CN206765068U - Bellows coordinate setting instrument - Google Patents
Bellows coordinate setting instrument Download PDFInfo
- Publication number
- CN206765068U CN206765068U CN201720507412.3U CN201720507412U CN206765068U CN 206765068 U CN206765068 U CN 206765068U CN 201720507412 U CN201720507412 U CN 201720507412U CN 206765068 U CN206765068 U CN 206765068U
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- CN
- China
- Prior art keywords
- bellows
- hole
- coordinate setting
- setting instrument
- radius rod
- 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
A kind of bellows coordinate setting instrument, including positioning framework, longitudinal coordinate spacing strut and lateral coordinates positioner；The positioning framework be longer than it is wide respectively with the length of cored slab concrete structure with it is highly consistent；The positioning framework includes radius rod and located lateral bar, and the located lateral bar is provided with lateral coordinates positioner.In bridge hollow board precasting process, conventional artificial crossed instead of using bellows coordinate setting instrument of the present utility model and indicate, solve the problems, such as that cored slab bellows coordinate setting is inaccurate, improve efficiency of construction and quality.The positioning rule cost is relatively low, simple to operate, easy to use, convenient to assemble and disassemble.
Description
Technical field
The prefabricated auxiliary Tools Technology of bridge hollow board is the utility model is related to, a kind of bellows is related in particular to and sits
Demarcate position instrument.
Background technology
In bridge hollow board prefabrication process, beam slab bellows coordinate setting, typically by manually by horizontal coordinate X-axis
It is indicated on pedestal, after bellows installation, vertical coordinate Y-axis by way of steel tape is by ruler measurement by manually determining.Operation
Personnel install bellows when, the height of bellows and on locating rack sign height it is substantially concordant when be fixed or directly in platform
Height is measured with steel ruler on seat, stand-by " ∩ " steel-fastening muscle is detected after being welded and fixed.
The beam slab bellows positioned using above-mentioned conventional method, its coordinate setting deviation is larger, in process of self-test, ripple
The problem of pipe position inaccurate, is fully exposed, and operating personnel's pipeline big to deviation will be adjusted, and virtually be added
Activity time and cost of labor, for operation team, doing over again for any process can all cause the increase of operation team cost, for item
Purpose total quality management and control is also very unfavorable, at the same also react bellow coordinate setting lack effective control measure and
Control method.
Therefore, a kind of instrument that can be accurately positioned to bellows of invention just seems very under the pressure of actual demand.
The content of the invention
For above-mentioned prior art, the technical problems to be solved in the utility model is to provide a kind of bellows coordinate setting
Instrument, bellows can be accurately positioned, solve the problems, such as that cored slab bellows coordinate setting is inaccurate, improve
Working procedure efficiency and quality.
In order to solve the above technical problems, the utility model provides a kind of bellows coordinate setting instrument, including posting
Frame, longitudinal coordinate spacing strut and lateral coordinates positioner；
The positioning framework includes radius rod and located lateral bar, and the located lateral bar is determined provided with lateral coordinates
Position device, the radius rod and located lateral bar are longer than length and height one of the width respectively with cored slab concrete structure
Cause.
As improvement of the present utility model, in addition to attachment means, the longitudinal coordinate spacing strut leads to positioning framework
Attachment means are crossed to be detachably connected.Each part random combine installation when facilitating different size hollow board prefabrications, and convenient storage,
Save parking space.
As further improvement of the utility model, the attachment means including two side open round-meshed trip bolt I,
Clamp nut I and two side are provided with first through hole I U-shaped retainer ring, and longitudinal coordinate spacing strut both ends are provided with the second through hole I,
Trip bolt I passes through first through hole I and the second through hole I, using U-shaped retainer ring by longitudinal coordinate spacing strut and radius rod
Connect and fastened by clamp nut I.
As another improvement of the present utility model, the attachment means include trip bolt II and clamp nut II, institute
State longitudinal coordinate spacing strut both ends and distinguish 90 degree of bending, and the second through hole, the longitudinal register are provided with bending section middle
First through hole is provided with bar, trip bolt II passes through first through hole and the second through hole by longitudinal coordinate spacing strut and longitudinal register
Bar is connected and fastened by clamp nut II.
Further improved as of the present utility model, between the radius rod and located lateral bar of the positioning framework
To be detachably connected.
Improved as another step of the present utility model, the radius rod on located lateral bar with being respectively marked with scale.
Improved as another step of the present utility model, the lateral coordinates positioner supports to be welded on longitudinal coordinate spacing
Bar and the nut on radius rod.
The utility model has following effect：
1) cost is relatively low, simple to operate：The utility model bellows coordinate positioning apparatus, by positioning framework, longitudinal coordinate
Spacing strut, lateral coordinates positioner three parts composition, cost is relatively low, a set of cost be 100 yuan or so, scene by 2 people just
Operable construction is simple is practical.
2) the advantages that easy to use, convenient to assemble and disassemble：The utility model bellows coordinate positioning apparatus, the letter of location equipment structure
It is single, location equipment can be placed to hollow framework side by two people and be fixed, voluntarily untie and go forward side by side after the completion of positioning
The coordinate setting of row opposite side.
3) process efficiency is improved：Longitudinal coordinate is by manually by way of steel tape is by ruler measurement after conventional bellows installation
There are four groups of corrugated conduits to measure needs 60 minutes using steel ruler it is determined that 20m is hollow, and error is larger, the utility model
Bellows coordinate setting instrument is directly installed on hollow framework side by two people and can carry out coordinate setting after being fixed,
Amounted to plus positioning and transverse steel support bellows less than 20 minutes.So the instrument improves ratio to the efficiency of working procedure
It is more apparent.
4) bellows elements of a fix accuracy greatly improves：Bellows coordinate setting instrument is from conventional pipeline coordinate deck-molding
Direction is more than the deviation of ± 10mm, beam length direction more than ± 30mm and controlled within ± 10mm, ± 30mm, and bellows coordinate obtains
Control well.
In summary, in bridge hollow board precasting process, using bellows coordinate setting instrument generation of the present utility model
Replace conventional artificial crossed to indicate, solve thed problems, such as that cored slab bellows coordinate setting is inaccurate, improve construction
Efficiency and quality.The positioning instrument cost is relatively low, simple to operate, easy to use, convenient to assemble and disassemble.
Brief description of the drawings
Fig. 1 is plan of the present utility model；
Fig. 2 is the bellows coordinate setting instrument connection structure diagram of the first embodiment of the utility model；
Fig. 3 is the bellows coordinate setting instrument connection structure diagram of the first embodiment of the utility model.
In figure：1- positioning frameworks, 11- radius rods, 12- located lateral bars, 2- longitudinal coordinate spacing struts, 3- are horizontal
Coordinate location device, 4/4'- attachment means, 41- trip bolts I, 42- clamp nut I, 43-U type retainer ring, 44- first through hole
The second through hole II of through hole I, 41'- trip bolt II, 42' clamp nut II, 44'- first through hole II, 45'- of I, 45- second.
Embodiment
Specific embodiment of the present utility model is described in detail below in conjunction with the accompanying drawings：
As shown in figure 1, bellows coordinate setting instrument of the present utility model, including the support of positioning framework 1, longitudinal coordinate spacing
Bar 2 and lateral coordinates positioner 3；The positioning framework 1 includes radius rod 11 and located lateral bar 12, and the transverse direction is determined
Position bar 12 is provided with lateral coordinates positioner 3, the radius rod 11 and located lateral bar 12 be longer than width respectively with
The length of cored slab concrete structure with it is highly consistent.
Also include attachment means 4 or 4', the longitudinal coordinate spacing strut 2 passes through attachment means 4 or 4' with positioning framework 1
It is detachably connected.
It is to be detachably connected between the radius rod 11 and located lateral bar 12 of the positioning framework 1.
The radius rod 11 on located lateral bar 12 with being respectively marked with scale.
The lateral coordinates positioner 3 is to be welded on longitudinal coordinate spacing strut 2 and the nut on radius rod 11.
Specific embodiment 1
As shown in Fig. 2 the attachment means 4 including two side open round-meshed trip bolt I41, clamp nut I42 and
Two side is provided with first through hole I44 U-shaped retainer ring 43, and the both ends of longitudinal coordinate spacing strut 2 are provided with the second through hole I45, fastening
Screw I41 passes through first through hole I44 and the second through hole I45, using U-shaped retainer ring 41 by longitudinal coordinate spacing strut 2 and longitudinally
Locating rod 11 is connected and fastened by clamp nut I42.
Specific embodiment 2
As shown in figure 3, the attachment means 4 include trip bolt II41' and clamp nut II42', the longitudinal coordinate
90 degree of bending is distinguished at the both ends of spacing strut 2, and the second through hole 45' is provided with bending section middle, on the radius rod 11
First through hole 44' is provided with, trip bolt II41' passes through first through hole 44' and the second through hole 45' by longitudinal coordinate spacing strut 2
It is connected with radius rod 11 and is fastened by clamp nut II42'.
In use, the positioning instrument is lifted to the side of cored slab framework of steel reinforcement on pedestal by two people, with cored slab center
For starting point, positioning instrument is fixed after being flushed with pedestal for positioning instrument, after bellows is penetrated framework of steel reinforcement by operating personnel,
With Φ 10mm reinforcing bar, vertically coordinate Φ 12mm nut penetrates hold bellows one by one, finally uses " ∩ " card by ripple
Pipe is welded and fixed, and because cored slab bellows coordinate is symmetrical, after the completion of the positioning of one end, the positioning of positioning instrument is overturn along central point
The other end carries out bellows coordinate setting work, simple to operate.
Above-mentioned combination accompanying drawing is explained in detail to embodiment of the present utility model, but the present invention be not limited to it is above-mentioned
Embodiment, in one skilled in the relevant art's possessed knowledge, many variations can also be made to it.
Claims (7)
- A kind of 1. bellows coordinate setting instrument, it is characterised in that including positioning framework (1), longitudinal coordinate spacing strut (2) and Lateral coordinates positioner (3)；The positioning framework (1) includes radius rod (11) and located lateral bar (12), is set on the located lateral bar (12) Have a lateral coordinates positioner (3), the radius rod (11) and located lateral bar (12) be longer than width respectively with it is hollow The length of plate concrete structure with it is highly consistent.
- 2. bellows coordinate setting instrument according to claim 1, it is characterised in that also including attachment means (4,4'), The longitudinal coordinate spacing strut (2) is detachably connected with positioning framework (1) by attachment means (4,4').
- 3. bellows coordinate setting instrument according to claim 2, it is characterised in that the attachment means (4) include two Side wall opens the U-shaped retainer ring that round-meshed trip bolt I (41), clamp nut I (42) and two side are provided with first through hole I (44) (43), longitudinal coordinate spacing strut (2) both ends are provided with the second through hole I (45), and trip bolt I (41) passes through first through hole I (44) With the second through hole I (45), longitudinal coordinate spacing strut (2) is connected simultaneously with radius rod (11) using U-shaped retainer ring (41) Fastened by clamp nut I (42).
- 4. bellows coordinate setting instrument according to claim 2, it is characterised in that the (4') attachment means include tight Gu screw II (41') and clamp nut II (42'), 90 degree of bending is distinguished at longitudinal coordinate spacing strut (2) both ends, and is rolling over Curved segment middle is provided with the second through hole (45'), and first through hole (44'), trip bolt II are provided with the radius rod (11) (41') connects longitudinal coordinate spacing strut (2) and radius rod (11) with the second through hole (45') through first through hole (44') Connect and fastened by clamp nut II (42').
- 5. bellows coordinate setting instrument according to claim 1, it is characterised in that the longitudinal direction of the positioning framework (1) It is to be detachably connected between locating rod (11) and located lateral bar (12).
- 6. bellows coordinate setting instrument according to claim 1, it is characterised in that the radius rod (11) and horizontal stroke Scale is respectively marked with to locating rod (12).
- 7. bellows coordinate setting instrument according to claim 1, it is characterised in that the lateral coordinates positioner (3) nut to be welded on longitudinal coordinate spacing strut (2) and radius rod (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720507412.3U CN206765068U (en) | 2017-05-09 | 2017-05-09 | Bellows coordinate setting instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720507412.3U CN206765068U (en) | 2017-05-09 | 2017-05-09 | Bellows coordinate setting instrument |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206765068U true CN206765068U (en) | 2017-12-19 |
Family
ID=60650237
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720507412.3U Expired - Fee Related CN206765068U (en) | 2017-05-09 | 2017-05-09 | Bellows coordinate setting instrument |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206765068U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108638323A (en) * | 2018-06-15 | 2018-10-12 | 交通运输部科学研究院 | A kind of beam prefabricated construction reinforced bar binding rack of T and binding method |
-
2017
- 2017-05-09 CN CN201720507412.3U patent/CN206765068U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108638323A (en) * | 2018-06-15 | 2018-10-12 | 交通运输部科学研究院 | A kind of beam prefabricated construction reinforced bar binding rack of T and binding method |
| CN108638323B (en) * | 2018-06-15 | 2023-06-20 | 交通运输部科学研究院 | T-beam prefabrication construction steel bar binding rack and binding method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200814 Address after: 750001 room 1217, 12 / F, building 1, Fortune Center, Qingchun building, Xingqing District, Yinchuan City, Ningxia Hui Autonomous Region Patentee after: Ningxia Zhongda Highway Construction Co.,Ltd. Address before: 750001 Jinfeng District, the Ningxia Hui Autonomous Region, Wanshou Road, No. 142, Yinchuan Patentee before: NINGXIA ROAD & BRIDGE ENGINEERING Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: Office building 2, Luqiao building, 142 Wanshou Road, Yinchuan City, Ningxia Hui Autonomous Region, 750004 Patentee after: Ningxia highway and Bridge Construction Co.,Ltd. Address before: 750001 room 1217, 12 / F, building 1, Fortune Center, Qingchun building, Xingqing District, Yinchuan City, Ningxia Hui Autonomous Region Patentee before: Ningxia Zhongda Highway Construction Co.,Ltd. |
|
| 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: 20171219 |