CN206186089U - Case roof beam reinforcement bed -jig - Google Patents
Case roof beam reinforcement bed -jig Download PDFInfo
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- CN206186089U CN206186089U CN201621249238.9U CN201621249238U CN206186089U CN 206186089 U CN206186089 U CN 206186089U CN 201621249238 U CN201621249238 U CN 201621249238U CN 206186089 U CN206186089 U CN 206186089U
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- bar
- draw
- horizon
- moulding bed
- case beam
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Abstract
The utility model provides a case roof beam reinforcement bed -jig includes grudging post and horizontal bracket, the grudging post includes the base and connects in two of base both ends and fall trapezoidal metal frame, is provided with a plurality of first draw -in groove that the equidistance was arranged on the base, the trapezoidal metal that falls frame both sides all are provided with the bracing steel, and every bracing steel all is provided with the right angle hog frame, horizontal bracket includes connecting rod and horizon bar group, and horizon bar group becomes the gradient gradual change between the length of many horizon bars on just same horizon bar is organized and concerns that the end of every horizon bar is provided with the second draw -in groove including the equidistant many horizon bars of arranging on the connecting rod, every both sides of falling trapezoidal metal frame all is connected with a horizontal bracket. But end web reforcement steel bar equidistance is liftoff to clamp on first draw -in groove, and on vertical a plurality of horizontal bracket of steel bar support rod went up a plurality of second draw -in grooves of the same level, end web reforcement steel bar and longitudinal reinforcement all can be fixed a position, and the ligature degree of difficulty declines to a great extent, improves the efficiency of construction, reduces construction error and reduces the human input.
Description
Technical field
A kind of positioning moulding bed of the utility model design, is a kind of case beam steel bar colligation moulding bed specifically.
Background technology
In prefabricated case beam production, the colligation of framework of steel reinforcement is the important ring that workload is maximum, the most cumbersome, used time is most long
Section.Existing precast box beam steel bar colligation carries out colligation on beam making bench, but because the factor influence such as beam making bench dispersion is deposited
, it is laborious during semi-finished product reinforcing bar portage, cover to reinforcement qualification rate is low, framework of steel reinforcement line style is poor, bar spacing is uneven,
Framework of steel reinforcement is polluted by beam making bench steel plate releasing agent, causes construction error big, and efficiency of construction is low, and human input is larger and beam
The problems such as pedestal turn around time is long.
The content of the invention
The purpose of this utility model is to provide one to provide efficiency of construction and reduce the case beam steel bar colligation of construction error
Moulding bed.
The case beam steel bar colligation moulding bed that the utility model is provided includes stand and level frame；Stand includes base and connection
In two inverted trapezoidal metal frames at base two ends, multiple first draw-in grooves of disposed at equal distance are provided with base；Each falls ladder
Shape metal frame both sides are provided with diagonal brace steel, and every diagonal brace steel is provided with right angle hog frame；Level frame include connecting rod and
The horizon bar group in connecting rod is fixedly connected on, horizon bar group includes many horizon bars being equidistantly positioned, and same level
Into gradient relation between many length of horizon bar in bar group, the end of every horizon bar is provided with the second draw-in groove；Often
The both sides of individual inverted trapezoidal metal frame are respectively connected with a level frame.
Therefore, bottom web reinforcement can be equidistantly installed on the first draw-in groove, the multiple level frames of longitudinal reinforcement support
On multiple second draw-in grooves of upper identical height level, bottom web reinforcement and longitudinal reinforcement are positioned, and then carry out colligation
Work, difficulty of construction declines to a great extent, and improves efficiency of construction, reduces construction error and reduces human input.Right angle is set simultaneously to add
Strong frame makes case beam steel bar colligation moulding bed have weight capacity and service life higher to improve the intensity of support.
Further scheme is multiple inverted trapezoidal metal frames that disposed at equal distance is connected with base.
Therefore, when longitudinal reinforcement has length more long, to prevent elastic deformation, multiple inverted trapezoidal metals are set
Frame and multiple level frames, to ensure colligation precision.
Further scheme is that the straight line parallel that multiple second draw-in grooves in a horizon bar group are linked to be is in inverted trapezoidal metal
The diagonal brace steel of frame.
Therefore, the longitudinal reinforcement holding being placed in multiple second draw-in grooves and the gradient of web always, are improved into
Product precision.
Further scheme is that right angle hog frame includes orthogonal first bar portion and the second bar portion, the first bar portion
Perpendicular to base, diagonal brace steel is connected between the first bar portion and the second bar portion.
Further scheme is that, parallel to the first bar portion, many horizon bars in connecting rod are perpendicular to the connection for connecting rod
Bar.
Further scheme is that stand also includes longitudinal rod, and the top of multiple inverted trapezoidal metal frames is connected by longitudinal rod, indulged
To multiple 3rd draw-in grooves that disposed at equal distance is provided with bar.
Therefore, multiple 3rd draw-in grooves are supported positioning to the web reinforcement in the web reinforcement of bottom, it is further provided
Positioning precision of the moulding bed to bottom web reinforcement.
Further scheme is that base includes at least two bottom bars being parallel to each other, and disposed at equal distance is provided with bottom bar
Multiple first draw-in grooves.
Therefore, multiple first draw-in grooves being arranged on two bottom bars being parallel to each other improve moulding bed to bottom web steel
The positioning precision of the baseplate reinforcing bar in muscle.
Further scheme is that plug-in opening group is provided with inverted trapezoidal metal frame, and the horizon bar group is plugged in described inserting
Dress Kong Zuzhong.
Further scheme is, the distance between two neighboring first draw-in groove and the distance between two neighboring second draw-in groove
It is equal.
Therefore, multiple first draw-in grooves and the 3rd draw-in groove constitute the section group of disposed at equal distance, and each section is
One receiving position of bottom web reinforcement, further increases the positioning performance of moulding bed.
Brief description of the drawings
Fig. 1 is the structure chart of the utility model case beam steel bar colligation moulding bed embodiment.
Fig. 2 is the structure chart of stand in the utility model case beam steel bar colligation moulding bed embodiment.
Fig. 3 is the structure chart at another visual angle of stand in the utility model case beam steel bar colligation moulding bed embodiment.
Fig. 4 is the structure chart of level frame in the utility model case beam steel bar colligation moulding bed embodiment.
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Specific embodiment
Fig. 1 is participated in, Fig. 1 is the structure chart of case beam steel bar colligation moulding bed.The case beam steel bar colligation tire that the utility model is provided
Frame is mainly used in carrying out box beam reinforcing bar positioning colligation work, and the section of box beam is in inverted trapezoidal, therefore case beam steel bar colligation moulding bed master
To be designed according to the profile of box beam.Case beam steel bar colligation moulding bed mainly includes stand 1 and the multiple installed in stand both sides
Level frame 2.
Referring to the structure chart that Fig. 2 and Fig. 3, Fig. 2 and Fig. 3 are the different visual angles of stand 1 in case beam steel bar colligation moulding bed.Stand 1
Include base 10 and be arranged on two inverted trapezoidal metal frames 100 at two ends on the length direction of base 10；Similarly, at two ends
Two inverted trapezoidal metal frames 100 between be provided with multiple inverted trapezoidal metal frames being equidistantly positioned（Not shown in figure）It is connected to
It is not influence the explanation to the structure of stand 1 on base 10, therefore multiple inverted trapezoidal metal frames is omitted and is shown.
Inverted trapezoidal metal frame 100 includes the crossbeam of bottom and is connected to crossbeam both sides and inclines the first diagonal brace steel erect
11 and the second diagonal brace steel 12, the first diagonal brace steel 11 and the second diagonal brace steel 12 are symmetrical arranged and are formed therebetween and have inverted trapezoidal wheel
The upper end of wide receiving position, the upper end of the first diagonal brace steel 11 and the second diagonal brace steel 12 does not set connection.In the back of the body of the first diagonal brace steel 11
Portion is connected with right angle hog frame 13, and right angle hog frame 13 includes the first bar portion 131 and the second bar portion 132, the He of the first bar portion 131
Second bar portion 132 is mutually perpendicular to, and the first bar portion 131, perpendicular to base 10, the second bar portion 132 is parallel to base 10, diagonal brace steel
11 connections and the first bar portion 131 and the second bar portion 132, right angle hog frame 13 are supported to diagonal brace steel 11, so as to improve tiltedly
Support the maximum bearing ability of steel 11.Similarly the dorsal part of the second diagonal brace steel 12 is supported by right angle hog frame 14, the second diagonal brace steel 12
It is connected in the first bar portion 141 and the second bar portion 142 simultaneously.
The first plug-in opening group and the second plug-in opening group are respectively provided with first diagonal brace steel 11 and the second diagonal brace steel 12, first inserts
Dress hole group includes multiple first plug-in openings 111 being equidistantly positioned, and the second plug-in opening group includes the multiple being equidistantly positioned
Second plug-in opening 112, plug-in opening group is used for level frame 2（Fig. 1 shows）Installed.
Base 10 includes two the first bottom bars 101 and the second bottom bar 102 set along the length direction of base 10, the first bottom
The bottom bar 102 of bar 101 and second is arranged in parallel.By taking the second bottom bar 102 as an example, the upper end of the second bottom bar 102 is provided with equidistant
The distance between multiple first draw-in grooves 103 of arrangement, two adjacent first draw-in grooves 103 are set as d1；Multiple inverted trapezoidal metals
The every top of diagonal brace steel is connected by longitudinal rod 15 on frame 100, and longitudinal rod 15 is set parallel to bottom bar 102, is set on longitudinal rod 15
It is equipped with the distance between multiple 3rd draw-in grooves 151 of disposed at equal distance, two adjacent the 3rd draw-in grooves 151 and is set as d2.
It is equal with apart from d2 apart from d1, therefore the draw-in groove 151 of multiple first draw-in grooves 103 and the 3rd forms multiple etc. in stand 1
The section z1 of distance arrangement, each section z1 are the fixed of bottom web reinforcement and accommodate position.
Wherein, in stand 1 diagonal brace steel, right angle hog frame, bottom bar and longitudinal rod etc. are made of L50 angle steel, excellent
Choosing, the thickness of L50 angle steel is 3 millimeters.
Referring to Fig. 4, Fig. 4 is the structure chart of level frame 2.Level frame 2 includes connecting rod 21 and horizon bar group 20, connecting rod 21
It is made of reinforcing bar with horizon bar group 20, connecting rod 21 is strip reinforcing bar, horizon bar group 20 includes many pieces and is equidistantly positioned
Horizon bar 21, many horizon bars 22 arrange and are welded in connecting rod 21 along the length of connecting rod 21, and many horizon bars 22 hang down
Directly in connecting rod 21.
Horizon bar 22 is provided with the second draw-in groove 221 being away from the extending end with the junction of connecting rod 21, many water
Into gradient relation between the length of flat bar 22, the length of many horizon bars 22 is gradually reduced from the bottom up, therefore same
The virtual line L1 that multiple second draw-in grooves 221 on level frame 2 are linked to be favours connecting rod 21.
With reference to Fig. 1 and Fig. 2, by taking the left side of stand 1 as an example, the multiple horizon bars 22 on level frame 2 pass through the first diagonal brace steel 11
On multiple plug-in openings 111, level frame 2 is installed in stand 1.Now, connecting rod 21 is multiple parallel to the first bar portion 131
The virtual line L1 that second draw-in groove 221 is linked to be is parallel to each other with the first diagonal brace steel 11.
On the case beam steel bar colligation moulding bed that the utility model is provided, stand both sides are provided with the level frame being arranged in rows, many
Multiple second draw-in grooves on individual level frame are supported to longitudinal reinforcement, and many longitudinal reinforcements into gradient arrangement constitute box beam abdomen
The reinforcing bar group in face, and multiple bottom web reinforcements of disposed at equal distance are placed on the first draw-in groove and the 3rd draw-in groove in stand, you can
To carrying out colligation work between bottom web reinforcement and longitudinal reinforcement.Due to determining that bottom web reinforcement and longitudinal reinforcement are stablized
Position, therefore reinforcing bar binding work is time saving and energy saving, efficiency of construction, construction quality are improved.
Finally it is emphasized that the foregoing is only preferred embodiment of the present utility model, this reality is not limited to
With new, for a person skilled in the art, the utility model can have various change and change, all in the utility model
Spirit and principle within, any modification, equivalent substitution and improvements done etc. should be included in protection model of the present utility model
Within enclosing.
Claims (10)
1. case beam steel bar colligation moulding bed, it is characterised in that including stand and level frame；
The stand includes base and is connected to two inverted trapezoidal metal frames at the base two ends, is provided with the base
Multiple first draw-in grooves of disposed at equal distance；
Each inverted trapezoidal metal frame both sides are provided with diagonal brace steel, and the every diagonal brace steel is provided with right angle hog frame；
The level frame includes connecting rod and the horizon bar group being fixedly connected in the connecting rod, and the horizon bar group includes
Have between many length of the horizon bar on many horizon bars being equidistantly positioned, and the same horizon bar group into gradient
Gradual change relation, the end of the every horizon bar is provided with the second draw-in groove；
The both sides of each inverted trapezoidal metal frame are respectively connected with a level frame.
2. case beam steel bar colligation moulding bed according to claim 1, it is characterised in that：
The multiple described inverted trapezoidal metal frame of disposed at equal distance is connected with the base.
3. case beam steel bar colligation moulding bed according to claim 2, it is characterised in that：
The straight line parallel where multiple described second draw-in groove in one horizon bar group is in the oblique of the inverted trapezoidal metal frame
Support steel.
4. case beam steel bar colligation moulding bed according to claim 2, it is characterised in that：
The right angle hog frame includes orthogonal first bar portion and the second bar portion, and first bar portion is perpendicular to the bottom
Seat, the diagonal brace steel is connected between first bar portion and second bar portion.
5. case beam steel bar colligation moulding bed according to claim 4, it is characterised in that：
, parallel to first bar portion, many horizon bars in the connecting rod are perpendicular to the connecting rod for the connecting rod.
6. case beam steel bar colligation moulding bed according to claim 2, it is characterised in that：
The stand also includes longitudinal rod, and the top of multiple inverted trapezoidal metal frames is connected by the longitudinal rod, the longitudinal direction
Multiple 3rd draw-in grooves of disposed at equal distance are provided with bar.
7. case beam steel bar colligation moulding bed according to claim 1, it is characterised in that：
The base includes at least two bottom bars being parallel to each other, and multiple described the of disposed at equal distance is provided with the bottom bar
One draw-in groove.
8. case beam steel bar colligation moulding bed according to claim 7, it is characterised in that：
The distance between two neighboring described first draw-in groove and the distance between two neighboring second draw-in groove are equal.
9. case beam steel bar colligation moulding bed according to claim 1, it is characterised in that：
Plug-in opening group is provided with the inverted trapezoidal metal frame, the horizon bar group is plugged in the plug-in opening group.
10. the case beam steel bar colligation moulding bed according to any one of claim 1 to 9, it is characterised in that：
The support is made of L50 angle steel, and the level frame is made of reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621249238.9U CN206186089U (en) | 2016-11-21 | 2016-11-21 | Case roof beam reinforcement bed -jig |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621249238.9U CN206186089U (en) | 2016-11-21 | 2016-11-21 | Case roof beam reinforcement bed -jig |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206186089U true CN206186089U (en) | 2017-05-24 |
Family
ID=58727312
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621249238.9U Active CN206186089U (en) | 2016-11-21 | 2016-11-21 | Case roof beam reinforcement bed -jig |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206186089U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193602A (en) * | 2018-02-07 | 2018-06-22 | 中交公局第二工程有限公司 | A kind of adjustable web hooping mounting and positioning device |
| CN112719669A (en) * | 2020-12-25 | 2021-04-30 | 中交二航局第四工程有限公司 | Segmental beam steel bar manufacturing and installing production line |
-
2016
- 2016-11-21 CN CN201621249238.9U patent/CN206186089U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193602A (en) * | 2018-02-07 | 2018-06-22 | 中交公局第二工程有限公司 | A kind of adjustable web hooping mounting and positioning device |
| CN112719669A (en) * | 2020-12-25 | 2021-04-30 | 中交二航局第四工程有限公司 | Segmental beam steel bar manufacturing and installing production line |
| CN112719669B (en) * | 2020-12-25 | 2022-05-20 | 中交二航局第四工程有限公司 | Section beam steel bar system installation assembly line |
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| GR01 | Patent grant |