CN202945799U - Adjustable wall connecting rod of steel pipe scaffold - Google Patents
Adjustable wall connecting rod of steel pipe scaffold Download PDFInfo
- Publication number
- CN202945799U CN202945799U CN 201220652891 CN201220652891U CN202945799U CN 202945799 U CN202945799 U CN 202945799U CN 201220652891 CN201220652891 CN 201220652891 CN 201220652891 U CN201220652891 U CN 201220652891U CN 202945799 U CN202945799 U CN 202945799U
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- China
- Prior art keywords
- steel pipe
- sleeve
- connecting rod
- rod
- tube connector
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- Expired - Fee Related
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Abstract
The utility model discloses an adjustable wall connecting rod of a steel pipe scaffold. The adjustable wall connecting rod of the steel pipe scaffold comprises a sleeve (1), a sealing pin (2), an adjustment rod (3), a connecting tube (4) and a nut (6), wherein the sleeve (1) is pre-embedded in a concrete structure (9), the sealing pin (2) is used for sealing the sleeve (1), threads are arranged at one end of the adjustment rod (3), the adjustment rod (3) is connected with the sleeve (1) through the threads, a sphere is arranged at the other end of the adjustment rod (3), the sphere is inserted into a hollow connecting tube (4), the sphere is clamped by the connecting tube (4), thus the adjustment rod (3) is connected with the connecting tube (4), a thread nut is arranged at one end of the sphere of the adjustment rod (3), the sphere is locked tightly with the connecting tube (4) through the nut, and the connecting rod (4) is fixedly connected with a scaffold vertical stem (7) through a right-angle coupler (8). By means of the adjustable wall connecting rod of the steel pipe scaffold, a steel tube reserved hole is avoided to be left on an outer wall, connection difficulties caused by inaccuracy of pre-embedment position (in each direction) are adjusted and fast and effective connection is realized.
Description
Technical field
The utility model relates to the building machinery technical field, in particular the adjustable wall connecting rod of a kind of steel pipe scaffold.
Background technology
Steel tube outer scaffold arranges wall connecting rod and can prevent that scaffold from producing topple under wind load and other horizontal force actions, can form again the intermediate support of scaffold upright rod, is the important guarantee of scaffold stability.
In numerous construction works, arranging of steel tube outer scaffold wall connecting rod is generally to be connected with the external scaffolding vertical rod with steel pipe after adopting common scaffolding steel pipe first to encircle frame column or constructional column again.Will certainly reserve the steel pipe hole to be provided like this on exterior wall, after decoration of exterior wall construction in first want artificial shutoff tight, otherwise easily cause external wall seepage.After exterior-wall heat insulation and during decoration construction the existence because of wall connecting rod can't be constructed in the part, if when exterior wall is designed with logical window also can more difficultly remove to install window frame.To this, wall connecting rod is first removed by unit in charge of construction, and is totally unfavorable to the safety of whole support body so again.
The utility model content
Technical problem to be solved in the utility model is to provide a kind of steel pipe scaffold adjustable wall connecting rod for the deficiencies in the prior art.
The technical solution of the utility model is as follows:
The adjustable wall connecting rod of a kind of steel pipe scaffold, comprise sleeve (1), sealing pin (2), adjusting rod (3), tube connector (4), nut (6), sleeve (1) is embedded in concrete structure (9), and sealing pin (2) seals sleeve (1); Adjusting rod (3) one ends arrange screw thread, are connected 1 by this screw thread with sleeve) connect; Adjusting rod (3) other end is spheroid, this spheroid inserts tube connector (4) inside of hollow, tube connector (4) blocks this spheroid and realizes that adjusting rod (3) is connected 4 with tube connector) connection, at adjusting rod spheroid one end, screw nut is set, by nut and tube connector (4) locking; Tube connector (4) is fixedly connected with by right-angle coupler (8) with scaffold upright rod (7).
The adjustable wall connecting rod of described steel pipe scaffold also comprises taperliner (5), is arranged between nut (6) and tube connector (4).
The adjustable wall connecting rod of this steel pipe scaffold can avoid staying the steel pipe hole to be provided on exterior wall; Can regulate the connection difficulty that causes because of pre-buried position inaccurate (all directions), realize effectively connecting fast; Can realize that external scaffolding is connected with the reliable of structure at predetermined any structure position (reinforced concrete structural element); The adjustable wall connecting rod of this steel pipe scaffold makes more neat appearance of external scaffolding after arranging, can also reuse after dismounting, reduces the building operations cost.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the partial enlarged drawing of Fig. 1;
Fig. 3 is the sectional view of taperliner 5;
1 sleeve, 2 sealing pins, 3 adjusting rods, 4 tube connectors, 5 taperliners, 6 nuts, 7 scaffold upright rods, 8 right-angle couplers, 9 concrete structures, 10 concrete structure formworks.
The specific embodiment
Below in conjunction with specific embodiment, the utility model is elaborated.
The adjustable wall connecting rod of steel pipe scaffold comprises sleeve 1, sealing pin 2, and adjusting rod 3, tube connector 4, taperliner 5, nut 6 at concrete structure 9 interior embedded sleeve barrel 1 time, seals with 2 pairs of sleeves 1 of sealing pin, in order to avoid obstruction during construction; Adjusting rod 3 at one end arranges screw thread, is connected connection with sleeve by this screw thread; Adjusting rod 3 other ends are spheroid, and this spheroid inserts tube connector 4 inside of hollow, and tube connector 4 blocks the connection that this spheroid realizes that adjusting rod 3 is connected with tube connector, at adjusting rod spheroid one end, screw nut is set, by nut and tube connector 4 lockings; Tube connector 4 is fixedly connected with by right-angle coupler 8 with scaffold upright rod 7.
The adjustable wall connecting rod construction technology of this steel pipe scaffold is as follows:
Time standby concrete structure formwork 10 in pouring concrete structure 9 supports, and prevents that concrete from spilling to the outside, and is first with 1 sealing of 2 pairs of sleeves of sealing pin, then that sleeve 1 is pre-buried to assigned address.After structure construction, certain hour removes sealing pin 2.First by the shown position relation, adjusting rod 3, taperliner 5 and nut 6 are installed when being embedded with deviation, again adjusting rod 3 and pre-buried sleeve 1 are coupled together, rotate taperliner 5 adjusting plays then clamp nut 6, connect at last tube connector 4 and scaffold upright rod 7, complete whole connections.As pre-buried zero deflection, only need that taperliner 5 is replaced by conventional pads and get final product.
Should be understood that, for those of ordinary skills, can be improved according to the above description or conversion, and all these improve and conversion all should belong to the protection domain of the utility model claims.
Claims (2)
1. adjustable wall connecting rod of steel pipe scaffold, it is characterized in that, comprise sleeve (1), sealing pin (2), adjusting rod (3), tube connector (4), nut (6), sleeve (1) is embedded in concrete structure (9), and sealing pin (2) seals sleeve (1); Adjusting rod (3) one ends arrange screw thread, are connected 1 by this screw thread with sleeve) connect; Adjusting rod (3) other end is spheroid, this spheroid inserts tube connector (4) inside of hollow, tube connector (4) blocks this spheroid and realizes that adjusting rod (3) is connected 4 with tube connector) connection, at adjusting rod spheroid one end, screw nut is set, by nut and tube connector (4) locking; Tube connector (4) is fixedly connected with by right-angle coupler (8) with scaffold upright rod (7).
2. the adjustable wall connecting rod of steel pipe scaffold according to claim 1, is characterized in that, also comprises taperliner (5), is arranged between nut (6) and tube connector (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220652891 CN202945799U (en) | 2012-12-03 | 2012-12-03 | Adjustable wall connecting rod of steel pipe scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220652891 CN202945799U (en) | 2012-12-03 | 2012-12-03 | Adjustable wall connecting rod of steel pipe scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202945799U true CN202945799U (en) | 2013-05-22 |
Family
ID=48421506
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220652891 Expired - Fee Related CN202945799U (en) | 2012-12-03 | 2012-12-03 | Adjustable wall connecting rod of steel pipe scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202945799U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102943562A (en) * | 2012-12-03 | 2013-02-27 | 张若美 | Adjustable wall connecting rod of steel pipe scaffold |
| CN104005551A (en) * | 2014-06-03 | 2014-08-27 | 浙江省东阳第三建筑工程有限公司 | Method for assembling adjustable connecting components for scaffold |
| CN104656674A (en) * | 2014-12-25 | 2015-05-27 | 中国工程物理研究院机械制造工艺研究所 | Method for adjusting deflexion of cantilever mechanical structure |
-
2012
- 2012-12-03 CN CN 201220652891 patent/CN202945799U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102943562A (en) * | 2012-12-03 | 2013-02-27 | 张若美 | Adjustable wall connecting rod of steel pipe scaffold |
| CN104005551A (en) * | 2014-06-03 | 2014-08-27 | 浙江省东阳第三建筑工程有限公司 | Method for assembling adjustable connecting components for scaffold |
| CN104656674A (en) * | 2014-12-25 | 2015-05-27 | 中国工程物理研究院机械制造工艺研究所 | Method for adjusting deflexion of cantilever mechanical structure |
| CN104656674B (en) * | 2014-12-25 | 2017-02-22 | 中国工程物理研究院机械制造工艺研究所 | Method for adjusting deflexion of cantilever mechanical structure |
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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: 20130522 Termination date: 20141203 |
|
| EXPY | Termination of patent right or utility model |