CN205839599U - Pier stud reinforcing bar location auxiliary moulding bed - Google Patents
Pier stud reinforcing bar location auxiliary moulding bed Download PDFInfo
- Publication number
- CN205839599U CN205839599U CN201620556952.6U CN201620556952U CN205839599U CN 205839599 U CN205839599 U CN 205839599U CN 201620556952 U CN201620556952 U CN 201620556952U CN 205839599 U CN205839599 U CN 205839599U
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- reinforcing bar
- pier stud
- moulding bed
- angle
- location
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Abstract
This utility model relates to a kind of pier stud reinforcing bar location auxiliary moulding bed, it is mainly used in assisting the main muscle in bridge foot stall steel muscle construction process to be accurately positioned, including angle iron frame, location round steel, strengthen the lumps of wood, connecting bolt, connect reinforcing bar and the main muscle of pier stud, described angle iron frame is vertically formed by connecting by angle steel by the alignment layers being positioned at angle iron frame upper and lower, the described reinforcement lumps of wood is arranged on alignment layers surrounding, the described reinforcement lumps of wood is fixed between adjacent two angle steel by connecting bolt, in alignment layers outboard angle, welding snaps in the location round steel of the main muscle of pier stud, each of angle iron frame is by angle steel and connects the reinforcing bar stable entirety of reinforcement formation.This utility model promotes the precision of reinforcing bar binding and on-the-spot integral construction quality, and after reinforcing bar binding completes, available lifting machine hangs out this moulding bed, reaches the energy-saving effect that secondary utilizes.
Description
Technical field:
This utility model belongs to bridge substructure construction field, it is adaptable to bridge pier column reinforcement engineering construction.
Background technology:
Along with advancing at utmost speed of national economy, city size constantly expands, the development of urban elevated bridge, to overhead
The requirement that bridge pier column is coordinated with bent cap form fit improves constantly, square main pier that form fit is attractive in appearance or octagonal pier stud by
Gradually instead of the circular-sectioned pier that original profile is more dull.As the outer dripping structure of bridge important component part, square pier stud
Appearance and construction quality are most important.Bridges in Our Country construction at present is gradually moved towards standardization, particularly bridge pier column and is constructed,
Bar spacing and pier stud protective layer thickness control more and more stricter.
The pier shaft reinforcing bar Embedment Construction technique taked at present is relatively easy, i.e. on-the-spot according to pier shaft size, after Primary Location
Workman i.e. starts to lay main muscle, is then manually connected by colligation or Type of Welding with stirrup by main muscle, finally install level and
Vertical lacing wire, i.e. completes the construction of pier shaft reinforcing bar.Or take accurately to control pier stud reinforcing bar in reinforcement yard according to figure paper size
Size, spacing, then during construction, integral hoisting to construction location carries out assembly, but in work progress especially integral hoisting time hold
Reinforcement displacement easily occur or conflicts with cushion cap reinforcing bar, causing relatively large deviation on the contrary after on-the-spot adjustment thus affect construction quality and speed
Degree.For guaranteeing pier stud reinforcing bar accurate positioning, the pier stud finished product built up is made vertically to spend, bulk and presentation quality are satisfied by rule
Model requirement, generally in good slave mode, by the improvement to existing construction technology, it is necessary to offer one is novel can be auxiliary
Help the main muscle of pier stud pinpoint construction moulding bed, solve main muscle in bridge pier column work progress and position inaccurate and cover to reinforcement
Control a difficult problem not in place.
Summary of the invention:
The purpose of this utility model is to provide the device of a kind of effective location pier stud reinforcing bar, it is intended to solve current foot stall steel
The colligation of muscle scene causes construction error big, and bar spacing and protective layer control deficiency, and the problem that reinforcing bar binding outward appearance is poor.
For solving the problems referred to above, a kind of pier stud reinforcing bar location auxiliary moulding bed, including angle iron frame, location round steel, reinforcement side
Wood, connecting bolt, connection reinforcing bar and the main muscle of pier stud, described angle iron frame is led to by the alignment layers being positioned at angle iron frame upper and lower
Cross angle steel to be vertically formed by connecting, the side of described alignment layers be placed with between the draw-in groove that two angle steel are formed dorsad in reinforcement side
Wood, the described reinforcement lumps of wood is fixed between adjacent two angle steel by connecting bolt, welds and snap in alignment layers outboard angle
The location round steel of the main muscle of pier stud, each of angle iron frame is by angle steel and connects the reinforcing bar stable entirety of reinforcement formation.
Preferably, the surrounding of described alignment layers all has the reinforcement lumps of wood.
Preferably, auxiliary moulding bed bilevel alignment layers four sides, described the location same sex, symmetrically structure enhanced stability.
Preferably, described location auxiliary moulding bed is fixed by fixing bolt, the main muscle of reinforcing bar is pre-buried and cushion cap has poured
Rear directly dismounting.
Compared with prior art, this utility model can effectively fix pier stud reinforcement location, accurately controls pier stud reinforcing bar
Spacing and protective layer thickness, it is ensured that the construction quality of pier stud reinforcing bar.
Accompanying drawing illustrates:
Below in conjunction with the accompanying drawings this utility model is further illustrated.
Fig. 1 is the planar structure schematic diagram of the pier stud reinforcing bar location auxiliary moulding bed that this utility model provides；
Fig. 2 is the side structure schematic diagram of the pier stud reinforcing bar location auxiliary moulding bed that this utility model provides.
In figure: 1, angle iron frame；11, angle steel；12, alignment layers；2, location round steel；3, the lumps of wood is strengthened；4, connecting stud；5、
Connect reinforcing bar；6, the main muscle of pier stud.
Detailed description of the invention:
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing and enforcement
Example, is further elaborated to this utility model.Should be appreciated that specific embodiment described herein is only in order to explain
This utility model, is not used to limit this utility model.
Fig. 1 show pier stud reinforcing bar location auxiliary that this utility model the provides angle steel 11 included by moulding bed alignment layers 12,
The position signal of location round steel 2, the reinforcement lumps of wood 3, connecting bolt 4, connection reinforcing bar 5 and the main muscle of pier stud 6.
Below in conjunction with the accompanying drawings and application principle of the present utility model is further described by specific embodiment.
As it is shown in figure 1, this pier stud reinforcing bar location assists alignment layers 12 on the angle iron frame 1 in moulding bed can use ∠ 5 × 5 jiaos
Cube structure that steel 11 is welded or other shaping sizes, alignment layers 12 side is arranged dorsad by inside and outside two angle steel 11,
The middle reinforcement lumps of wood 3 placing 5 × 5cm, the described reinforcement lumps of wood 3 length is unified with angle steel 11 notch size, by equidistantly setting
The connecting bolt 4 put is by angle steel 11 and strengthens the lumps of wood 3 fixing formation stable frame, and connecting bolt 4 uses M10*100 bolt, fixed
Circle of position steel 2 can use the plain bar of diameter 10mm, is welded on outside angle steel 11 according to rebar sizes drawing, its bayonet socket formed
Position is the position location of the main muscle of pier stud 6, the alignment layers 12 surrounding same sex, symmetrical configuration, and 1 four sides of angle iron frame are middle all
Having twice to connect reinforcing bar 5, the spiral that connection reinforcing bar 5 can use support to be 12mm prevents main body frame from deforming.
As in figure 2 it is shown, four angle ∠ 5 × 5 angle steel 11 between two alignment layers 12 vertically connect, between alignment layers 12 is vertical
Can suitably adjust away from for 2m(), connect reinforcing bar 5 by multiple tracks between each angle steel 11 and be attached strengthening, make angle iron frame 1 tie
Structure more they tends to more stable and stronger.
Before pier stud reinforcement construction, first process this novel pier stud reinforcing bar location auxiliary tire according to drawing and scene are actual
Frame, processing quantity determines according to quantities, meets project progress and requires to be advisable.This pier stud reinforcing bar location auxiliary moulding bed is placed extremely
Pier stud reinforcing bar lashing location, determines moulding bed predeterminated position according to measurement and positioning, is positioned by pier stud reinforcing bar after determining position zero deflection
Auxiliary moulding bed is fixed on above cushion cap reinforcing bar, starts pre-buried assembling reinforcement, and the main muscle of pier stud 6 snaps in setting circle on upper and lower alignment layers 12
The spacer bar bayonet socket position that steel 2 is formed, the main muscle of pier stud 6 in border is pre-buried complete after, check the accuracy of its pre-buried position
And spacing, then can carry out cushion cap concreting.Effectively fixed pier stud main muscle 6 position by spacer bar, accurately control
Pier stud bar spacing processed and protective layer thickness, it is ensured that the construction quality of pier stud reinforcing bar binding, then can hang this pier stud reinforcing bar of shifting
Location auxiliary moulding bed carries out later process operation.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model, all at this
Any amendment, equivalent and the improvement etc. made within the spirit of utility model and principle, should be included in this utility model
Protection domain within.
Claims (4)
1. a pier stud reinforcing bar location auxiliary moulding bed, it is characterised in that: include angle iron frame (1), location round steel (2), reinforcement side
Wood (3), connecting bolt (4), connection reinforcing bar (5) and the main muscle of pier stud (6), described angle iron frame (1) is by being positioned on angle iron frame (1)
The alignment layers (12) of portion and bottom is vertically formed by connecting by angle steel (11)；The side of described alignment layers (12) is placed with two angles
The reinforcement lumps of wood (3) between the draw-in groove that steel (11) is formed dorsad, the described reinforcement lumps of wood (3) is fixed on phase by connecting bolt (4)
Between adjacent two angle steel (11), snap in the location round steel of the main muscle of pier stud (6) in the upper welding of alignment layers (12) outboard angle (11)
(2)；Each of angle iron frame (1) is by angle steel (11) and connects reinforcing bar (5) the stable entirety of reinforcement formation.
2. pier stud reinforcing bar location as claimed in claim 1 auxiliary moulding bed, it is characterised in that: the surrounding of described alignment layers (12) is equal
There is the reinforcement lumps of wood (3).
3. pier stud reinforcing bar location as claimed in claim 1 auxiliary moulding bed, it is characterised in that: described location auxiliary moulding bed upper and lower two
Alignment layers (12) same sex on four sides of layer, symmetrically structure.
4. pier stud reinforcing bar location as claimed in claim 1 auxiliary moulding bed, it is characterised in that: described location auxiliary moulding bed is by just
After reinforcing bar binding completes, the fixing bolt of directly dismounting is fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620556952.6U CN205839599U (en) | 2016-06-12 | 2016-06-12 | Pier stud reinforcing bar location auxiliary moulding bed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620556952.6U CN205839599U (en) | 2016-06-12 | 2016-06-12 | Pier stud reinforcing bar location auxiliary moulding bed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205839599U true CN205839599U (en) | 2016-12-28 |
Family
ID=58152049
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620556952.6U Withdrawn - After Issue CN205839599U (en) | 2016-06-12 | 2016-06-12 | Pier stud reinforcing bar location auxiliary moulding bed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205839599U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400687A (en) * | 2016-06-12 | 2017-02-15 | 中交公局第二工程有限公司 | Positioning assisting assembly jig for pier column reinforcing rib |
| CN108385526A (en) * | 2018-01-31 | 2018-08-10 | 中国建筑第六工程局有限公司 | A kind of pier stud reinforcing bar security protection integration sizing moulding bed |
| CN108842637A (en) * | 2018-08-30 | 2018-11-20 | 中铁六局集团广州工程有限公司 | Frame built in solid pier pier shaft and solid pier pier construction method |
| CN108951429A (en) * | 2018-08-30 | 2018-12-07 | 中铁六局集团广州工程有限公司 | The method of frame and hollow pier pier construction built in hollow pier pier shaft |
| CN110804943A (en) * | 2019-11-22 | 2020-02-18 | 江苏旭辰交通科技发展有限公司 | On-site construction method for urban assembled vase pier steel reinforcement framework |
| CN114351944A (en) * | 2022-01-06 | 2022-04-15 | 广西路桥工程集团有限公司 | Special-shaped steel bar and stirrup processing system, special-shaped jig, steel bar cage and processing method |
-
2016
- 2016-06-12 CN CN201620556952.6U patent/CN205839599U/en not_active Withdrawn - After Issue
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400687A (en) * | 2016-06-12 | 2017-02-15 | 中交公局第二工程有限公司 | Positioning assisting assembly jig for pier column reinforcing rib |
| CN106400687B (en) * | 2016-06-12 | 2018-09-25 | 中交一公局第二工程有限公司 | A kind of pier stud reinforcing bar positioning auxiliary moulding bed |
| CN108385526A (en) * | 2018-01-31 | 2018-08-10 | 中国建筑第六工程局有限公司 | A kind of pier stud reinforcing bar security protection integration sizing moulding bed |
| CN108842637A (en) * | 2018-08-30 | 2018-11-20 | 中铁六局集团广州工程有限公司 | Frame built in solid pier pier shaft and solid pier pier construction method |
| CN108951429A (en) * | 2018-08-30 | 2018-12-07 | 中铁六局集团广州工程有限公司 | The method of frame and hollow pier pier construction built in hollow pier pier shaft |
| CN110804943A (en) * | 2019-11-22 | 2020-02-18 | 江苏旭辰交通科技发展有限公司 | On-site construction method for urban assembled vase pier steel reinforcement framework |
| CN114351944A (en) * | 2022-01-06 | 2022-04-15 | 广西路桥工程集团有限公司 | Special-shaped steel bar and stirrup processing system, special-shaped jig, steel bar cage and processing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20161228 Effective date of abandoning: 20180925 |
|
| AV01 | Patent right actively abandoned |