CN205063317U - Device for connecting scaffold and concrete column - Google Patents
Device for connecting scaffold and concrete column Download PDFInfo
- Publication number
- CN205063317U CN205063317U CN201520827896.0U CN201520827896U CN205063317U CN 205063317 U CN205063317 U CN 205063317U CN 201520827896 U CN201520827896 U CN 201520827896U CN 205063317 U CN205063317 U CN 205063317U
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- CN
- China
- Prior art keywords
- scaffold
- concrete column
- bar
- ledger
- linkage
- 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.)
- Expired - Fee Related
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Abstract
Device for connecting scaffold and concrete column is that prevent that the scaffold from toppling and the lacing device that sets up belongs to building construction field, device for connecting scaffold and concrete column by scaffold, pull rod and with the connecting rod system composition of concrete column, the scaffold passes through the pull rod and is connected with the concrete column, scaffold pole setting, scaffold ledger, putlog (put -lock) mutually perpendicular. Make up into the scaffold through the member connecting piece, with the connecting rod system of concrete column by with being connected the vertical pole and constituteing with the horizontal pole of being connected of concrete column of concrete column, with being connected the vertical pole and enclosing around reinforced concrete column with the pull rod of being connected horizontal pole, scaffold and concrete column of concrete column of concrete column, connect into whole through the member connecting piece to be connected with the scaffold, the beneficial effects of the utility model are that with scaffold and concrete column drawknot, can avoid the scaffold to topple, guarantee construction safety.
Description
Technical field
The utility model is the linkage of scaffold and concrete column, is the drawknot device preventing scaffold from toppling and arrange, belongs to the realm of building construction.
Background technology
Architecture construction must set up scaffold, due to the vertical height of scaffold and area all larger, do not arrange drawknot device to be easy to topple over, because scaffold and construction structure draw that stalk arranges not in place and accident that is that cause scaffold to topple has generation every year, the linkage of the scaffold that the utility model provides and concrete column, the accident that can prevent scaffold from toppling occurs.
Utility model content
The specific practice of this programme is: the linkage of scaffold and concrete column is by the pull bar of scaffold, scaffold and concrete column and form with the connecting rod system of concrete column; Scaffold is by the pull bar of scaffold and concrete column and connect into the linkage of scaffold and concrete column with the connecting rod system of concrete column; Wherein scaffold is made up of scaffold upright rod, scaffold ledger, putlog (put-lock) and bar connecting piece, also will arrange bridging, scaffold floor parts if desired; Scaffold upright rod, scaffold ledger, putlog (put-lock) are mutually vertical.Scaffold is combined into by bar connecting piece; With the connecting rod system of concrete column by the connection vertical pole with concrete column and form with the connection cross bar of concrete column; With the connection vertical pole of concrete column and be trapped among around reinforced concrete post with the pull bar of the connection cross bar of concrete column, scaffold and concrete column, connect into entirety by bar connecting piece, and be connected with scaffold.
The equal tie-rod based part of the scaffold upright rod of scaffold, scaffold ledger, putlog (put-lock); Preferential recommendation adopts diameter 38 millimeters, thickness of pipe wall 3.5 millimeters of steel pipe manufacturings; When position is arranged, scaffold upright rod in outside, scaffold ledger in inner side, putlog (put-lock) above, scaffold ledger below, mutually vertically; When scaffold ledger is connected with scaffold upright rod respectively with putlog (put-lock), the length that end is stretched out is between 100-150 millimeter.
Bar connecting piece is made up of fastener or strand parts, and preferential recommendation adopts supporting steel tube fastener as connector, and fragmentary rod member is consolidated into entirety as requested.
The pull bar of scaffold and concrete column is link element, and preferential recommendation adopts diameter 38 millimeters, thickness of pipe wall 3.5 millimeters of steel pipe manufacturings; Scaffold is connected with the scaffold ledger of scaffold with pull bar one end of concrete column, and by bar connecting piece consolidation, the other end is with the connection cross bar consolidation with concrete column.
With the connecting rod system of concrete column with the connection vertical pole of concrete column and tie-rod based part equal to the connection cross bar of concrete column, preferential recommendation adopts diameter 38 millimeters, thickness of pipe wall 3.5 millimeters of steel pipe manufacturings; Two are located at reinforced concrete post both sides with parallel point of the connection cross bar of concrete column, the another both sides of reinforced concrete post are located at the connection vertical pole of concrete column and parallel with the pull bar of concrete column point of scaffold, two groups of rod members are mutually vertical, use bar connecting piece consolidation, the length that end is stretched out is between 100-150 millimeter.
With the spacing of the connection of concrete column, in the vertical plane of scaffold 1, vertical or horizontal spacing all must not be greater than 6 meters.
The beneficial effects of the utility model are by scaffold and concrete column drawknot, and scaffold can be avoided to topple, and ensure construction safety.
Accompanying drawing explanation
The linkage schematic diagram of Fig. 1 scaffold and concrete column;
In figure: 1-scaffold; 11-scaffold upright rod; 12-scaffold ledger; 13-putlog (put-lock); 14-bar connecting piece; The pull bar of 2-scaffold and concrete column; The connecting rod system of 3-and concrete column; The connection vertical pole of 3.1-and concrete column; The connection cross bar of 3.2-and concrete column; 4-reinforced concrete post.
Detailed description of the invention
Embodiment
Certain engineering employing scaffold as shown in Figure 1 and the linkage of concrete column; The linkage of scaffold and concrete column is by the pull bar 2 of scaffold 1, scaffold and concrete column and form with the connecting rod system 3 of concrete column; Scaffold 1 is by the pull bar 2 of scaffold and concrete column and connect into the linkage of scaffold and concrete column with the connecting rod system 3 of concrete column; Wherein scaffold 1 is made up of scaffold upright rod 11, scaffold ledger 12, putlog (put-lock) 13 and bar connecting piece 14, also will arrange bridging, scaffold floor parts if desired; Scaffold upright rod 11, scaffold ledger 12, putlog (put-lock) 13 are mutually vertical.Scaffold 1 is combined into by bar connecting piece 14; With the connecting rod system 3 of concrete column by the connection vertical pole 31 with concrete column and form with the connection cross bar 32 of concrete column; With the connection vertical pole 31 of concrete column and be trapped among around reinforced concrete post 4 with the pull bar 2 of the connection cross bar 32 of concrete column, scaffold and concrete column, connect into entirety by bar connecting piece 14, and be connected with scaffold 1.
The scaffold upright rod 11 of scaffold 1, scaffold ledger 12, putlog (put-lock) 13 all tie-rod based parts, adopt diameter 38 millimeters, thickness of pipe wall 3.5 millimeters of steel pipe manufacturings; When position is arranged, scaffold upright rod 11 in outside, scaffold ledger 12 in inner side, putlog (put-lock) 13 above, scaffold ledger 12 below, mutually vertically; When scaffold ledger 12 is connected with scaffold upright rod 11 respectively with putlog (put-lock) 13, the length that end is stretched out is between 100-150 millimeter.
Bar connecting piece 14 is made up of fastener or strand parts, adopt supporting steel tube fastener as connector, the rod member that intersects vertically adopts right-angle coupler to connect, lengthening rods adopts and connects clasp, brace is connected with horizon bar or vertical rod and connects with rotary buckle, and fragmentary rod member is consolidated into entirety as requested.
The pull bar 2 of scaffold and concrete column is link element, adopts diameter 38 millimeters, thickness of pipe wall 3.5 millimeters of steel pipe manufacturings; Scaffold is connected with the scaffold ledger 12 of scaffold 1 with pull bar 2 one end of concrete column, and by bar connecting piece 14 consolidation, the other end is with connection cross bar 32 consolidation with concrete column.
With the connecting rod system 3 of concrete column with the connection vertical pole 31 of concrete column and the connection cross bar 32 all tie-rod based parts with concrete column, adopt diameter 38 millimeters, thickness of pipe wall 3.5 millimeters of steel pipe manufacturings; Two are located at reinforced concrete post 4 both sides with parallel point of the connection cross bar 32 of concrete column, the another both sides of reinforced concrete post 4 are located at parallel point of the pull bar 2 of concrete column with the connection vertical pole 31 of concrete column and scaffold, two groups of rod members are mutually vertical, by bar connecting piece 14 consolidation, the length that end is stretched out is between 100-150 millimeter.
With the spacing of the connection of concrete column, in the vertical plane of scaffold 1, vertical or horizontal spacing all must not be greater than 6 meters.
Claims (6)
1. the linkage of scaffold and concrete column, is characterized in that, described linkage is by the pull bar (2) of scaffold (1), scaffold and concrete column and form with the connecting rod system (3) of concrete column; Scaffold (1) is by the pull bar (2) of scaffold and concrete column and connect into the linkage of scaffold and concrete column with the connecting rod system (3) of concrete column; Wherein scaffold (1) is made up of scaffold upright rod (11), scaffold ledger (12), putlog (put-lock) (13) and bar connecting piece (14); Scaffold upright rod (11), scaffold ledger (12), putlog (put-lock) (13) are mutually vertical, are combined into scaffold (1) by bar connecting piece (14); With the connecting rod system (3) of concrete column by the connection vertical pole (31) with concrete column and form with the connection cross bar (32) of concrete column; Reinforced concrete post (4) is trapped among around with the connection vertical pole (31) of concrete column and with the pull bar (2) of the connection cross bar (32) of concrete column, scaffold and concrete column, connect into entirety by bar connecting piece (14), and be connected with scaffold (1).
2. the linkage of scaffold according to claim 1 and concrete column, is characterized in that, the scaffold upright rod (11) of scaffold (1), scaffold ledger (12), putlog (put-lock) (13) all tie-rod based parts; When arranging, scaffold upright rod (11) is in outside, scaffold ledger (12) is in inner side, putlog (put-lock) (13) is above, scaffold ledger (12) below, mutually vertical, when scaffold ledger (12) is connected with scaffold upright rod (11) respectively with putlog (put-lock) (13), the length that end is stretched out is between 100-150 millimeter.
3. the linkage of scaffold according to claim 1 and concrete column, is characterized in that, bar connecting piece (14) is made up of fastener or strand parts, and fragmentary rod member is consolidated into entirety.
4. the linkage of scaffold according to claim 1 and concrete column, it is characterized in that, the pull bar (2) of scaffold and concrete column is link element, and one end is connected with the scaffold ledger (12) of scaffold (1), and by bar connecting piece (14) consolidation.
5. the linkage of scaffold according to claim 1 and concrete column, it is characterized in that, with the connecting rod system 3 of concrete column with the connection vertical pole (31) of concrete column and connection cross bar (32) all tie-rod based parts with concrete column, two are located at reinforced concrete post (4) both sides with parallel point of the connection cross bar (32) of concrete column, the another both sides of reinforced concrete post (4) are located at parallel point of the pull bar (2) of concrete column with the connection vertical pole (31) of concrete column and scaffold, two groups of rod members are mutually vertical, by bar connecting piece (14) consolidation, the length that end is stretched out is between 100-150 millimeter.
6. the linkage of scaffold according to claim 1 and concrete column, is characterized in that, with the spacing of the connection of concrete column, in the vertical plane of scaffold (1), vertical or horizontal spacing all must not be greater than 6 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520827896.0U CN205063317U (en) | 2015-10-26 | 2015-10-26 | Device for connecting scaffold and concrete column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520827896.0U CN205063317U (en) | 2015-10-26 | 2015-10-26 | Device for connecting scaffold and concrete column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205063317U true CN205063317U (en) | 2016-03-02 |
Family
ID=55389892
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520827896.0U Expired - Fee Related CN205063317U (en) | 2015-10-26 | 2015-10-26 | Device for connecting scaffold and concrete column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205063317U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108868146A (en) * | 2018-07-04 | 2018-11-23 | 上海建工七建集团有限公司 | A kind of vertical pump line room external fixer of concrete and construction method |
| CN112012494A (en) * | 2020-09-09 | 2020-12-01 | 中国十七冶集团有限公司 | Construction method of multipurpose reinforced full-hall support frame |
-
2015
- 2015-10-26 CN CN201520827896.0U patent/CN205063317U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108868146A (en) * | 2018-07-04 | 2018-11-23 | 上海建工七建集团有限公司 | A kind of vertical pump line room external fixer of concrete and construction method |
| CN112012494A (en) * | 2020-09-09 | 2020-12-01 | 中国十七冶集团有限公司 | Construction method of multipurpose reinforced full-hall support frame |
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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: 20160302 Termination date: 20161026 |