CN201649604U - I-steel overhanging type scaffold for floor corner construction - Google Patents
I-steel overhanging type scaffold for floor corner construction Download PDFInfo
- Publication number
- CN201649604U CN201649604U CN2010201400174U CN201020140017U CN201649604U CN 201649604 U CN201649604 U CN 201649604U CN 2010201400174 U CN2010201400174 U CN 2010201400174U CN 201020140017 U CN201020140017 U CN 201020140017U CN 201649604 U CN201649604 U CN 201649604U
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- rod member
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- tilted
- vertical bar
- transverse bar
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Abstract
The utility model discloses an I-steel overhanging type scaffold for floor corner construction, comprising a crossed corner-shaped scaffold I, a crossed corner-shaped scaffold II, a vertical rod member III, an inclined rod member I, a transverse rod member III and an inclined rod member II, wherein the crossed corner-shaped scaffold I is distributed on the outer side of the corner of a construction floor and consists of a vertical rod member I and a transverse rod member I; the crossed corner-shaped scaffold II consists of a vertical rod member II and a transverse rod member II; the vertical rod member III and the inclined rod member I are respectively connected with the transverse rod member I and the transverse rod member II; the transverse rod member III and the inclined rod member II are respectively connected with the vertical rod member I and the vertical rod member II; the crossed corner-shaped scaffold I is distributed under the outer side of the crossed corner-shaped scaffold I; the vertical rod member III and the transverse rod member III form a crossed corner-shaped scaffold III; and the crossed corner-shaped scaffold III respectively forms a square construction frame with the crossed corner-shaped scaffold I and the crossed corner-shaped scaffold II. The utility model has the advantages of simple structure, reasonable design, low construction cost, convenient installation and setting, fastening structure, high safety coefficient and capability of greatly reducing the potential safety hazard in the construction process.
Description
Technical field
The utility model relates to a kind of building operations scaffold, especially relates to a kind of floor corner construction i iron overhanging scaffold.
Background technology
Nowadays, i iron overhanging type fastener steel tube scaffold (being called for short " i iron encorbelment frame ") is used on each building operations project more and more widely.But actual is in the work progress, the ubiquity lack of standard in the more and work progress of frame type because existing i iron is encorbelmented, thereby there is certain potential safety hazard, especially when floor corner, balcony, stair etc. are located to construct, because it is limited to can be used for setting up the position of i iron, cause the unsettled phenomenon of scaffold upright rod commonplace, safety factor is lower, thereby makes constructor's personal safety can not obtain effective, strong and the most reliable assurance.
The utility model content
Technical problem to be solved in the utility model is at above-mentioned deficiency of the prior art, construction i iron overhanging scaffold in a kind of floor corner is provided, it is simple in structure, reasonable in design, construction cost is low and install set up conveniently, structure is fastening, safety factor is high, can significantly reduce existing potential safety hazard in the work progress and can effectively guarantee constructor's personal safety.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: the i iron overhanging scaffold is used in the construction of a kind of floor corner, it is characterized in that: comprise the cross turning shape scaffold one that is laid in the outside, institute construction floor corner and is made up of vertical bar one and transverse bar member one, the cross turning shape scaffold of forming by vertical bar two and transverse bar member two two, respectively the vertical bar three of fixedlying connected with transverse bar member two with transverse bar member one be tilted to rod member one and the transverse bar member three of fixedlying connected with vertical bar two with vertical bar one respectively and be tilted to rod member two; Described cross turning shape scaffold two is laid in described cross turning shape scaffold one outer side-lower, described vertical bar three and transverse bar member three form cross turning shape scaffold three, and described cross turning shape scaffold three connects to form square construction framework one and square construction framework two with described cross turning shape scaffold one and described cross turning shape scaffold two respectively, described be tilted to rod member one and be tilted to rod member two all be positioned at described square construction framework two; Described vertical bar one, vertical bar two and vertical bar three all parallel with the vertical body of wall of institute construction floor corner, and described transverse bar member one, transverse bar member two and transverse bar member three all parallel with the longitudinal wall of institute construction floor corner; The vertical body of wall bottom correspondence of institute construction floor corner is provided with for transverse bar member three and is tilted to rod member two levels to the hole that passes, and corresponding being provided with in the longitudinal wall of institute construction floor corner bottom supplies vertical bar three and be tilted to rod member one level to the hole that passes.
The described rod member one that is tilted to is respectively and between transverse bar member one and the transverse bar member two, the described rod member two that is tilted to is respectively and between vertical bar one and the vertical bar two, described vertical bar three respectively and between transverse bar member one and the transverse bar member two and described transverse bar member three all assemble fixing respectively and between vertical bar one and the vertical bar two by the horizontal pressing plate and the U bolt that are used, described horizontal pressing plate correspondence has two bolt mounting holes for the U bolt installation, and described U bolt penetrates from the bottom to top to be fastenedly connected in two bolt mounting holes and with horizontal pressing plate and is one.
Described square construction framework one and described square construction framework two are rectangle construction framework.
Describedly be tilted to rod member one and be tilted to the center line both sides that rod member two bilateral symmetry are laid in institute construction floor corner.
Described vertical bar three, transverse bar member three, be tilted to rod member one and be tilted to rod member two and all fix by the pre-buried snap ring that is embedded in advance in institute's construction floor corner building masonry wall of living in.
Described vertical bar one, transverse bar member one, vertical bar two, transverse bar member two, vertical bar three, transverse bar member three, be tilted to rod member one and be tilted to rod member two and be i iron.
The utility model compared with prior art has the following advantages:
1, simple in structure, reasonable in design and installation is set up conveniently, and construction cost is low.
2, result of use is good, and supporting capacity is strong.
3, structure is fastening, and is safe and reliable, can significantly reduce existing potential safety hazard in the work progress, effectively guarantees constructor's personal safety.
In sum, the utility model is simple in structure, reasonable in design, construction cost is low and install set up conveniently, structure is fastening, safety factor is high, can significantly reduce existing potential safety hazard in the work progress and can effectively guarantee constructor's personal safety.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is a perspective view of the present utility model.
Fig. 3 is the structural representation of the horizontal pressing plate of the utility model.
Fig. 4 is the structural representation of the utility model U bolt.
Description of reference numerals:
1-vertical bar one; 2-transverse bar member one; 3-vertical bar two;
4-transverse bar member two; 5-vertical bar three; 6-transverse bar member three;
7-is tilted to rod member one; 8-is tilted to rod member two; The horizontal pressing plate of 9-;
10-U shape bolt; The 11-bolt mounting holes; The pre-buried snap ring of 12-;
The 13-hole; 14-builder's jack i iron one;
15-builder's jack i iron two;
16-builder's jack i iron three;
17-builder's jack i iron four.
The specific embodiment
As Fig. 1, Fig. 2, Fig. 3 and shown in Figure 4, the vertical bar 35 that the utility model comprises the cross turning shape scaffold two that is laid in the outside, institute construction floor corner and the cross turning shape scaffold of being made up of vertical bar 1 and transverse bar member 1 one, is made up of vertical bar 23 and transverse bar member 24, fixedly connected with transverse bar member 24 with transverse bar member 1 respectively be tilted to rod member 1 and the transverse bar member 36 of fixedlying connected with vertical bar 23 with vertical bar 1 respectively and be tilted to rod member 28.Described cross turning shape scaffold two is laid in described cross turning shape scaffold one outer side-lower, described vertical bar 35 and transverse bar member 36 form cross turning shape scaffold three, and described cross turning shape scaffold three connects to form square construction framework one and square construction framework two with described cross turning shape scaffold one and described cross turning shape scaffold two respectively, described be tilted to rod member 1 and be tilted to rod member 28 all be positioned at described square construction framework two.Described vertical bar 1, vertical bar 23 and vertical bar 35 all parallel with the vertical body of wall of institute construction floor corner, and described transverse bar member 1, transverse bar member 24 and transverse bar member 36 all parallel with the longitudinal wall of institute construction floor corner.The vertical body of wall bottom correspondence of institute construction floor corner is provided with for transverse bar member 36 and is tilted to rod member 28 levels to the hole 13 that passes, and corresponding being provided with in the longitudinal wall of institute construction floor corner bottom supplies vertical bar 35 and be tilted to rod member one 7 levels to the hole 13 that passes.
In the present embodiment, the described rod member 1 that is tilted to is respectively and between transverse bar member 1 and the transverse bar member 24, the described rod member 28 that is tilted to is respectively and between vertical bar 1 and the vertical bar 23, described vertical bar 35 respectively and between transverse bar member 1 and the transverse bar member 24 and described transverse bar member 36 all assemble fixing respectively and between vertical bar 1 and the vertical bar 23 by the horizontal pressing plate 9 and the U bolt 10 that are used, described horizontal pressing plate 9 correspondences have two bolt mounting holes 11 for U bolt 10 installations, and described U bolt 10 penetrates from the bottom to top to be fastenedly connected in two bolt mounting holes 11 and with horizontal pressing plate 9 and is one.
Described square construction framework one and described square construction framework two are rectangle construction framework.Describedly be tilted to rod member 1 and be tilted to the center line both sides that rod member 28 bilateral symmetry are laid in institute construction floor corner.
Described vertical bar 35, transverse bar member 36, be tilted to rod member 1 and be tilted to rod member 28 and all fix by the pre-buried snap ring 12 that is embedded in advance in institute's construction floor corner building masonry wall of living in.In the present embodiment, described vertical bar 1, transverse bar member 1, vertical bar 23, transverse bar member 24, vertical bar 35, transverse bar member 36, be tilted to rod member 1 and be tilted to rod member 28 and be i iron.The builder's jack of normally setting up when described builder's jack i iron 1, builder's jack i iron 2 15, builder's jack i iron 3 16 and builder's jack i iron 4 17 are constructed for the floor corner.
The above; it only is preferred embodiment of the present utility model; be not that the utility model is imposed any restrictions; everyly any simple modification that above embodiment did, change and equivalent structure are changed, all still belong in the protection domain of technical solutions of the utility model according to the utility model technical spirit.
Claims (6)
1. the i iron overhanging scaffold is used in a floor corner construction, it is characterized in that: comprise the cross turning shape scaffold one that is laid in the outside, institute construction floor corner and is made up of vertical bar one (1) and transverse bar member one (2), the cross turning shape scaffold of forming by vertical bar two (3) and transverse bar member two (4) two, respectively the vertical bar three (5) of fixedlying connected with transverse bar member two (4) with transverse bar member one (2) be tilted to rod member one (7) and the transverse bar member three (6) of fixedlying connected with vertical bar two (3) with vertical bar one (1) respectively and be tilted to rod member two (8); Described cross turning shape scaffold two is laid in described cross turning shape scaffold one outer side-lower, described vertical bar three (5) and transverse bar member three (6) form cross turning shape scaffold three, and described cross turning shape scaffold three connects to form square construction framework one and square construction framework two with described cross turning shape scaffold one and described cross turning shape scaffold two respectively, described be tilted to rod member one (7) and be tilted to rod member two (8) all be positioned at described square construction framework two; Described vertical bar one (1), vertical bar two (3) and vertical bar three (5) all parallel with the vertical body of wall of institute construction floor corner, and described transverse bar member one (2), transverse bar member two (4) and transverse bar member three (6) all parallel with the longitudinal wall of institute construction floor corner; The vertical body of wall bottom correspondence of institute construction floor corner is provided with confession transverse bar member three (6) and is tilted to rod member two (8) levels to the hole that passes (13), and the longitudinal wall of institute construction floor corner bottom correspondence is provided with confession vertical bar three (5) and is tilted to rod member one (7) level to the hole that passes (13).
2. according to the described floor of claim 1 corner construction i iron overhanging scaffold, it is characterized in that: the described rod member one (7) that is tilted to is respectively and between transverse bar member one (2) and the transverse bar member two (4), the described rod member two (8) that is tilted to is respectively and between vertical bar one (1) and the vertical bar two (3), described vertical bar three (5) respectively and between transverse bar member one (2) and the transverse bar member two (4) and described transverse bar member three (6) all assemble fixing respectively and between vertical bar one (1) and the vertical bar two (3) by the horizontal pressing plate (9) and the U bolt (10) that are used, described horizontal pressing plate (9) correspondence has two bolt mounting holes (11) for U bolt (10) installation, and described U bolt (10) penetrates from the bottom to top to be fastenedly connected in two bolt mounting holes (11) and with horizontal pressing plate (9) and is one.
3. use the i iron overhanging scaffold according to claim 1 or the construction of 2 described floor corners, it is characterized in that: described square construction framework one and described square construction framework two are rectangle construction framework.
4. use the i iron overhanging scaffold according to the construction of claim 1 or 2 described floor corners, it is characterized in that: describedly be tilted to rod member one (7) and be tilted to the center line both sides that rod member two (8) bilateral symmetry are laid in institute construction floor corner.
5. use the i iron overhanging scaffold according to the construction of claim 1 or 2 described floor corners, it is characterized in that: described vertical bar three (5), transverse bar member three (6), be tilted to rod member one (7) and be tilted to rod member two (8) and all fix by the pre-buried snap ring (12) that is embedded in advance in institute's construction floor corner building masonry wall of living in.
6. use the i iron overhanging scaffold according to the construction of claim 1 or 2 described floor corners, it is characterized in that: described vertical bar one (1), transverse bar member one (2), vertical bar two (3), transverse bar member two (4), vertical bar three (5), transverse bar member three (6), be tilted to rod member one (7) and be tilted to rod member two (8) and be i iron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201400174U CN201649604U (en) | 2010-03-24 | 2010-03-24 | I-steel overhanging type scaffold for floor corner construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201400174U CN201649604U (en) | 2010-03-24 | 2010-03-24 | I-steel overhanging type scaffold for floor corner construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201649604U true CN201649604U (en) | 2010-11-24 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201400174U Expired - Fee Related CN201649604U (en) | 2010-03-24 | 2010-03-24 | I-steel overhanging type scaffold for floor corner construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201649604U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296798A (en) * | 2011-06-14 | 2011-12-28 | 中国建筑第五工程局有限公司 | Bracket bearing structure at external corner part of segmented erection type scaffold |
| CN103321410A (en) * | 2013-06-26 | 2013-09-25 | 青岛建安建设集团有限公司 | Overhang diagonal form at exposed corner and method for erecting form |
| CN103669817A (en) * | 2013-12-20 | 2014-03-26 | 浙江城建建设集团有限公司 | Building structure overhanging type scaffold external corner assembling type frame device and construction method |
| CN109537887A (en) * | 2018-10-08 | 2019-03-29 | 杭州江润科技有限公司 | High Large Cantilever combined type anchor consolidates the construction method of formwork system |
| CN109629810A (en) * | 2018-12-29 | 2019-04-16 | 杭州江润科技有限公司 | Closed builder's jack system and construction method |
| CN112942783A (en) * | 2021-02-01 | 2021-06-11 | 浙江城建建设集团有限公司 | Novel force bearing platform of cantilever frame and construction method |
-
2010
- 2010-03-24 CN CN2010201400174U patent/CN201649604U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296798A (en) * | 2011-06-14 | 2011-12-28 | 中国建筑第五工程局有限公司 | Bracket bearing structure at external corner part of segmented erection type scaffold |
| CN103321410A (en) * | 2013-06-26 | 2013-09-25 | 青岛建安建设集团有限公司 | Overhang diagonal form at exposed corner and method for erecting form |
| CN103321410B (en) * | 2013-06-26 | 2015-08-05 | 青岛建安建设集团有限公司 | Encorbelment oblique pull mould and mold method in a kind of external corner place |
| CN103669817A (en) * | 2013-12-20 | 2014-03-26 | 浙江城建建设集团有限公司 | Building structure overhanging type scaffold external corner assembling type frame device and construction method |
| CN109537887A (en) * | 2018-10-08 | 2019-03-29 | 杭州江润科技有限公司 | High Large Cantilever combined type anchor consolidates the construction method of formwork system |
| CN109629810A (en) * | 2018-12-29 | 2019-04-16 | 杭州江润科技有限公司 | Closed builder's jack system and construction method |
| CN109629810B (en) * | 2018-12-29 | 2021-02-09 | 浙江恒鸿建设有限公司 | Closed type overhanging scaffold and construction method |
| CN112942783A (en) * | 2021-02-01 | 2021-06-11 | 浙江城建建设集团有限公司 | Novel force bearing platform of cantilever frame and construction method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101124 Termination date: 20160324 |