ridge elevation angle vertical welding |
| CN104878867A (en) * | 2015-05-21 | 2015-09-02 | 中国建筑第二工程局有限公司 | Integrated structure of ceiling keel and double-layer construction platform and manufacturing method thereof |
| CN105298099A (en) * | 2015-11-17 | 2016-02-03 | 中国建筑第八工程局有限公司 | Modular suspension type steel tube fastener scaffold operating platform and erecting method thereof |
| CN105569326A (en) * | 2015-03-16 | 2016-05-11 | 中国建筑第四工程局有限公司 | Handling frame without support and exterior wall construction method thereof |
| CN109252675A (en) * | 2018-11-02 | 2019-01-22 | 中铁二十三局集团第二工程有限公司 | Back-covered construction method and back-covered the construction cape of aluminum strip plate furred ceiling |
| CN110409784A (en) * | 2019-07-09 | 2019-11-05 | 中国建筑第八工程局有限公司 | The very useful operating platform of beam string formula daylighting and its construction method |
| CN113550550A (en) * | 2021-06-30 | 2021-10-26 | 重庆建工第三建设有限责任公司 | Overhanging unit type scaffold convenient to assemble and disassemble |
| CN115162350A (en) * | 2022-07-07 | 2022-10-11 | 中国华冶科工集团有限公司 | Supporting system and supporting method for cantilever beam plate under condition of vertical support of ultra-deep foundation pit |
-
2012
- 2012-07-23 CN CN 201220358973 patent/CN202767488U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103590596A (en) * | 2013-09-10 | 2014-02-19 | 中建钢构有限公司北京分公司 | Security and prevention integrated hanger used for inverted-triangle ridge elevation angle vertical welding |
| CN105569326A (en) * | 2015-03-16 | 2016-05-11 | 中国建筑第四工程局有限公司 | Handling frame without support and exterior wall construction method thereof |
| CN104878867A (en) * | 2015-05-21 | 2015-09-02 | 中国建筑第二工程局有限公司 | Integrated structure of ceiling keel and double-layer construction platform and manufacturing method thereof |
| CN105298099A (en) * | 2015-11-17 | 2016-02-03 | 中国建筑第八工程局有限公司 | Modular suspension type steel tube fastener scaffold operating platform and erecting method thereof |
| CN109252675A (en) * | 2018-11-02 | 2019-01-22 | 中铁二十三局集团第二工程有限公司 | Back-covered construction method and back-covered the construction cape of aluminum strip plate furred ceiling |
| CN110409784A (en) * | 2019-07-09 | 2019-11-05 | 中国建筑第八工程局有限公司 | The very useful operating platform of beam string formula daylighting and its construction method |
| CN113550550A (en) * | 2021-06-30 | 2021-10-26 | 重庆建工第三建设有限责任公司 | Overhanging unit type scaffold convenient to assemble and disassemble |
| CN115162350A (en) * | 2022-07-07 | 2022-10-11 | 中国华冶科工集团有限公司 | Supporting system and supporting method for cantilever beam plate under condition of vertical support of ultra-deep foundation pit |
| CN115162350B (en) * | 2022-07-07 | 2024-04-16 | 中国华冶科工集团有限公司 | Support system and support method for cantilever beam plate under ultra-deep foundation pit vertical support condition |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: QINGDAO DONGYA DECORATION CO., LTD. Free format text: FORMER OWNER: QINGDAO EAST ASIA BUILDING DECORATION CO., LTD. Effective date: 20131217 Free format text: FORMER OWNER: QINGDAO JIANAN CONSTRUCTION GROUP CO., LTD. Effective date: 20131217 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 266021 QINGDAO, SHANDONG PROVINCE TO: 266071 QINGDAO, SHANDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20131217 Address after: 266071 Shandong Province, Qingdao city Shandong Road No. 16 building sunshine TAIDING Patentee after: QINGDAO DONGYA DECORATION CO., LTD. Address before: 266021 Shandong province Qingdao City, Caoxian Road No. 1 Patentee before: Qingdao Dongya Construction Decoration Co., Ltd. Patentee before: Qingdao Jianan Construction Group Co., Ltd. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 266071 Shandong Province, Qingdao city Shandong Road No. 16 building sunshine TAIDING Patentee after: East Asia decoration limited company Address before: 266071 Shandong Province, Qingdao city Shandong Road No. 16 building sunshine TAIDING Patentee before: QINGDAO DONGYA DECORATION CO., LTD. |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20161130 Address after: 266011 Shandong province Qingdao City, Shandong Road No. 168 Patentee after: Qingdao Jianan Construction Group Co., Ltd. Address before: 266071 Shandong Province, Qingdao city Shandong Road No. 16 building sunshine TAIDING Patentee before: East Asia decoration limited company |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130306 Termination date: 20170723 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |