CN203879013U - Vibrating rod guiding track - Google Patents
Vibrating rod guiding track Download PDFInfo
- Publication number
- CN203879013U CN203879013U CN201420144017.XU CN201420144017U CN203879013U CN 203879013 U CN203879013 U CN 203879013U CN 201420144017 U CN201420144017 U CN 201420144017U CN 203879013 U CN203879013 U CN 203879013U
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- China
- Prior art keywords
- main muscle
- vibrating spear
- variable cross
- stirrup
- section
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- 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 discloses a vibrating rod guiding track which is arranged between a moulding plate of a variable cross-section concrete member and a vibrating rod. The guiding track comprises a plurality of main rebars and a plurality of hoop rebars; the hoop reinforcements are arranged on the outer sides of the main rebars in a hooped manner, and form an accommodation space together with the main rebars; the main rebars are fixed on the inner side of the moulding plate along the variable cross section of the variable cross-section concrete member; the vibrating rod is inserted into the accommodation space and used for vibrating the concrete on a variable cross section part. By arranging the guiding track between the moulding plate of the vertical variable cross-section concrete member and the vibrating rod, the vibrating rod is guided to extend to the variable cross section part of the vertical variable crosssection member to carry out concrete vibration, the guiding track can be machined at any time according to actual requirements of the vertical variable crosssection members, on-site arrangement is flexible, the requirements for vibrating any positions of the vertical variable crosssection member can be met, and the construction quality and the sensory quality of the formed concrete member can be ensured.
Description
Technical field
The utility model relates to the aid in a kind of engineering construction, relates in particular to a kind ofly during for vertical non-uniform member concreting, and inducing concrete vibrating spear, for guaranteeing concrete construction quality after moulding and aesthetic quality's vibrating spear induction track.
Background technology
In building operations; often there will be linear variable cross-section reinforcement concrete member; as body of wall buttress, retaining wall, hold up the forms such as arm post, bridge column; according to conventional casting method; when concreting, need to vibrate; as shown in Figure 1, vibrating spear 21 vertically stretches in member reinforcing steel bar cage 22, by wire 23, is electrically connected to controller 24.Because electric wire 23 and vibrating spear 21 form compliant tool, member reinforcing steel bar cage 22 is again the variable section structure that is up-small and down-big, vibrating head 21 cannot arrive variable cross-section part 25(as shown in dash area in figure) carry out concrete vibrating, need to adopt special-purpose inducing tool, meet the needs that vibrate of any position of vertical variable cross-section concrete component, guarantee Forming Quality and the aesthetic quality of concrete component.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of inducing concrete vibrating spear, meets the needs that vibrate of any position of concrete component, the concrete construction quality after assurance moulding and aesthetic quality's vibrating spear induction track.
For realizing above-mentioned technique effect, the utility model discloses a kind of vibrating spear induction track, be arranged between the template and vibrating spear of variable cross-section concrete component, described induction track comprises that many main muscle and multiple tracks hoop be located at described main muscle outside and form the stirrup of an accommodation space with described main muscle, described main muscle is fixed on described template inner side along the variable cross-section of described variable cross-section concrete component, described vibrating spear is inserted in described accommodation space, for the concrete of described variable cross-section part is vibrated.
The utility model is owing to having adopted above technical scheme, making it have following beneficial effect is: by an induction track being set between the template at vertical variable cross-section concrete component and vibrating spear, for the variable cross-section that guides vibrating spear to stretch to vertical non-uniform member, partly carry out concrete vibrating, induction track can be according to the needs of true vertical non-uniform member, processing at any time, scene arranges flexibly, to realize the needs that vibrate of any position of vertical non-uniform member, guaranteed construction quality and the aesthetic quality of the concrete component after moulding.
The utility model further improves and is, described induction track comprises three main muscle, and described stirrup hoop is located at described main muscle outside and is formed an accommodation space that is triangular prism shape with described main muscle.
The utility model further improves and is, described induction track comprises four main muscle, and described stirrup hoop is located at described main muscle outside and is formed an accommodation space that is quadrangular shape with described main muscle.
The utility model further improves and is, described main muscle adopts diameter to be not less than the reinforcement fabrication of 14mm.
The utility model further improves and is, described stirrup adopts diameter at the reinforcement fabrication of 8～12mm, and described stirrup is located at described main muscle outside with the intervals hoop of 100mm.
The utility model further improves and is, the middle part hoop of described stirrup is located at described main muscle outside, and the two ends of described stirrup overlap mutually, and are bent to form hook portion in overlap joint end, and the length of described hook portion is three times of described stirrup diameter.To add the bonding strength at stirrup lap joint place.
The utility model further improves and is, described vibrating spear is electrically connected to a vibrating spear control module by a wire.
Accompanying drawing explanation
Fig. 1 is the schematic diagram that vibrates of existing linear variable cross-section reinforcement concrete member.
Fig. 2 is the mounting structure schematic diagram of the first embodiment of the utility model vibrating spear induction track.
Fig. 3 is the facade structures schematic diagram of the first embodiment of the utility model vibrating spear induction track.
Fig. 4 is the plane structure schematic diagram of the first embodiment of the utility model vibrating spear induction track.
Fig. 5 is the use view of the first embodiment of the utility model vibrating spear induction track.
Fig. 6 is the facade structures schematic diagram of the second embodiment of the utility model vibrating spear induction track.
Fig. 7 is the plane structure schematic diagram of the second embodiment of the utility model vibrating spear induction track.
Fig. 8 is the use view of the second embodiment of the utility model vibrating spear induction track.
The specific embodiment
Below in conjunction with accompanying drawing and the specific embodiment, the utility model is described in further detail.
First consult shown in Fig. 2, vibrating spear induction track 10 of the present utility model is arranged between the template 11 and vibrating spear 12 of vertical variable cross-section concrete component, variable cross-section concrete component is up-small and down-big, one side direction outer incline forms variable cross-section 111, vibrating spear 12 is electrically connected to a vibrating spear control module 122 by a wire 121, by control module 122, controlling vibrating spear 12 opens and closes, wire 121 has formed flexible unit with vibrating spear 12, it is in order to guide the concrete of 12 pairs of these variable cross-section 111 parts of vibrating spear to vibrate that induction track 10 is set between the template 11 of variable cross-section 111 parts and vibrating spear 12.Coordinate shown in Fig. 3 and Fig. 4, induction track 10 comprises that many main muscle 101 and multiple tracks hoop be located at main muscle 101 outsides and form the stirrup 102 of accommodation spaces 103 with main muscle 101, and main muscle 101 generally can adopt diameter to be not less than the reinforcement fabrication of 14mm; Stirrup 102 generally can adopt the reinforcement fabrication of diameter between 8～12mm, and stirrup 102 is located at main muscle 101 outsides with the intervals hoop of 100mm.Stirrup 102 is further set to survivor of a murder attempt's closed stirrup, as shown in Figure 4 and Figure 5, this survivor of a murder attempt's closed stirrup 102 middle part hoop be located at main muscle 101 outsides, the two ends of stirrup 102 overlap mutually, and to accommodation space 103 internal bend, form hook portion 1020 respectively in bond end portion, the length of hook portion 1020 is three times of stirrup 102 diameters, to strengthen the bonding strength at survivor of a murder attempt's closed stirrup 102 lap joint places.As shown in Figure 5, main muscle 101 tilts to be fixed on template 11 medial surfaces of vertical non-uniform member along the variable cross-section 111 of vertical non-uniform member, vibrating spear 12 is inserted in accommodation space 103 and along accommodation space 103, stretches to variable cross-section 111 parts of variable cross-section concrete component, for the concrete of variable cross-section 111 parts is vibrated.
The moulding of vibrating spear of the present utility model induction track 10 can be the stirrup that three main muscle of employing as shown in Figure 3 and Figure 4 and hoop are located at main muscle outside, forms an accommodation space that is triangular prism shape; Also can be to adopt as shown in Figure 6 and Figure 7 four main muscle and hoop to be located at the stirrup in main muscle outside, form one and be the accommodation space of quadrangular shape or other, as long as form a rail mounted accommodation space.
Further consult shown in Fig. 2～5, the vibrating spear induction track 10 of triangular prism shape of take is example, and it is specifically implemented as follows:
First, on the ground by equilateral triangle stirrup 102 and three main muscle 101 colligation moulding, induce track 10 skeletons to check and accept, after qualified, according to the variable cross-section of variable cross-section reinforcement concrete member 111, induction track 10 is arranged on to template 11 inner sides of variable cross-section part, and completing the fixing of induction track 10 by vertical interior outside reinforced mesh and the cross-arm reinforcing bar of variable cross-section part, while guaranteeing follow-up fluid concrete, induction track 10 can not be shifted.
Then, the variable cross-section part that vibrating spear 12 is inserted to induction track 10 and enters variable cross-section reinforcement concrete member along induction track 10, as shown in Figure 5, to the interior concreting of template 11, vibrates to the concrete of this variable cross-section part.Induction track 10 can be according to the needs of true vertical non-uniform member, processing at any time, and scene arranges flexibly, to realize the needs that vibrate of any position of vertical non-uniform member, has guaranteed construction quality and the aesthetic quality of the concrete component after moulding.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thereby some details in embodiment should not form restriction of the present utility model, the utility model will be usingd scope that appended claims defines as protection domain of the present utility model.
Claims (7)
1. a vibrating spear is induced track, be arranged between the template and vibrating spear of variable cross-section concrete component, it is characterized in that: described induction track comprises that many main muscle and multiple tracks hoop be located at described main muscle outside and form the stirrup of an accommodation space with described main muscle, described main muscle is fixed on described template inner side along the variable cross-section of described variable cross-section concrete component, described vibrating spear is inserted in described accommodation space, for the concrete of described variable cross-section part is vibrated.
2. vibrating spear as claimed in claim 1 induction track, is characterized in that: described induction track comprises three main muscle, and described stirrup hoop is located at described main muscle outside and is formed an accommodation space that is triangular prism shape with described main muscle.
3. vibrating spear as claimed in claim 1 induction track, is characterized in that: described induction track comprises four main muscle, and described stirrup hoop is located at described main muscle outside and is formed an accommodation space that is quadrangular shape with described main muscle.
4. the induction of the vibrating spear as described in any one in claim 1～3 track, is characterized in that: described main muscle adopts diameter to be not less than the reinforcement fabrication of 14mm.
5. the induction of the vibrating spear as described in any one in claim 1～3 track, is characterized in that: described stirrup adopts diameter at the reinforcement fabrication of 8～12mm, and described stirrup is located at described main muscle outside with the intervals hoop of 100mm.
6. vibrating spear as claimed in claim 5 is induced track, it is characterized in that: the middle part hoop of described stirrup is located at described main muscle outside, the two ends of described stirrup overlap mutually, and are bent to form hook portion in overlap joint end, and the length of described hook portion is three times of described stirrup diameter.
7. vibrating spear induction track as claimed in claim 1, is characterized in that: described vibrating spear is electrically connected to a vibrating spear control module by a wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420144017.XU CN203879013U (en) | 2014-03-27 | 2014-03-27 | Vibrating rod guiding track |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420144017.XU CN203879013U (en) | 2014-03-27 | 2014-03-27 | Vibrating rod guiding track |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203879013U true CN203879013U (en) | 2014-10-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420144017.XU Expired - Fee Related CN203879013U (en) | 2014-03-27 | 2014-03-27 | Vibrating rod guiding track |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203879013U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110778116A (en) * | 2019-10-30 | 2020-02-11 | 中国建筑第八工程局有限公司 | Construction method of complex curved surface giant concrete beam tube structure |
| CN113374268A (en) * | 2021-07-19 | 2021-09-10 | 中天华南建设投资集团有限公司 | Auxiliary vibrating framework for stiff structural column and construction method based on framework |
-
2014
- 2014-03-27 CN CN201420144017.XU patent/CN203879013U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110778116A (en) * | 2019-10-30 | 2020-02-11 | 中国建筑第八工程局有限公司 | Construction method of complex curved surface giant concrete beam tube structure |
| CN113374268A (en) * | 2021-07-19 | 2021-09-10 | 中天华南建设投资集团有限公司 | Auxiliary vibrating framework for stiff structural column and construction method based on framework |
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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: 20141015 Termination date: 20200327 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |