CN202347857U - Guide cage of vibrating rod - Google Patents
Guide cage of vibrating rod Download PDFInfo
- Publication number
- CN202347857U CN202347857U CN 201120508099 CN201120508099U CN202347857U CN 202347857 U CN202347857 U CN 202347857U CN 201120508099 CN201120508099 CN 201120508099 CN 201120508099 U CN201120508099 U CN 201120508099U CN 202347857 U CN202347857 U CN 202347857U
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- CN
- China
- Prior art keywords
- vibrating spear
- vibrating
- vibrating rod
- guide cage
- concrete
- 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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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model relates a guide cage of a vibrating rod, which belongs to the technical field of building construction. The guide cage of the vibrating rod comprises a spiral stirrup formed by winding reinforcing steel bars, an enveloping outline of the spiral stirrup is a cylinder, and the inner diameter of the cylinder is larger than the diameter of the vibrating rod. The guide cage of the vibrating rod can perform effective directional vibration, thereby improving compactness of concrete, and being capable of adapting to construction of various complicated structures.
Description
Technical field
The utility model relates to a kind of internal concrete vibrator, relates in particular to a kind of vibrating spear guiding cage, belongs to technical field of building construction.
Background technology
At present; Concrete all need vibrate after building and operate so that assurance is evenly distributed, but in the concrete structure construction of complicacy, like the basic part at major diameter sleeve pipe, big hole; The concrete vibrating difficulty often occurs, and cause the uneven quality problems of compactness.Through retrieval; Chinese patent ZL200820117683.9 has announced a kind of directed concrete vibrating rod; It is the opening ring in parallel that on vibrating spear, is rigidly connected; Adopt the preset path of vibrating of steel wire, then the parallel ring on the vibrating spear is enclosed within on the steel wire, vibrate thereby the guiding vibrating spear carries out orientation along steel wire.But because the approximate helix of the motion path of vibrating spear, be placed in and with the rigidly connected parallel ring of vibrating spear its range of movement be restricted on the steel wire of straight line, weakened the effect of vibrating.And steel wire can only fix an end as guide rail when preset, can't carry out colligation in the centre, causes carrying out vibrating of straight line path, can't use in the time of in the construction of labyrinths such as major diameter sleeve pipe, need turning round, and range of application is narrower.
The utility model content
The technical problem that the utility model will solve is, weakened and the deficiency that can't satisfy labyrinth form construction demand to the above-mentioned existing directed concrete vibrating rod effect of vibrating, and proposes a kind of vibrating spear guiding cage.
The utility model is that the technical scheme that solves the problems of the technologies described above proposition is: a kind of vibrating spear guiding cage; Process by reinforcing bar; Said reinforcing bar turns to spiral stirrup, and the envelope gabarit of said spiral stirrup is a cylinder, and said cylindrical internal diameter is greater than the vibrating spear diameter.
The improvement of technique scheme is: the pitch of said spiral stirrup is less than the diameter of vibrating spear.
The vibrating spear guiding cage of the utility model is owing to be spiral stirrup envelope structure; Can in concrete, the direction of advance to vibrating spear guide; The beneficial effect that has is: 1, can guide vibrating spear spiral in the cylindrical tube passage that the guiding cage forms to vibrate; Improve concrete compactness, guaranteed the Concrete Construction quality.
2, vibrating spear guiding cage can adapt to the construction of various labyrinths through the vibrating of colligation setting curve path.
Description of drawings
Below in conjunction with accompanying drawing being described further to the utility model.
Fig. 1 is the structural representation of vibrating spear guiding cage of the embodiment one of the utility model.
Fig. 2 is the user mode sketch map of vibrating spear guiding cage of the embodiment one of the utility model.
Fig. 3 is the user mode sketch map of vibrating spear guiding cage of the embodiment two of the utility model.
The specific embodiment
Embodiment one
The vibrating spear of present embodiment guiding cage is as shown in Figure 1, is the spiral stirrup that the reinforcing bar of usefulness turns to, and the diameter of vibrating spear guiding cage is the twice of vibrating spear diameter, and the pitch of vibrating spear guiding cage is less than the diameter of vibrating spear.
As shown in Figure 2 during use, in vibrating spear can't realize vertically vibrating situation, with vibrating spear lead cage 1 along the slant path colligation of inner structural wall on reinforcing bar, behind the concrete perfusion vibrating spear 2 is imported this vibrating spears guiding cage 1 and vibrates.
Embodiment two
The vibrating spear guiding cage of present embodiment is as shown in Figure 3; Be used for major diameter sleeve pipe position to guarantee the concrete compactness of major diameter sleeve bottom; Vibrating spear guiding cage 1 is fixed on the structure reinforcing bars with tie wire along the crooked route in the outside of major diameter sleeve pipe 3, behind the concrete perfusion vibrating spear 2 is imported this vibrating spear guiding cage 1 and vibrates.
Facts have proved; At the complicated position of form of structure such as major diameter sleeve pipe, big hole; It is simple and convenient to use the vibrating spear guiding cage of the utility model can guide vibrating spear that concrete is carried out the constructing operation that orientation vibrates; Guarantee the Concrete Construction quality simultaneously, improved concrete compactness, and practiced thrift construction cost.
Except that the foregoing description, the utility model can also have other embodiments.All employings are equal to the technical scheme of replacement or equivalent transformation formation, all drop on the protection domain of the utility model requirement.
Claims (2)
1. a vibrating spear guiding cage is processed by reinforcing bar, and it is characterized in that: said reinforcing bar turns to spiral stirrup, and the envelope gabarit of said spiral stirrup is a cylinder, and said cylindrical internal diameter is greater than the vibrating spear diameter.
2. vibrating spear guiding cage according to claim 1, it is characterized in that: the pitch of said spiral stirrup is less than the diameter of vibrating spear.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120508099 CN202347857U (en) | 2011-12-08 | 2011-12-08 | Guide cage of vibrating rod |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120508099 CN202347857U (en) | 2011-12-08 | 2011-12-08 | Guide cage of vibrating rod |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202347857U true CN202347857U (en) | 2012-07-25 |
Family
ID=46536869
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120508099 Expired - Fee Related CN202347857U (en) | 2011-12-08 | 2011-12-08 | Guide cage of vibrating rod |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202347857U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130738A (en) * | 2017-05-18 | 2017-09-05 | 中国航天建设集团有限公司 | High-Miller-index surface post and its construction method |
-
2011
- 2011-12-08 CN CN 201120508099 patent/CN202347857U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130738A (en) * | 2017-05-18 | 2017-09-05 | 中国航天建设集团有限公司 | High-Miller-index surface post and its 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 |
Granted publication date: 20120725 Termination date: 20151208 |
|
| EXPY | Termination of patent right or utility model |