CN204040452U - A kind of Corner Link for tools type section steel builder's jack - Google Patents
A kind of Corner Link for tools type section steel builder's jack Download PDFInfo
- Publication number
- CN204040452U CN204040452U CN201420541260.5U CN201420541260U CN204040452U CN 204040452 U CN204040452 U CN 204040452U CN 201420541260 U CN201420541260 U CN 201420541260U CN 204040452 U CN204040452 U CN 204040452U
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- section steel
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- steel plate
- detent mechanism
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 130
- 239000010959 steel Substances 0.000 title claims abstract description 130
- 230000007246 mechanism Effects 0.000 claims abstract description 55
- 230000008878 coupling Effects 0.000 claims abstract description 46
- 238000010168 coupling process Methods 0.000 claims abstract description 46
- 238000005859 coupling reaction Methods 0.000 claims abstract description 46
- 238000010408 sweeping Methods 0.000 abstract description 3
- 239000000725 suspension Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of Corner Link for tools type section steel builder's jack, comprise the supporting detent mechanism that channel-section steel plate and two lay respectively at the channel-section steel plate left and right sides, Open Side Down for channel-section steel plate, supporting detent mechanism comprises two pieces and vertically arranges and limiting plate parallel to each other, and the limiting plate of the supporting detent mechanism of the channel-section steel plate left and right sides is connected with the left and right sides wallboard of channel-section steel plate respectively.The limiting plate axis of the supporting detent mechanism on the left of channel-section steel plate is vertical with the limiting plate axis of the supporting detent mechanism on the right side of channel-section steel plate, and the axis of limiting plate of any one supporting detent mechanism and the axis structure angle at 45 ° of channel-section steel plate top board.For simple operation when the coupling beam of connecting building corner and cantilever steel girder during the utility model application, be convenient to regulate coupling beam and cantilever steel girder to be in same level, and then be convenient to carry out setting up of closed security protection and bar of sweeping the floor, and coupling beam and cantilever steel girder can be avoided to adopt potential safety hazard existing for cross-lapping.
Description
Technical field
The utility model relates to the realm of building construction, specifically a kind of Corner Link for tools type section steel builder's jack.
Background technology
Builder's jack is the construction scaffold that a kind of utilization braced structures of encorbelmenting on building is set up, and the support body of builder's jack can be encorbelmented along the segmentation of building vertical direction, and the external scaffolding that can meet differing heights sets up demand.Builder's jack compensate for the restriction of console mode scaffold building height, easy compared with raise scaffold construction technology, and along with highrise building is increasing, the application of builder's jack is more and more extensive.
Builder's jack is primarily of suspension scaffold and fastener type steel pipe scaffold composition, and suspension scaffold is as load-carrying construction, and it is laid with cantilever steel girder along building outward flange, and fastener type steel pipe scaffold tower is located on cantilever steel girder.In order to strengthen the structure of suspension scaffold, between adjacent cantilever steel girder, be connected with coupling beam.The cantilever steel girder of existing building corner is overlapped by the mode of intersecting and coupling beam, steadiness is poor, build corner's cantilever steel girder and be connected the coupling beam of this cantilever steel girder not in same level, be not easy to carry out closed security protection at cantilever steel girder and the stacked place of coupling beam, suspension scaffold is set up scaffold sweep the floor bar time operating process loaded down with trivial details.Therefore, during existing suspension scaffold application, operating personnel carries out security protection and sets up labour intensity when sweeping the floor bar large, meanwhile, there is larger potential safety hazard when operating personnel sets up scaffold on suspension scaffold.
Utility model content
the purpose of this utility model is to overcome the deficiencies in the prior art, provide a kind of Corner Link for tools type section steel builder's jack, cantilever steel girder and the coupling beam of connecting building corner is used for during its application, the steadiness of cantilever steel girder and coupling beam syndeton can be promoted, and the cantilever steel girder of building corner and coupling beam can be made to be maintained at the same horizontal plane, be convenient to carry out closed security protection and bar of sweeping the floor is set up, potential safety hazard when reducing operating personnel's operation.
The utility model solves the problem and is achieved through the following technical solutions: a kind of Corner Link for tools type section steel builder's jack, comprise the supporting detent mechanism that channel-section steel plate and two lay respectively at the channel-section steel plate left and right sides, Open Side Down for described channel-section steel plate, described supporting detent mechanism comprises two pieces and vertically arranges and limiting plate parallel to each other, two pieces of limiting plates of the supporting detent mechanism on the left of described channel-section steel plate are connected with the left side wall panel of channel-section steel plate, two pieces of limiting plates of the supporting detent mechanism on the right side of described channel-section steel plate are connected with the right side wall panel of channel-section steel plate, the limiting plate axis of the supporting detent mechanism on the left of channel-section steel plate is vertical with the limiting plate axis of the supporting detent mechanism on the right side of channel-section steel plate, and the axis of limiting plate of any one supporting detent mechanism and the axis structure angle at 45 ° of channel-section steel plate top board.During the utility model application, channel-section steel plate is placed on cantilever steel girder along the cantilever steel girder length direction of building corner, by the bolt and the nut be set on bolt that pass channel-section steel plate top board and cantilever steel girder, channel-section steel plate is fixed on cantilever steel girder, then the coupling beam of channel-section steel plate both sides is embedded the region in two supporting detent mechanisms between two pieces of limiting plates respectively, coupling beam is adjusted concordant with cantilever steel girder, again by coupling beam being fixed on supporting detent mechanism of the present utility model through the bolt of limiting plate and coupling beam and the nut that is set on bolt, and then complete the connection of cantilever steel girder and coupling beam.
Further, the top board of described channel-section steel plate is provided with the first positional punch running through its upper and lower end face, two pieces of limiting plates of described supporting detent mechanism are provided with the second positional punch running through its side, and the second positional punch in each supporting detent mechanism on two pieces of limiting plates is coaxially arranged.So, during the utility model application, the bolt be fixed on by channel-section steel plate on cantilever steel girder passes the first positional punch, coupling beam is fixed on second positional punch of the bolt on supporting detent mechanism through two pieces of limiting plates, by the mode of default perforation, when the utility model is applied, operation is more convenient.
Further, described supporting detent mechanism also comprises horizontally disposed base plate, and the base plate of the described channel-section steel plate left and right sides is connected with the left and right sides wallboard of channel-section steel plate respectively, and two pieces of limiting plates of each supporting detent mechanism are all connected to base plate upper surface.
Further, described base plate upper surface is identical with the coupling beam height be placed on base plate apart from the spacing on channel-section steel plate sidewall paneling top.Wherein, channel-section steel plate is placed on after on cantilever steel girder, the horizontal level at cantilever steel girder top is identical with the horizontal level on channel-section steel plate sidewall paneling top, it is identical with the coupling beam height be placed on base plate apart from the spacing on channel-section steel plate sidewall paneling top that the utility model limits base plate upper surface, can ensure that coupling beam and cantilever steel girder are at same level height, avoid repeatedly debugging coupling beam being placed on after on base plate.
Further, the height of described limiting plate link slot steel plate side wallboard end is higher than the height of its other end.So, during the utility model application, region coupling beam embedded between two pieces of limiting plates is convenient to.
In sum, the utility model has following beneficial effect: the utility model comprises the supporting detent mechanism that channel-section steel plate and two lay respectively at the channel-section steel plate left and right sides, Open Side Down for channel-section steel plate, supporting detent mechanism comprises two pieces and vertically arranges and limiting plate parallel to each other, the limiting plate of the supporting detent mechanism of the channel-section steel plate left and right sides is connected with the left and right sides wallboard of channel-section steel plate respectively, the limiting plate axis of the supporting detent mechanism on the left of channel-section steel plate is vertical with the limiting plate axis of the supporting detent mechanism on the right side of channel-section steel plate, the axis of limiting plate of any one supporting detent mechanism and the axis structure angle at 45 ° of channel-section steel plate top board, the utility model adopts said structure, overall structure is simple, be convenient to realize, cost is low, during the utility model application, cantilever steel girder is located at below the top board of channel-section steel plate, the termination of coupling beam link is located between two pieces of limiting plates of each supporting detent mechanism, by bolt, cantilever steel girder and coupling beam are positioned again, be convenient to the company's of adjustment depth of beam during the utility model application cantilever steel girder and coupling beam are regulated in same level, so, be convenient to installing bottom layer protected apron carry out closing protection, also be convenient to scaffold to sweep the floor setting up of bar, and the steadiness of cantilever steel girder and coupling beam syndeton can be promoted, and then corner's cantilever steel girder and the potential safety hazard existing for coupling beam juxtaposition can be eliminated.
Accompanying drawing explanation
fig. 1 is the structural representation of the utility model specific embodiment;
Fig. 2 be in Fig. 1 connector for connecting structural representation when cantilever steel girder and coupling beam.
Name in accompanying drawing corresponding to Reference numeral is called: 1, channel-section steel plate, 2, base plate, 3, limiting plate, and the 4, first locating hole, the 5, second locating hole, 6, coupling beam, 7, cantilever steel girder.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing, detailed description is further done to the utility model, but embodiment of the present utility model is not limited thereto.
Embodiment 1:
As shown in Figures 1 and 2, a kind of Corner Link for tools type section steel builder's jack, comprise channel-section steel plate 1 and two supporting detent mechanisms, wherein, Open Side Down for channel-section steel plate 1, they two pieces of sidewall panelings comprising top board and be connected to top board lower surface.The supporting detent mechanism of the present embodiment lays respectively at channel-section steel plate 1 left and right sides, supporting detent mechanism comprises two pieces of limiting plates 3, two pieces of limiting plates 3 of each supporting detent mechanism are parallel to each other and all vertically arrange, two pieces of limiting plates 3 of the supporting detent mechanism on the left of channel-section steel plate 1 are connected with the left side wall panel of channel-section steel plate 1, two pieces of limiting plates 3 of the supporting detent mechanism on the right side of channel-section steel plate 1 are connected with the right side wall panel of channel-section steel plate 1, limiting plate 3 axis of the supporting detent mechanism on the left of channel-section steel plate 1 is vertical with limiting plate 3 axis of the supporting detent mechanism on the right side of channel-section steel plate 1, and the axis of limiting plate 3 of any one supporting detent mechanism and the axis structure angle at 45 ° of channel-section steel plate 1 top board.
During the present embodiment application, the top board of channel-section steel plate 1 is placed on the top of building corner cantilever steel girder 7, by the bolt and the nut be set on bolt that pass channel-section steel plate 1 top board and cantilever steel girder 7, channel-section steel plate 1 is fixed on cantilever steel girder 7, the termination of coupling beam 6 link is located between two pieces of limiting plates 3 of supporting detent mechanism, regulate coupling beam 6 and cantilever steel girder 7 at same level height, again by coupling beam 6 being fixed on supporting detent mechanism through the bolt of two pieces of limiting plates 3 and coupling beam 6 and the nut that is set on bolt, and then complete the supporting of coupling beam 6 is located.
Embodiment 2:
In order to by bolt through channel-section steel plate 1 top board and limiting plate 3 time simple operation, time saving and energy saving, the present embodiment has made following restriction further on the basis of embodiment 1: the top board of the channel-section steel plate 1 of the present embodiment is provided with the first positional punch 4 running through its upper and lower end face, two pieces of limiting plates 3 of supporting detent mechanism are provided with the second positional punch 5 running through its side, and the second positional punch 5 in each supporting detent mechanism on two pieces of limiting plates 3 is coaxially arranged.So, channel-section steel plate 1 is fixed on cantilever steel girder 7 by bolt through the first positional punch 4 and cantilever steel girder 7 by the present embodiment, coupling beam 6 is fixed on supporting detent mechanism through the second positional punch 5 of two pieces of limiting plates 3 and coupling beam 6 by bolt.
Embodiment 3:
The present embodiment have been made and have been limited further as follows on the basis of embodiment 1 or embodiment 2: the supporting detent mechanism of the present embodiment also comprises horizontally disposed base plate 2, wherein, base plate 2 on the left of channel-section steel plate 1 is connected with the left side wall panel of channel-section steel plate 1, base plate 2 on the right side of channel-section steel plate 1 is connected with the right side wall panel of channel-section steel plate 1, and two pieces of limiting plates 3 of each supporting detent mechanism are all connected to base plate 2 upper surface.In the present embodiment, base plate 2 upper surface is highly identical with the coupling beam 6 be placed on base plate 2 apart from the spacing on channel-section steel plate 1 sidewall paneling top.So, during the present embodiment application, when coupling beam 6 is placed on base plate 2, can ensure that coupling beam 6 is concordant with cantilever steel girder 7 upper surface, and then can avoid repeatedly regulating coupling beam 6 and cantilever steel girder 7 are in same level.The present embodiment is after connection coupling beam 6, and coupling beam 6 is supported by base plate 2, and this can strengthen the structural strength of the present embodiment.
Embodiment 4:
The present embodiment has made following restriction further on the basis of embodiment 3: occur skew during in order to prevent coupling beam 6 between two pieces of limiting plates 3, spacing in the present embodiment in each supporting detent mechanism between two pieces of limiting plates 3 is slightly larger than the width of coupling beam 6, coupling beam 6 embeds rear two pieces of limiting plates 3 between two pieces of limiting plates 3 and forms interference fit, and embedding frictional force between two pieces of limiting plates 3 to reduce coupling beam 6, in the present embodiment, the height of limiting plate 3 link slot steel plate 1 sidewall paneling end is higher than the height of its other end.
As mentioned above, the utility model can be realized preferably.
Claims (5)
1. the Corner Link for tools type section steel builder's jack, it is characterized in that, comprise the supporting detent mechanism that channel-section steel plate (1) and two lay respectively at channel-section steel plate (1) left and right sides, Open Side Down for described channel-section steel plate (1), described supporting detent mechanism comprises two pieces and vertically arranges and limiting plate (3) parallel to each other, two pieces of limiting plates (3) of the supporting detent mechanism in described channel-section steel plate (1) left side are connected with the left side wall panel of channel-section steel plate (1), two pieces of limiting plates (3) of the supporting detent mechanism on described channel-section steel plate (1) right side are connected with the right side wall panel of channel-section steel plate (1), limiting plate (3) axis of the supporting detent mechanism in channel-section steel plate (1) left side is vertical with limiting plate (3) axis of the supporting detent mechanism on channel-section steel plate (1) right side, and the axis of limiting plate (3) of any one supporting detent mechanism and the axis structure angle at 45 ° of channel-section steel plate (1) top board.
2. a kind of Corner Link for tools type section steel builder's jack according to claim 1, it is characterized in that, the top board of described channel-section steel plate (1) is provided with the first positional punch (4) running through its upper and lower end face, two pieces of limiting plates (3) of described supporting detent mechanism are provided with the second positional punch (5) running through its side, and the second positional punch (5) in each supporting detent mechanism on two pieces of limiting plates (3) is coaxially arranged.
3. a kind of Corner Link for tools type section steel builder's jack according to claim 1 and 2, it is characterized in that, described supporting detent mechanism also comprises horizontally disposed base plate (2), the base plate (2) of described channel-section steel plate (1) left and right sides is connected with the left and right sides wallboard of channel-section steel plate (1) respectively, and two pieces of limiting plates (3) of each supporting detent mechanism are all connected to base plate (2) upper surface.
4. a kind of Corner Link for tools type section steel builder's jack according to claim 3, it is characterized in that, described base plate (2) upper surface is identical with the coupling beam height be placed on base plate (2) apart from the spacing on channel-section steel plate (1) sidewall paneling top.
5. a kind of Corner Link for tools type section steel builder's jack according to claim 3, is characterized in that, the height of described limiting plate (3) link slot steel plate (1) sidewall paneling end is higher than the height of its other end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420541260.5U CN204040452U (en) | 2014-09-22 | 2014-09-22 | A kind of Corner Link for tools type section steel builder's jack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420541260.5U CN204040452U (en) | 2014-09-22 | 2014-09-22 | A kind of Corner Link for tools type section steel builder's jack |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204040452U true CN204040452U (en) | 2014-12-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420541260.5U Expired - Lifetime CN204040452U (en) | 2014-09-22 | 2014-09-22 | A kind of Corner Link for tools type section steel builder's jack |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204040452U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421748A (en) * | 2015-12-15 | 2016-03-23 | 南通四建集团有限公司 | Anchoring device of cantilever scaffold |
| CN108683134A (en) * | 2018-07-10 | 2018-10-19 | 深圳市均益安联光伏系统工程有限责任公司 | Crane span structure fish bone structure |
-
2014
- 2014-09-22 CN CN201420541260.5U patent/CN204040452U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421748A (en) * | 2015-12-15 | 2016-03-23 | 南通四建集团有限公司 | Anchoring device of cantilever scaffold |
| CN105421748B (en) * | 2015-12-15 | 2017-05-10 | 南通四建集团有限公司 | Anchoring device of cantilever scaffold |
| CN108683134A (en) * | 2018-07-10 | 2018-10-19 | 深圳市均益安联光伏系统工程有限责任公司 | Crane span structure fish bone structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141224 |