CN207177303U - Rail mounted vibrating spear - Google Patents
Rail mounted vibrating spear Download PDFInfo
- Publication number
- CN207177303U CN207177303U CN201721178039.8U CN201721178039U CN207177303U CN 207177303 U CN207177303 U CN 207177303U CN 201721178039 U CN201721178039 U CN 201721178039U CN 207177303 U CN207177303 U CN 207177303U
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- vibrating spear
- caput
- rail mounted
- vibrating
- annulus
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Abstract
A kind of rail mounted vibrating spear, by setting the caput of a barrel mast shape outside traditional vibrating spear, caput outer surface straight line welds some annulus hoops, and some annulus hoops are enclosed on a slideway being made up of round steel and formed jointly.Pull traditional vibrating spear, caput can be slided by annulus hoop on slideway, make it the bar-mat reinforcement for being smoothly through curved-surface structure or reinforcing bar close quarters, smoothly pass in and out concrete vibrating region, reach the vibrating spear not purpose of " card rod " and raising concrete vibrating quality.Rail mounted vibrating spear of the present utility model can both meet that irregular building mean camber concrete members were vibrated, it is equally applicable to traditional wall, post, beam, vertical and horizontal member the concrete vibrating of plate class, it is more suitable for vibrating for reinforcing bar close quarters concrete, application value is wide.Using rail mounted vibrating spear of the present utility model, effectively solve the problems, such as in building construction process the card rod of " lower rod is difficult, rod withdrawal is more difficult ", drastically increase concrete vibrating quality and perception degree.
Description
Technical field
A kind of instrument that vibrates of concreting is the utility model is related to, more particularly to a kind of rail mounted vibrating spear.
Background technology
Vibrating spear is that concrete works vibrates the common tool of construction.Domestic irregular building emerges in an endless stream at present, superelevation
Layer architectural engineering also increasing day by day, in curved-surface structure building, when component Curvature varying is larger, conventional use of vibrating spear without
The radian that method adapts to curved-surface structure building changes, and the reinforcing bar system inside curved-surface structure hinders the feeding or extraction of vibrating spear.I.e.
It is that concrete component under conventional sense is smash and shaken, vibrating spear shakes in reinforcing bar encrypted area or beam, Column border node reinforcing bar close quarters
Tamper can not pass through bar-mat reinforcement, and vibrating spear is often blocked by bar-mat reinforcement, causes constructional difficulties of vibrating.In vibrating spear operation
" lower rod is difficult, rod withdrawal is more difficult " be FAQs." card rod " phenomenon occurs during vibrating spear operation, it may appear that concrete vibrating
The quality problems of leakage or owed to shake, make the concrete vibrating quality of curved-surface structure or reinforcing bar close quarters can not be guaranteed, sternly
Structure safety is directly affected during weight.Therefore, vibrating spear can be made smoothly to pass in and out concrete vibrating region, it is urgently to solve to avoid " card rod "
Certainly the problem of.
Utility model content
The purpose of this utility model is that to solve traditional vibrating spear to pass in and out difficulty in curved-surface structure and reinforcing bar close quarters, is shaken
Tamper easily " card rod " the problem of, it is smooth to provide a kind of vibrating spear disengaging concrete vibrating region, can improve curved-surface structure or steel
The rail mounted vibrating spear of muscle close quarters concrete vibrating quality.
What the purpose of this utility model was that by.The utility model rail mounted vibrating spear includes traditional vibrating spear, this
Utility model rail mounted vibrating spear is characterised by：The caput of one barrel mast shape of socket outside traditional vibrating spear, caput
Several annulus hoops are uniformly welded in same side, and some annulus hoops on caput are jointly outer to be enclosed on a slideway, the slideway
It is located in the bar-mat reinforcement mesh of curved-surface structure or reinforcing bar close quarters and is embedded in from bottom to up in cast-in-place concrete.
The utility model rail mounted vibrating spear, wherein the slideway 4 is made up of φ 6-8mm round steel, the caput is by φ
50mm, L500mm low-carbon alloy steel are formed, and the annulus hoop is made up of φ 6-8mm steel strand wires into annular welding.
The utility model rail mounted vibrating spear, wherein the annulus hoop welded on the caput is at least provided with three, annulus hoop
The spacing of each two is not more than 200mm, and the center of circle of at least three annulus hoops is on slideway center line.
The utility model rail mounted vibrating spear, wherein traditional vibrating spear is existed by the annulus hoop on caput and caput
There is the sliding trace of about one dragging on slideway.
The utility model rail mounted vibrating spear difference from prior art is that the utility model rail mounted vibrating spear is
Will the caput of a barrel mast shape be set, caput outer surface straight line welds several annulus hoops, Ruo Ganyuan outside traditional vibrating spear
Hoop is jointly outer to be enclosed on a slideway being made up of round steel.Traditional vibrating spear is pulled, caput is slided on slideway, is made it
The reinforcing bar mesh of curved-surface structure or reinforcing bar close quarters is passed through, concrete vibrating region is smoothly extracted, reaches vibrating spear not
" card rod " and the purpose for improving concrete vibrating quality.Rail mounted vibrating spear of the present utility model, can both meet irregular building
Mean camber concrete members are vibrated, and are readily applicable to traditional wall, post, beam, vertical and horizontal member the concrete of plate class
Vibrate, be more suitable for vibrating for reinforcing bar close quarters concrete, application value is wide.Using rail mounted vibrating spear of the present utility model,
Effectively solve the problems, such as in building construction process the card rod of " lower rod is difficult, rod withdrawal is more difficult ", drastically increase coagulation
Native vibration compacting degree and impression quality.
Rail mounted vibrating spear of the present utility model is described further below in conjunction with the accompanying drawings.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model rail mounted vibrating spear.
Fig. 2 is application schematic diagram of the utility model rail mounted vibrating spear under vertical intensive reinforcing bar mesh state.
Fig. 3 is application schematic diagram of the utility model rail mounted vibrating spear under curved-surface structure reinforcing bar mesh state.
Embodiment
As shown in Figure 1, Figure 2 and Figure 3, the utility model rail mounted vibrating spear is realized using traditional vibrating spear 1.This reality
With new rail mounted vibrating spear be outside traditional vibrating spear 1 be socketed a barrel mast shape caput 2, the same side of caput 2
Uniformly weld several annulus hoops 3, some annulus hoops 3 on caput 2 are common outer to be enclosed on what is realized on a slideway 4.This practicality
The slideway 4 of new rail mounted vibrating spear is located in the mesh of bar-mat reinforcement 5 of curved-surface structure or reinforcing bar close quarters and from bottom to up
Ground is embedded in cast-in-place concrete 6.
In the utility model rail mounted vibrating spear, slideway 4 is made up of φ 6-8mm round steel, the caput 2 by φ 50mm,
L500mm low-carbon alloy steel is formed, and the annulus hoop 3 is made up of φ 6-8mm steel strand wires into annular welding.
In the utility model rail mounted vibrating spear, the annulus hoop 3 that is welded on caput 2 is at least provided with three, annulus hoop 3 every two
Individual spacing is not more than 200mm, and the center of circle of at least three annulus hoops 3 is on the center line of slideway 4.
In the utility model rail mounted vibrating spear, traditional vibrating spear 1 is by the annulus hoop 3 on caput 2 and caput 2 in cunning
There is the sliding trace of about one dragging on road 4.
Use the utility model rail mounted vibrating spear：In caput 2（Such as Fig. 1）After completing, by the way that track 4 is penetrated into circle
The mode of hoop 3 connects caput 2 and track 4（Such as Fig. 2, Fig. 3）Together.By caput 2 along delivering to component to be poured before pouring
Bottom.Progressively traditional vibrating spear 1 is pulled upwards in concreting process, finally takes out traditional vibrating spear along track 4
1,4 exposed portion of track is cut away after the completion of pouring.
Embodiment described above is only that preferred embodiment of the present utility model is described, not to this practicality
New scope is defined, and on the premise of the utility model design spirit is not departed from, those of ordinary skill in the art are to this
The various modifications and improvement that the technical scheme of utility model is made, the protection of the utility model claims book determination all should be fallen into
In the range of.
Claims (4)
1. a kind of rail mounted vibrating spear, including traditional vibrating spear（1）, it is characterised in that：Traditional vibrating spear（1）Outside socket
The caput of one barrel mast shape（2）, caput（2）Same side uniformly weld several annulus hoops（3）, caput（2）On it is some
Annulus hoop（3）A slideway is enclosed on outside common（4）On, the slideway（4）It is located at the reinforcing bar of curved-surface structure or reinforcing bar close quarters
Net（5）It is embedded in mesh and from bottom to up cast-in-place concrete（6）In.
2. rail mounted vibrating spear according to claim 1, it is characterised in that：The slideway（4）By φ 6-8mm round steel structures
Into the caput（2）It is made up of φ 50mm, L500mm low-carbon alloy steel, the annulus hoop（3）By φ 6-8mm steel strand wires into
Annular welding is made.
3. rail mounted vibrating spear according to claim 1 or 2, it is characterised in that：The caput（2）The annulus hoop of upper welding
（3）At least provided with three, annulus hoop（3）The spacing of each two is not more than 200mm, at least three annulus hoops（3）Center of circle Jun Chu
In slideway（4）On center line.
4. rail mounted vibrating spear according to claim 3, it is characterised in that：Traditional vibrating spear（1）Pass through caput（2）
And caput（2）On annulus hoop（3）In slideway（4）The upper sliding trace with about one dragging.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721178039.8U CN207177303U (en) | 2017-09-14 | 2017-09-14 | Rail mounted vibrating spear |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721178039.8U CN207177303U (en) | 2017-09-14 | 2017-09-14 | Rail mounted vibrating spear |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207177303U true CN207177303U (en) | 2018-04-03 |
Family
ID=61746359
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721178039.8U Active CN207177303U (en) | 2017-09-14 | 2017-09-14 | Rail mounted vibrating spear |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207177303U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108374521A (en) * | 2018-04-19 | 2018-08-07 | 中国三冶集团有限公司 | A kind of construction method and its formwork erection structure of concrete profiled pile |
| CN108678381A (en) * | 2018-06-29 | 2018-10-19 | 衡阳泰源商砼有限公司 | A kind of concrete vibration stick |
| CN109469365A (en) * | 2018-10-20 | 2019-03-15 | 山西太行建设开发有限公司 | Dual crossing space inclined strut clear water and construction of high-performance concrete engineering method |
| CN110685441A (en) * | 2019-10-30 | 2020-01-14 | 中国建筑第八工程局有限公司 | Vibrating construction method of special-shaped concrete member |
| CN112431356A (en) * | 2020-11-27 | 2021-03-02 | 中国十七冶集团有限公司 | Large-slope inclined column concrete vibrating auxiliary method |
| CN114135307A (en) * | 2021-12-06 | 2022-03-04 | 中铁五局集团有限公司 | Tunnel excavation and supporting equipment |
-
2017
- 2017-09-14 CN CN201721178039.8U patent/CN207177303U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108374521A (en) * | 2018-04-19 | 2018-08-07 | 中国三冶集团有限公司 | A kind of construction method and its formwork erection structure of concrete profiled pile |
| CN108678381A (en) * | 2018-06-29 | 2018-10-19 | 衡阳泰源商砼有限公司 | A kind of concrete vibration stick |
| CN109469365A (en) * | 2018-10-20 | 2019-03-15 | 山西太行建设开发有限公司 | Dual crossing space inclined strut clear water and construction of high-performance concrete engineering method |
| CN110685441A (en) * | 2019-10-30 | 2020-01-14 | 中国建筑第八工程局有限公司 | Vibrating construction method of special-shaped concrete member |
| CN112431356A (en) * | 2020-11-27 | 2021-03-02 | 中国十七冶集团有限公司 | Large-slope inclined column concrete vibrating auxiliary method |
| CN114135307A (en) * | 2021-12-06 | 2022-03-04 | 中铁五局集团有限公司 | Tunnel excavation and supporting equipment |
| CN114135307B (en) * | 2021-12-06 | 2024-01-16 | 中铁五局集团有限公司 | Tunnel excavation, supporting equipment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Han Yang Inventor after: Cheng Peng Inventor after: Jia Congjun Inventor after: Wang Yansheng Inventor after: Zhu Qi Inventor after: Chen Zhenhuan Inventor after: Liu Hongzhu Inventor after: Zhang Dong Inventor after: Chen Di Inventor after: Lv Xiaolong Inventor after: Qi Yushun Inventor after: Yang Hua Inventor after: Chen Linpu Inventor after: Meng Xiangyong Inventor after: Wang Chunhong Inventor after: Wang Yilie Inventor before: Han Yang Inventor before: Li Guang Inventor before: Zhang Dong Inventor before: Chen Di Inventor before: Lv Xiaolong Inventor before: Qi Yushun Inventor before: Yang Hua Inventor before: Chen Linpu Inventor before: Meng Xiangyong Inventor before: Wang Chunhong Inventor before: Wang Yilie |
|
| CB03 | Change of inventor or designer information |