CN206233599U - Concrete beam reinforcing skeleton constructing device - Google Patents
Concrete beam reinforcing skeleton constructing device Download PDFInfo
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- CN206233599U CN206233599U CN201621109865.2U CN201621109865U CN206233599U CN 206233599 U CN206233599 U CN 206233599U CN 201621109865 U CN201621109865 U CN 201621109865U CN 206233599 U CN206233599 U CN 206233599U
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- 239000004567 concrete Substances 0.000 title claims abstract description 285
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 217
- 238000010276 construction Methods 0.000 claims abstract description 98
- 210000000988 bone and bone Anatomy 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 description 44
- 229910000831 Steel Inorganic materials 0.000 description 26
- 239000010959 steel Substances 0.000 description 26
- 210000003205 muscle Anatomy 0.000 description 17
- 230000007423 decrease Effects 0.000 description 16
- 239000002689 soil Substances 0.000 description 8
- 238000009434 installation Methods 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 6
- 230000015271 coagulation Effects 0.000 description 5
- 238000005345 coagulation Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000000630 rising effect Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 240000009087 Crescentia cujete Species 0.000 description 1
- 235000005983 Crescentia cujete Nutrition 0.000 description 1
- 235000009797 Lagenaria vulgaris Nutrition 0.000 description 1
- 235000014676 Phragmites communis Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000011265 semifinished product Substances 0.000 description 1
- 238000012163 sequencing technique Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Abstract
The utility model provides a kind of concrete beam reinforcing skeleton constructing device, including the first support frame, second support frame, hanging beam and lifting driver part, first and second support frames it is longitudinally disposed and each other interval setting so as between the first and second support frames formed concrete beam reinforcing skeleton construction space, hanging beam laterally wears concrete beam reinforcing skeleton construction space and two ends are located in the first and second support frames respectively, lifting driver part is provided with first and second support frames, the two ends that lifting driver part in first and second support frames connects hanging beam respectively are used to lift hanging beam.It is preferred that also shelving longitudinal cross bar and the horizontal cross bar of middle part connection etc. including hanging beam.Additionally provide concrete beam reinforcing skeleton construction method.Concrete beam reinforcing skeleton constructing device of the present utility model causes concrete beam reinforcing skeleton short construction period, and efficiency of construction is high, and low cost, construction quality is good, designs ingenious, simple for structure, sets up simplicity, is suitable to large-scale promotion application.
Description
Technical field
The utility model is related to architectural engineering construction technique field, more particularly to concrete beam reinforcing skeleton construction technology neck
Domain, specifically refers to a kind of concrete beam reinforcing skeleton constructing device.
Background technology
In architectural engineering, beams of concrete is generally used for frame structure, frame-shear-wall structure, and frame column falls within concrete
It is most basic supporting member in the engineering structures such as building construction, bridge construction on beam or on beams of concrete crosspoint.
, limb number intensive for stirrup is more, steel area is big, closely spaced overlength super large beams of concrete, conventional construction method
It is the welding angle bar frame spacer bar colligation in beam, long construction period, welding capacity is big, and work efficiency is low, high cost, and weld job breaks
Bad waterproof and it is difficult to ensure that reinforcing bar dense part construction quality.
Accordingly, it is desirable to provide a kind of concrete beam reinforcing skeleton construction method, its short construction period, efficiency of construction is high, into
This is low, and construction quality is good.
Utility model content
In order to overcome above-mentioned shortcoming of the prior art, a purpose of the present utility model is to provide a kind of beams of concrete
Framework of steel reinforcement constructing device, it causes concrete beam reinforcing skeleton short construction period, and efficiency of construction is high, low cost, construction quality
It is good, it is suitable to large-scale promotion application.
Another object of the present utility model is to provide a kind of concrete beam reinforcing skeleton constructing device, and its design is ingenious,
It is simple for structure, simplicity is set up, it is suitable to large-scale promotion application.
To achieve the above objectives, in first aspect of the present utility model, there is provided a kind of concrete beam reinforcing skeleton construction dress
Put, be characterized in, including the first support frame, the second support frame, hanging beam and lifting driver part, first support frame and described
Second support frame it is longitudinally disposed and each other interval setting so as in first support frame and second support frame
Between form concrete beam reinforcing skeleton construction space, the hanging beam laterally wears the concrete beam reinforcing skeleton construction space
And two ends are located in first support frame and in second support frame respectively, with described second in first support frame
The lifting driver part is provided with support, the lifting driver part in first support frame and described second
The two ends that the lifting driver part in support connects described hanging beam respectively are used to lift the hanging beam.
It is preferred that the hanging beam is I-steel hanging beam.
It is preferred that the number of the hanging beam is many, many hanging beams are parallel to each other interval setting, and the lifting drives
The number of part is the twice of the number of the hanging beam, the lifting driver part, described second in first support frame
The lifting driver part and the hanging beam in support frame connect one to one.
It is preferred that first support frame and second support frame include some vertical vertical rods, some longitudinal cross bars
With some horizontal cross bars, some vertical vertical rods be parallel to each other interval setting and formed the first vertical rod group and the second vertical rod group,
The described vertical vertical rod in described vertical vertical rod and the second vertical rod group in the first vertical rod group along longitudinal arrangement, if
Do longitudinal cross bar to be parallel to each other interval setting, every longitudinal cross bar connects described vertical in the first vertical rod group
Described vertical vertical rod in vertical rod or the second vertical rod group, the horizontal cross bar is parallel to each other and interval setting and connects institute respectively
The wherein one vertical vertical rod in the wherein one vertical vertical rod and the second vertical rod group in the first vertical rod group is stated,
The lifting driver part is arranged on the horizontal cross bar, and the concrete beam reinforcing skeleton construction space is located at described first
Between the first vertical rod group in the first vertical rod group and second support frame in support frame, the two of described hanging beam
End is located between two adjacent vertical vertical rods of the first vertical rod group in first support frame and described the respectively
Between two adjacent vertical vertical rods of the first vertical rod group in two support frames.
More preferably, first support frame and second support frame also include vertical hound, the vertical diagonal brace
The top and bottom of bar connect two horizontal cross bars respectively, and this two horizontal cross bars are vertically setting up and down, described
The connection that lifting driver part is arranged on this two described horizontal cross bars above of the horizontal cross bar is described vertical oblique
On the position of strut.
More preferably, first support frame and second support frame also include vertical reinforcement vertical rod, described first
First vertical rod in two adjacent vertical vertical rods and second support frame of the first vertical rod group in support
Two adjacent vertical vertical rods of group are respectively connected with the vertical reinforcement vertical rod.
It is preferred that the concrete beam reinforcing skeleton constructing device also include vertical bridging, first support frame and
Second support frame is respectively connected with the vertical bridging.
It is preferred that the concrete beam reinforcing skeleton constructing device also includes vertical throwing strut and transverse support bar, it is described
Vertical one end for throwing strut connects one end of the transverse support bar, the upper and lower part of first support frame and described the
The upper and lower part of two support frames be respectively connected with it is described it is vertical throw strut the other end and the transverse support bar it is another
End.
It is preferred that the concrete beam reinforcing skeleton constructing device also includes top drawknot transverse direction cross bar, the top is drawn
The horizontal cross bar of knot is located at the top of the concrete beam reinforcing skeleton construction space and two ends connect first support frame respectively
With second support frame.
It is preferred that being detachably provided with hanging beam in first support frame and second support frame shelves longitudinal horizontal stroke
Bar, the hanging beam shelves longitudinal cross bar in the lifting travel of the hanging beam, and the two ends of described hanging beam are respectively rested on institute
State the hanging beam in the first support frame shelve on longitudinal cross bar and second support frame in the hanging beam shelve longitudinal horizontal stroke
On bar.
It is preferred that being provided with spacing longitudinal cross bar, the coagulation in first support frame and second support frame
Native beam reinforcement cages construction space is located in the described spacing longitudinal cross bar and second support frame in first support frame
Described spacing longitudinal cross bar between.
It is preferred that the concrete beam reinforcing skeleton constructing device also includes that middle part connects horizontal cross bar, the middle part connects
Connect horizontal cross bar laterally wear the concrete beam reinforcing skeleton construction space and two ends respectively be located at first support frame in
Be detachably connected in second support frame and respectively first support frame and second support frame.
It is preferred that the lifting driver part includes Manual hoisting cucurbit and drawstring, it is in first support frame and described
The Manual hoisting cucurbit is provided with second support frame, the Manual hoisting cucurbit connects the drawstring, described first
The drawstring in the drawstring and second support frame in support connects the two ends of described hanging beam respectively.
It is preferred that the concrete beam reinforcing skeleton constructing device also includes riser guide, first support frame is neutralized
The riser guide is provided with second support frame, the two ends of described hanging beam are located in first support frame respectively
The riser guide in and second support frame in the riser guide in, the lifting driver part and the lifting
Guide rail is equipped with for making the hanging beam be lifted along the riser guide.
In second aspect of the present utility model, a kind of concrete beam reinforcing skeleton construction method is passed through, has been characterized in, institute
Concrete beam reinforcing skeleton construction method is stated using above-mentioned concrete beam reinforcing skeleton constructing device and is comprised the following steps：
(1) first support frame and second support are placed on the two of concrete beam reinforcing skeleton riding position
Side, the concrete beam reinforcing skeleton construction space is located at the top of the concrete beam reinforcing skeleton riding position；
(2) in the concrete beam reinforcing skeleton construction space, concrete beam reinforcing skeleton is made on the hanging beam
It is hung on the hanging beam with the concrete beam reinforcing skeleton that will be made；
(3) lifting driver part is operated by the hanging beam and the concrete joist steel being hung on the hanging beam
Muscles and bones frame declines until the concrete beam reinforcing skeleton falls in the concrete beam reinforcing skeleton riding position；
(4) the concrete beam reinforcing skeleton constructing device is removed.
It is preferred that the concrete beam reinforcing skeleton constructing device in-site installation, the step (1) is also including step：Will
First support frame and second support frame it is longitudinally disposed and each other interval setting so as at described first
The concrete beam reinforcing skeleton construction space is formed between support and second support frame, the hanging beam is laterally worn into institute
State concrete beam reinforcing skeleton construction space and two ends are located in first support frame and in second support frame respectively,
In first support frame and the lifting driver part is respectively provided with second support frame, by first support frame
The lifting driver part in the lifting driver part and second support frame connects the two ends of described hanging beam respectively
For lifting the hanging beam.
It is preferred that the concrete beam reinforcing skeleton include beams of concrete on arrange longitudinal reinforcement, beams of concrete vertical stirrup,
Arrange longitudinal reinforcement, beams of concrete lateral tie and beams of concrete longitudinal direction waist muscle under beams of concrete, the step (2) is hung described
The operation that concrete beam reinforcing skeleton is made on beam specifically includes following steps：
(21) reinforcing bar position line is drawn on the hanging beam, will arranges vertical on the beams of concrete according to the reinforcing bar position line
It is placed on the hanging beam to reinforcing bar；
(22) the beams of concrete vertical stirrup is articulated on the beams of concrete and is arranged on longitudinal reinforcement；
(23) bottom that longitudinal reinforcement connects the beams of concrete vertical stirrup will be arranged under the beams of concrete；
(24) the beams of concrete lateral tie vertically interval setting and is connected into the beams of concrete vertical stirrup；
(25) on the beams of concrete vertical stirrup of first support frame and in second support frame
Beams of concrete longitudinal direction waist muscle is all connected with the beams of concrete vertical stirrup.
More preferably, the concrete beam reinforcing skeleton constructing device also includes that middle part connects horizontal cross bar, and the middle part connects
Connect horizontal cross bar laterally wear the concrete beam reinforcing skeleton construction space and two ends respectively be located at first support frame in
Be detachably connected in second support frame and respectively first support frame and second support frame；
After the step (24) and before the step (25), the system on the hanging beam of the step (2)
The operation for making concrete beam reinforcing skeleton specifically also includes step：Beams of concrete longitudinal direction waist muscle is placed in the middle part connection
On horizontal cross bar；
After the step (25), the work that concrete beam reinforcing skeleton is made on the hanging beam of the step (2)
Sequence specifically also includes step：The middle part is connected into horizontal cross bar to remove.
It is preferred that in the concrete beam reinforcing skeleton constructing device, the number of the hanging beam is many, described in many
Hanging beam is parallel to each other interval setting, and the number of the lifting driver part is the twice of the number of the hanging beam, described first
The lifting driver part in the lifting driver part, second support frame and the hanging beam in support are corresponded
Connection, the decline operation of the step (3) specifically includes step：Under operating the lifting driver part and making the hanging beam several times
Drop, every time decline a segment distance, and along the concrete beam reinforcing skeleton centre to the hanging beam on the direction of both sides successively
Delay once declines.
It is preferred that in the concrete beam reinforcing skeleton constructing device, first support frame and described second is supported
Hanging beam is provided with frame and shelves longitudinal cross bar, the two ends of described hanging beam are respectively rested on described in first support frame
The hanging beam that hanging beam shelves on longitudinal cross bar and in second support frame is shelved on longitudinal cross bar；The step (2) it
Afterwards and before the step (3), the concrete beam reinforcing skeleton construction method also includes step：The operation lifting is driven
Dynamic component makes the hanging beam rising shelve longitudinal cross bar so as to leave the hanging beam, the hanging beam then is shelved into longitudinal cross bar and is torn open
Remove.
More preferably, after the step (1) and before the step (2), the concrete beam reinforcing skeleton is applied
Work method also includes step：Operate the lifting driver part hanging beam is increased and shelve longitudinal horizontal stroke so as to leave the hanging beam
Bar is until reach suitable construction location.
It is preferred that the step (4) specifically includes：
(41) hanging beam is removed from the lifting driver part；
(42) by first support frame and second support frame from described concrete beam reinforcing skeleton riding position
Both sides remove；
(43) hanging beam is taken away from the concrete beam reinforcing skeleton.
The beneficial effects of the utility model are essentially consisted in：
1st, concrete beam reinforcing skeleton constructing device of the present utility model includes the first support frame, the second support frame, hanging beam
And lifting driver part, the first support frame and the second support frame it is longitudinally disposed and each other interval setting so as to first
Concrete beam reinforcing skeleton construction space is formed between support frame and the second support frame, hanging beam laterally wears concrete beam reinforcing bone
Frame construction space and two ends are located at during the first support frame neutralizes the second support frame respectively, and the first support frame is neutralized in the second support frame
Lifting driver part is provided with, the lifting driver part in lifting driver part and the second support frame in the first support frame point
Not Lian Jie hanging beam two ends be used for lift hanging beam, so as to by hanging beam make concrete beam reinforcing skeleton and by lifting drive
Dynamic component lifts hanging beam and concrete beam reinforcing skeleton is dropped into concrete beam reinforcing skeleton riding position, therefore so that it is mixed
Solidifying soil beam reinforcement cages short construction period, efficiency of construction is high, and low cost, construction quality is good, is suitable to large-scale promotion application.
2nd, concrete beam reinforcing skeleton constructing device of the present utility model includes the first support frame, the second support frame, hanging beam
And lifting driver part, the first support frame and the second support frame it is longitudinally disposed and each other interval setting so as to first
Concrete beam reinforcing skeleton construction space is formed between support frame and the second support frame, hanging beam laterally wears concrete beam reinforcing bone
Frame construction space and two ends are located at during the first support frame neutralizes the second support frame respectively, and the first support frame is neutralized in the second support frame
Lifting driver part is provided with, the lifting driver part in lifting driver part and the second support frame in the first support frame point
Not Lian Jie hanging beam two ends be used for lift hanging beam, so as to by hanging beam make concrete beam reinforcing skeleton and by lifting drive
Dynamic component lifts hanging beam and concrete beam reinforcing skeleton is dropped into concrete beam reinforcing skeleton riding position, therefore, design is skilful
It is wonderful, it is simple for structure, simplicity is set up, it is suitable to large-scale promotion application.
3rd, concrete beam reinforcing skeleton construction method of the present utility model is constructed using above-mentioned concrete beam reinforcing skeleton
Device is simultaneously comprised the following steps：(1) the first support frame and the second support are placed on concrete beam reinforcing skeleton riding position
Both sides, concrete beam reinforcing skeleton construction space is located at the top of concrete beam reinforcing skeleton riding position；(2) in beams of concrete
In framework of steel reinforcement construction space, the concrete beam reinforcing skeleton for making concrete beam reinforcing skeleton that will make on hanging beam is hung
It is located on hanging beam；(3) operation lifting driver part declines hanging beam and the concrete beam reinforcing skeleton being hung on hanging beam straight
Fall in concrete beam reinforcing skeleton riding position to concrete beam reinforcing skeleton；(4) concrete beam reinforcing skeleton is constructed
Device is removed, therefore, short construction period, efficiency of construction is high, low cost, and construction quality is good, is suitable to large-scale promotion application.
4th, concrete beam reinforcing skeleton construction method of the present utility model is constructed using above-mentioned concrete beam reinforcing skeleton
Device is simultaneously comprised the following steps：(1) the first support frame and the second support are placed on concrete beam reinforcing skeleton riding position
Both sides, concrete beam reinforcing skeleton construction space is located at the top of concrete beam reinforcing skeleton riding position；(2) in beams of concrete
In framework of steel reinforcement construction space, the concrete beam reinforcing skeleton for making concrete beam reinforcing skeleton that will make on hanging beam is hung
It is located on hanging beam；(3) operation lifting driver part declines hanging beam and the concrete beam reinforcing skeleton being hung on hanging beam straight
Fall in concrete beam reinforcing skeleton riding position to concrete beam reinforcing skeleton；(4) concrete beam reinforcing skeleton is constructed
Device is removed, therefore, design ingenious, it is easy to operate, it is suitable to large-scale promotion application.
These and other objects of the present utility model, feature and advantage, by following detailed descriptions, accompanying drawing and right will
Try to achieve to fully demonstrate, and can be achieved by means, device and the combinations thereof specially pointed out in appended claims.
Brief description of the drawings
Fig. 1 is to be fabricated to coagulation using a specific embodiment of concrete beam reinforcing skeleton constructing device of the present utility model
The schematic perspective view of native beam reinforcement cages.
Fig. 2 is the concrete beam reinforcing bone for using the specific embodiment shown in Fig. 1 to make the specific embodiment shown in Fig. 1
The schematic perspective view of concrete beam reinforcing skeleton riding position is dropped down onto under frame, wherein hanging beam shelves longitudinal cross bar and middle part connection
Horizontal cross bar is first removed.
Fig. 3 is the schematic side view of the specific embodiment shown in Fig. 1, wherein not showing lifting driver part and middle part connection
Horizontal cross bar.
Fig. 4 is the schematic front view of the specific embodiment shown in Fig. 1, wherein not showing lifting driver part and middle part connection
Horizontal cross bar.
Fig. 5 is to use the specific embodiment shown in Fig. 1 to install the schematic side view that longitudinal reinforcement is arranged on beams of concrete.
Fig. 6 is to use the specific embodiment shown in Fig. 1 to install the schematic front view that longitudinal reinforcement is arranged on beams of concrete.
Fig. 7 is beams of concrete longitudinal direction stirrup to be installed on the basis of Fig. 5 and Fig. 6, longitudinal reinforcement is arranged under beams of concrete and mixed
The schematic side view of solidifying soil beam lateral tie.
Fig. 8 is beams of concrete longitudinal direction stirrup to be installed on the basis of Fig. 5 and Fig. 6, longitudinal reinforcement is arranged under beams of concrete and mixed
The schematic front view of solidifying soil beam lateral tie.
Fig. 9 is the schematic side view that horizontal cross bar is connected in the middle part of being installed on the basis of Fig. 7 and Fig. 8.
Figure 10 is the schematic front view that horizontal cross bar is connected in the middle part of being installed on the basis of Fig. 7 and Fig. 8.
Figure 11 is the schematic side view that beams of concrete longitudinal direction waist muscle is installed on the basis of Fig. 9 and Figure 10.
Figure 12 is the schematic front view that beams of concrete longitudinal direction waist muscle is installed on the basis of Fig. 9 and Figure 10.
Figure 13 is to install lifting driver part on the basis of Figure 11 and Figure 12 and middle part is connected into horizontal cross bar to remove
Schematic side view.
Figure 14 is to install lifting driver part on the basis of Figure 11 and Figure 12 and middle part is connected into horizontal cross bar to remove
Schematic front view.
Figure 15 is to shelve after longitudinal cross bar is removed hanging beam on the basis of Figure 13 and Figure 14 to decline hanging beam and beams of concrete
The schematic side view of framework of steel reinforcement.
Figure 16 is to shelve after longitudinal cross bar is removed hanging beam on the basis of Figure 13 and Figure 14 to decline hanging beam and beams of concrete
The schematic front view of framework of steel reinforcement.
Figure 17 is shown hanging beam and concrete beam reinforcing skeleton along the side-looking that longitudinal sequencing declines in Figure 15 and Figure 16
It is intended to.
Figure 18 is to decline in place afterwards to tear concrete beam reinforcing skeleton constructing device open in hanging beam and concrete beam reinforcing skeleton
Schematic perspective view after removing.
Figure 19 is the main view close-up schematic view of the structure shown in Figure 18.
(symbol description)
11 concrete beam reinforcing skeletons；Longitudinal reinforcement is arranged on 111 beams of concretes；Longitudinal steel is arranged under 112 beams of concretes
Muscle；113 beams of concrete vertical stirrups；114 beams of concrete lateral ties；115 beams of concretes longitudinal direction waist muscle；12 beams of concretes
Framework of steel reinforcement constructing device；121 vertical vertical rods；122 longitudinal cross bars；The 123 horizontal cross bars of middle part connection；124 vertical diagonal braces
Bar；125 vertical bridgings；126 vertical throwing struts；127 fasteners；128 Manual hoisting cucurbits；129 hanging beams；130 drawstrings；
131 top drawknot transverse direction cross bars；132 riser guides；133 spacing longitudinal cross bars；134 horizontal cross bars；135 first supports
Frame；136 second support frames；137 lifting driver parts；138 concrete beam reinforcing skeleton construction spaces；139 first vertical rods
Group；140 second vertical rod groups；141 vertical reinforcement vertical rods；142 transverse support bars；143 hanging beams shelve longitudinal cross bar；Under 201
Recess；202 concrete pad bars；203 bed courses；204 wooden springboards；205 steel plates；206 concrete beam reinforcing skeletons lay position
Put.
Specific embodiment
In order to be more clearly understood that technology contents of the present utility model, described in detail especially exemplified by following examples.
Refer to shown in Fig. 1-Fig. 4, in concrete beam reinforcing skeleton constructing device 12 of the present utility model is specific real
In applying example, concrete beam reinforcing skeleton constructing device 12 of the present utility model include the first support frame 135, the second support frame 136,
Hanging beam 129 and lifting driver part 137, first support frame 135 and second support frame 136 is longitudinally disposed and phase
Interval setting between first support frame 135 and second support frame 136 so that form concrete beam reinforcing between mutually
Skeleton construction space 138, the hanging beam 129 laterally wears the concrete beam reinforcing skeleton construction space 138 and two ends are distinguished
In first support frame 135 and in second support frame 136, with described second in first support frame 135
The lifting driver part 137, the lifting driver part 137 in first support frame 135 are provided with support 136
The two ends for connecting described hanging beam 129 respectively with the lifting driver part 137 in second support frame 136 are used to lift
The hanging beam 129.It is preferred that the two ends of the hanging beam 129 extend through first support frame 135 and second support frame
136。
The hanging beam 129 can be any suitable hanging beam, refer to shown in Fig. 1-Fig. 4, in coagulation of the present utility model
In one specific embodiment of native beam reinforcement cages constructing device 12, the hanging beam 129 is I-steel hanging beam.Such as 16# I-steel
Hanging beam.
The number of the hanging beam 129 can determine as needed, it is preferred that the number of the hanging beam 129 is many, many
The hanging beam 129 is parallel to each other interval setting, and the number of the lifting driver part 137 is the two of the number of the hanging beam 129
Times, the lifting in the lifting driver part 137, second support frame 136 in first support frame 135 drives
Part 137 and the hanging beam 129 connect one to one.Refer to shown in Fig. 1-Fig. 4, in concrete beam reinforcing of the present utility model
In one specific embodiment of skeleton constructing device 12, the number of the hanging beam 129 is 3.Spacing between the hanging beam 129 can
Being such as 3000mm.
First support frame 135 and second support frame 136 can have any suitable structure, can with identical or
Difference, it is preferred that first support frame 135 and second support frame 136 include some vertical vertical rods 121, some vertical
To cross bar 122 and some horizontal cross bars 134, some vertical vertical rods 121 be parallel to each other interval setting and formed the first vertical rod
The vertical rod group 140 of group 139 and second, described vertical vertical rod 121 and the second vertical rod group 140 in the first vertical rod group 139
In described vertical vertical rod 121 along longitudinal arrangement, some longitudinal cross bars 122 are parallel to each other interval setting, described in every
Longitudinal cross bar 122 connects the described vertical vertical rod 121 in the first vertical rod group 139 or the institute in the second vertical rod group 140
State vertical vertical rod 121, the horizontal cross bar 134 is parallel to each other and interval setting and connects the first vertical rod group 139 respectively
The wherein one vertical vertical rod 121 in the wherein one vertical vertical rod 121 and the second vertical rod group 140, the liter
Drop driver part 137 is arranged on the horizontal cross bar 134, and the concrete beam reinforcing skeleton construction space 138 is located at described
The the first vertical rod group 139 in the first vertical rod group 139 and second support frame 136 in first support frame 135 it
Between, the two ends of described hanging beam 129 are located at two phases of the first vertical rod group 139 in first support frame 135 respectively
Two of the first vertical rod group 139 between the adjacent vertical vertical rod 121 and in second support frame 136 are adjacent described perpendicular
To between vertical rod 121.Refer to shown in Fig. 1-Fig. 4, the one of concrete beam reinforcing skeleton constructing device 12 of the present utility model
In specific embodiment, first support frame 135 and second support frame 136 include that 16 vertical vertical rods 121,10 are indulged
To cross bar 122 and 40 horizontal cross bars 134.It is preferred that the two ends of described hanging beam 129 are also located at first support frame 135 respectively
In the second vertical rod group 140 two adjacent vertical vertical rods 121 between and second support frame 136 in it is described
Between two adjacent vertical vertical rods 121 of the second vertical rod group 140.Positioned at the institute of the both sides at the two ends of described hanging beam 129
The longitudinal pitch for stating vertical vertical rod 121 can be such as 300mm, and the longitudinal pitch of other vertical vertical rods 121 can be example
Such as 1350mm.
Vertical vertical rod 121 described above, longitudinal cross bar 122 and the horizontal cross bar 134 are by the vertical vertical rod
121 link together, i.e., described longitudinal cross bar 122 is connected with the vertical vertical rod 121, and the horizontal cross bar 134 is perpendicular with described
Connected to vertical rod 121, so as to link together, it is clear that the vertical vertical rod 121, longitudinal cross bar 122 and the laterally horizontal stroke
Can also be linked together by longitudinal cross bar 122 or the horizontal cross bar 134 between bar 134.
Can be using any suitable between the vertical vertical rod 121, longitudinal cross bar 122 and the horizontal cross bar 134
Structure be attached, refer to shown in Fig. 1-Fig. 4, the one of concrete beam reinforcing skeleton constructing device 12 of the present utility model
In specific embodiment, fastener 127 is passed through between the vertical vertical rod 121, longitudinal cross bar 122 and the horizontal cross bar 134
It is attached.
In order to ensure first support frame 135 and second support frame 136 rear Equalsettlement loaded, described first
The elongated wooden springboard of two-layer is laid between column group 139 and bed course 203 and between the second column group 140 and bed course 203
204 and one layer of steel plate 205, steel plate 205 is placed on wooden springboard 204.The thickness of steel plate 205 can be such as 2mm.
In order to strengthen the intensity of first support frame 135 and second support frame 136, more preferably, described first
Support 135 and second support frame 136 also include vertical hound 124, the top and bottom of the vertical hound 124
Two horizontal cross bars 134 are connected respectively, this two horizontal cross bars 134 are vertically setting up and down, the lifting drives
The connection that part 137 is arranged on this two described horizontal cross bars 134 above of the horizontal cross bar 134 is described vertical oblique
On the position of strut 124.Refer to shown in Fig. 1-Fig. 4, in concrete beam reinforcing skeleton constructing device 12 of the present utility model
In one specific embodiment, the upper end of the vertical hound 124 connects this two institutes above of the horizontal cross bar 134
The middle part of horizontal cross bar 134 is stated, the lower end of the vertical hound 124 is connected under this two being located at of the horizontal cross bar 134
The end of the described horizontal cross bar 134 of side, specifically away from the end of the concrete beam reinforcing skeleton construction space 138.
In order to strengthen the intensity of first support frame 135 and second support frame 136, more preferably, described first
Support 135 and second support frame 136 also include it is vertical strengthen vertical rod 141, in first support frame 135 described the
The first vertical rod group 139 in two adjacent vertical vertical rods 121 of one vertical rod group 139 and second support frame 136
Two adjacent vertical vertical rods 121 be respectively connected with it is described it is vertical reinforcement vertical rod 141.Refer to shown in Fig. 1-Fig. 4, in this reality
In a specific embodiment with new concrete beam reinforcing skeleton constructing device 12, not only in first support frame 135
First vertical rod in two adjacent vertical vertical rods 121 of the first vertical rod group 139 and second support frame 136
Two adjacent vertical vertical rods 121 of group 139 are respectively connected with the vertical reinforcement vertical rod 141, and first support frame
It is described in two adjacent vertical vertical rods 121 and second support frame 136 of the second vertical rod group 140 in 135
Two adjacent vertical vertical rods 121 of the second vertical rod group 140 are also respectively connected with the vertical reinforcement vertical rod 141.That is,
Four vertical vertical rods 121 of the both sides at the two ends of hanging beam 129 are respectively connected with the vertical reinforcement vertical rod 141, so as to strengthen
The bearing capacity of the vertical vertical rod 121, and then strengthen holding for the described horizontal cross bar 134 being connected with the vertical vertical rod 121
Loading capability, such that it is able to be driven on hanging beam 129 by the lifting driver part 137 on the horizontal cross bar 134
More weight concrete beam reinforcing skeleton 11.
In order to strengthen the intensity of first support frame 135 and second support frame 136, it is preferred that the concrete
Beam reinforcement cages constructing device 12 also includes vertical bridging 125, first support frame 135 and second support frame 136
It is respectively connected with the vertical bridging 125.Refer to shown in Fig. 1-Fig. 4, applied in concrete beam reinforcing skeleton of the present utility model
Frock is put in 12 specific embodiment, is included in first support frame 135 and second support frame 136 some vertical
Vertical rod 121, some longitudinal cross bars 122 and some horizontal cross bars 134 and some vertical vertical rods 121 interval that is parallel to each other set
In the case of putting and being formed the first vertical rod group 139 and the second vertical rod group 140, second vertical rod of first support frame 135
The described vertical vertical rod 121 of the second vertical rod group 140 of the described vertical vertical rod 121 and second support frame 136 of group 140
It is respectively connected with the vertical bridging 125.
In order to strengthen the intensity of first support frame 135 and second support frame 136, it is preferred that the concrete
Beam reinforcement cages constructing device 12 also includes vertical throwing strut 126 and transverse support bar 142, the one of the vertical throwing strut 126
One end of the end connection transverse support bar 142, the upper and lower part of first support frame 135 and second support frame
136 upper and lower part be respectively connected with it is described it is vertical throw strut 126 the other end and the transverse support bar 142 it is another
End.Refer to shown in Fig. 1-Fig. 4, in a specific embodiment of concrete beam reinforcing skeleton constructing device 12 of the present utility model
In, include some vertical vertical rods 121, some longitudinal cross bars in first support frame 135 and second support frame 136
122 and some horizontal cross bars 134 and some vertical vertical rods 121 be parallel to each other and interval setting and form the first vertical rod group
139 and second in the case of vertical rod group 140, the described vertical vertical rod of the second vertical rod group 140 of first support frame 135
The described vertical vertical rod 121 of the second vertical rod group 140 of 121 upper and lower part and second support frame 136 it is upper
Portion and bottom are respectively connected with the other end of the vertical other end and the transverse support bar 142 for throwing strut 126.Change sentence
Talk about, described vertical one end for throwing strut 126 connects one end of the transverse support bar 142, it is described vertical to throw the another of strut 126
The other end of one end and the transverse support bar 142 connects the second vertical rod group 140 of first support frame 135 respectively
The upper and lower part of the vertical vertical rod 121；It is another to have vertical throwing strut 126 and the transverse support bar 142,
Described vertical one end for throwing strut 126 connects one end of the transverse support bar 142, the vertical other end for throwing strut 126
Connected respectively with the other end of the transverse support bar 142 described in the second vertical rod group 140 of second support frame 136
The upper and lower part of vertical vertical rod 121.
In order to strengthen the intensity of first support frame 135 and second support frame 136, it is preferred that the concrete
Beam reinforcement cages constructing device 12 also includes top drawknot transverse direction cross bar 131, and the top drawknot transverse direction cross bar 131 is located at described
The top and two ends of concrete beam reinforcing skeleton construction space 138 connect first support frame 135 and described second respectively
Support 136.Refer to shown in Fig. 1-Fig. 4, in concrete beam reinforcing skeleton constructing device 12 of the present utility model is specific real
Apply in example, include that some vertical vertical rods 121, some longitudinal directions are horizontal in first support frame 135 and second support frame 136
Bar 122 and some horizontal cross bars 134 and some vertical vertical rods 121 be parallel to each other interval setting and formed the first vertical rod group
139 and second in the case of vertical rod group 140, and the two ends of the top drawknot transverse direction cross bar 131 not only connect described first respectively
The vertical upright column 121 of the first column group 139 of support frame 135 and described the first of second support frame 136 stands
The vertical upright column 121 of post group 139, and the institute of the second column group 140 of first support frame 135 is connected respectively
State the vertical upright column 121 of the second column group 140 of vertical upright column 121 and second support frame 136.
For the ease of operation, it is preferred that detachably being set in first support frame 135 and second support frame 136
It is equipped with hanging beam and shelves longitudinal cross bar 143, the hanging beam is shelved longitudinal cross bar 143 and is located in the lifting travel of the hanging beam 129, institute
The hanging beam that the two ends of the hanging beam 129 stated are respectively rested in first support frame 135 is shelved on longitudinal cross bar 143 and institute
The hanging beam stated in the second support frame 136 is shelved on longitudinal cross bar 143.Refer to shown in Fig. 1-Fig. 4, of the present utility model
In one specific embodiment of concrete beam reinforcing skeleton constructing device 12, in first support frame 135 and second support
Frame 136 includes some vertical vertical rods 121, some longitudinal cross bars 122 and some horizontal cross bars 134 and some described vertical vertical
Bar 121 is parallel to each other interval setting and in the case of forming the first vertical rod group 139 and the second vertical rod group 140, and not only described first
The described vertical vertical rod 121 of the first vertical rod group 139 of support frame 135 and described the first of second support frame 136 is stood
The described vertical vertical rod 121 of bar group 139 is removably connected with the hanging beam and shelves longitudinal cross bar 143, and described first
The described vertical vertical rod 121 and second vertical rod of second support frame 136 of the second vertical rod group 140 of support 135
The described vertical vertical rod 121 of group 140 is also removably connected with the hanging beam and shelves longitudinal cross bar 143.
In order to spacing to the concrete beam reinforcing skeleton 11 being made, it is preferred that first support frame 135 and described second
It is provided with spacing longitudinal cross bar 133 in support frame 136, the concrete beam reinforcing skeleton construction space 138 is located at described the
The described spacing longitudinal cross bar 133 in described spacing longitudinal cross bar 133 and second support frame 136 in one support frame 135
Between.Refer to shown in Fig. 1-Fig. 4, in a specific embodiment of concrete beam reinforcing skeleton constructing device 12 of the present utility model
In, include some vertical vertical rods 121, some longitudinal cross bars in first support frame 135 and second support frame 136
122 and some horizontal cross bars 134 and some vertical vertical rods 121 be parallel to each other and interval setting and form the first vertical rod group
139 and second in the case of vertical rod group 140, the described vertical vertical rod of the first vertical rod group 139 of first support frame 135
121 and second support frame 136 the first vertical rod group 139 described vertical vertical rod 121 be respectively connected with it is described spacing vertical
To cross bar 133.
For the ease of operation, it is preferred that the concrete beam reinforcing skeleton constructing device 12 also includes that middle part connects laterally
Cross bar 123, the horizontal cross bar 123 of middle part connection laterally wears the concrete beam reinforcing skeleton construction space 138 and two ends
Respectively be located at first support frame 135 in and second support frame 136 in and be detachably connected respectively it is described first support
Frame 135 and second support frame 136.Refer to shown in Fig. 1-Fig. 4, in concrete beam reinforcing skeleton of the present utility model construction
In one specific embodiment of device 12, include in first support frame 135 and second support frame 136 some vertical vertical
Bar 121, some longitudinal cross bars 122 and some horizontal cross bars 134 and some vertical vertical rods 121 are parallel to each other interval setting
And in the case of forming the first vertical rod group 139 and the second vertical rod group 140, the two ends of the horizontal cross bar 123 of middle part connection are not only
The vertical upright column 121 and described second of the first column group 139 of first support frame 135 is detachably connected respectively
The vertical upright column 121 of the first column group 139 of support frame 136, and first support is detachably connected respectively
The vertical upright column 121 and the second column group of second support frame 136 of the second column group 140 of frame 135
140 vertical upright column 121.
The lifting driver part 137 can be suitably composed with any, it is preferred that the lifting driver part 137
Including Manual hoisting cucurbit 128 and drawstring 130, it is provided with first support frame 135 and in second support frame 136
The Manual hoisting cucurbit 128, the Manual hoisting cucurbit 128 connects the drawstring 130, in first support frame 135
The drawstring 130 in the drawstring 130 and second support frame 136 connects the two ends of described hanging beam 129 respectively.Please join
As shown in Fig. 1-Fig. 4, in a specific embodiment of concrete beam reinforcing skeleton constructing device 12 of the present utility model, described
First support frame 135 and second support frame 136 include some vertical vertical rods 121, some longitudinal cross bars 122 and some horizontal strokes
In the case of to cross bar 134 and also including vertical hound 124, the Manual hoisting calabash in first support frame 135
Reed 128 is arranged on the described horizontal cross bar 134 in first support frame 135 position for connecting the vertical hound 124,
The Manual hoisting cucurbit 128 in second support frame 136 is arranged on the laterally horizontal stroke in second support frame 136
The position of the vertical hound 124 is connected on bar 134.
The drawstring 130 can be any suitable drawstring, constructed in concrete beam reinforcing skeleton of the present utility model and filled
Put in 12 specific embodiment, the drawstring 130 is steel wire rope, for example 14# steel wire ropes (four strands).
For the ease of being oriented to the hanging beam 129, it is preferred that the concrete beam reinforcing skeleton constructing device 12 also includes rising
Drop guide rail 132, in first support frame 135 and is provided with the riser guide 132, institute in second support frame 136
The two ends of the hanging beam 129 stated are located in the riser guide 132 in first support frame 135 and the described second support respectively
In the riser guide 132 in frame 136, the lifting driver part 137 is equipped with for making with the riser guide 132
The hanging beam 129 is lifted along the riser guide 132.Refer to shown in Fig. 1-Fig. 4, in concrete beam reinforcing of the present utility model
In one specific embodiment of skeleton constructing device 12, if including in first support frame 135 and second support frame 136
Dry vertical vertical rod 121, some longitudinal cross bars 122 and some horizontal cross bars 134 and some vertical vertical rods 121 are parallel to each other
In the case of interval setting and the first vertical rod group 139 of formation and the second vertical rod group 140, the riser guide 132 is not only by described
Two adjacent vertical upright columns 121 of the first vertical rod group 139 are formed, but also by two phases of the second vertical rod group 140
The adjacent vertical upright column 121 is formed.Include the situation of Manual hoisting cucurbit 128 and drawstring 130 in the lifting driver part 137
Under, the Manual hoisting cucurbit 128 is located at the top of the riser guide 132.
Above-mentioned rod member can be any suitable rod member, in concrete beam reinforcing skeleton constructing device 12 of the present utility model
A specific embodiment in, above-mentioned rod member is steel pipe.The diameter of steel pipe can be such as 48mm.
Refer to shown in Fig. 5-Figure 19, in a specific implementation of concrete beam reinforcing skeleton construction method of the present utility model
In example, the concrete beam reinforcing skeleton construction method carried out using concrete beam reinforcing skeleton constructing device 12 of the present utility model
May comprise steps of：
(1) first support frame 135 and second support frame 136 are placed in concrete beam reinforcing skeleton riding position
206 both sides, the concrete beam reinforcing skeleton construction space 138 is located at the concrete beam reinforcing skeleton riding position 206
Top；
(2) in the concrete beam reinforcing skeleton construction space 138, concrete joist steel is made on the hanging beam 129
Muscles and bones frame 11 is hung on the hanging beam 129 with the concrete beam reinforcing skeleton 11 that will be made；
(3) operate the lifting driver part 137 by the hanging beam 129 and described in being hung on the hanging beam 129
Concrete beam reinforcing skeleton 11 declines until the concrete beam reinforcing skeleton 11 falls in concrete beam reinforcing skeleton peace
Put on position 206；
(4) the concrete beam reinforcing skeleton constructing device 12 is removed.
The size of the concrete beam reinforcing skeleton 11 can as needed determine that the concrete beam reinforcing skeleton is constructed
The size of device 12 determines according to the size of the concrete beam reinforcing skeleton 11, it is ensured that the concrete beam reinforcing skeleton construction
Size of the size in space 138 more than the concrete beam reinforcing skeleton 11.The size of the concrete beam reinforcing skeleton 11 can
Being that such as 70m is long, 1.6m is high, 3.84m is wide.
Due to the absolute altitude 600mm of the absolute altitude less than bed course 203 of usual concrete beam reinforcing skeleton riding position 206, formed
Lower recess 201, to reduce reinforcement installation difficulty, the height of hanging beam 129 should mix the distance from bottom of concrete beam reinforcing skeleton 11
The solidifying at least 600mm of soil beam reinforcement cages riding position 206, so that beams of concrete vertical stirrup 113, beams of concrete horizontal stroke is left in bottom
To the installing space of stirrup 114.
Because the weight of concrete beam reinforcing skeleton 11 is overweight, the single weight of concrete beam reinforcing skeleton 11 about 60t, mixed
Concrete pad bar 202 is set along the longitudinal direction used as concrete cover, coagulation in solidifying soil beam reinforcement cages riding position 206
The spacing 1000mm of native cushion block bar 202 is set together.Concrete pad bar 202 can be that for example C40 concrete pads bar is wide
300mm, 100mm high, length with the concrete beam reinforcing skeleton 11 width.
The concrete beam reinforcing skeleton constructing device 12 can in advance be installed and then lifted to correct position, it is also possible to existing
Field is installed, and is referred to shown in Fig. 5-Figure 19, in a specific implementation of concrete beam reinforcing skeleton construction method of the present utility model
In example, the in-site installation of concrete beam reinforcing skeleton constructing device 12, the step (1) also includes step：By described first
Support frame 135 and second support frame 136 it is longitudinally disposed and each other interval setting so as to described first support
The concrete beam reinforcing skeleton construction space 138 is formed between frame 135 and second support frame 136, by the hanging beam 129
Laterally wear the concrete beam reinforcing skeleton construction space 138 and two ends are located in first support frame 135 and institute respectively
State in the second support frame 136, the lifting is respectively provided with first support frame 135 and in second support frame 136 and is driven
Dynamic component 137, by the institute in the lifting driver part 137 in first support frame 135 and second support frame 136
State lifting driver part 137 and connect the two ends of described hanging beam 129 respectively for lifting the hanging beam 129.
The concrete beam reinforcing skeleton 11 can be suitably composed with any, refer to shown in Fig. 5-Figure 19, at this
In one specific embodiment of the concrete beam reinforcing skeleton construction method of utility model, the concrete beam reinforcing skeleton 11 includes
Row's longitudinal reinforcement 112, beams of concrete under longitudinal reinforcement 111, beams of concrete vertical stirrup 113, beams of concrete is arranged on beams of concrete
Lateral tie 114 and beams of concrete longitudinal direction waist muscle 115, the step (2) make concrete beam reinforcing on the hanging beam 129
The operation of skeleton 11 specifically includes following steps：
(21) reinforcing bar position line (not shown) is drawn on the hanging beam 129, according to the reinforcing bar position line by institute
Row's longitudinal reinforcement 111 on beams of concrete is stated to be placed on the hanging beam 129 (see Fig. 5-Fig. 6)；
(22) the beams of concrete vertical stirrup 113 is articulated on the beams of concrete and is arranged on longitudinal reinforcement 111 (see figure
7- Fig. 8)；
(23) by under the beams of concrete arrange longitudinal reinforcement 112 connect the beams of concrete vertical stirrup 113 bottom (see
Fig. 7-Fig. 8)；
(24) the beams of concrete lateral tie 114 vertically interval setting and is connected into the beams of concrete vertical stirrup
113 (see Fig. 7-Fig. 8)；
(25) on the beams of concrete vertical stirrup 113 of first support frame 135 and at described second
Beams of concrete longitudinal direction waist muscle 115 is all connected with the beams of concrete vertical stirrup 113 of support 136 (see Figure 11-Figure 12).
For the ease of operation, the concrete beam reinforcing skeleton constructing device 12 also includes that middle part connects horizontal cross bar 123,
When the concrete beam reinforcing skeleton constructing device 12 also includes that middle part connects horizontal cross bar 123, of the present utility model mixed
In one specific embodiment of solidifying soil beam reinforcement cages construction method, after the step (24) and the step (25) it
Before, the operation that concrete beam reinforcing skeleton 11 is made on the hanging beam 129 of the step (2) specifically also includes step：Will
The beams of concrete longitudinal direction waist muscle 115 is placed on the horizontal cross bar 123 of middle part connection；It is described after the step (25)
The operation that concrete beam reinforcing skeleton 11 is made on the hanging beam 129 of step (2) specifically also includes step：By the middle part
The horizontal cross bar 123 of connection is removed (see shown in Figure 11-Figure 14).
The horizontal cross bar 123 of middle part connection can installed at the very start, it is also possible to be installed when needing to use, please
Referring to shown in Fig. 7-Figure 10, in a specific embodiment of concrete beam reinforcing skeleton construction method of the present utility model, middle part
The horizontal cross bar 123 of connection is installed after the step (24) and before the step (25), specifically, described first
Support frame 135 and second support frame 136 include some vertical vertical rods 121, some longitudinal cross bars 122 and some laterally horizontal strokes
Bar 134 and some vertical vertical rods 121 be parallel to each other interval setting and formed the first vertical rod group 139 and the second vertical rod group
In the case of 140, the two ends of the horizontal cross bar 123 of middle part connection not only connect described the first of first support frame 135 respectively
The described vertical of the first column group 139 of the vertical upright column 121 of column group 139 and second support frame 136 stands
Post 121, and the vertical upright column 121 of the second column group 140 of first support frame 135 and described is connected respectively
The vertical upright column 121 of the second column group 140 of the second support frame 136.
For the installation site for ensureing the longitudinal waist muscle 115 of beams of concrete is accurate, vertically averagely at interval of three beams of concretes
Longitudinal waist muscle 115 sets one horizontal cross bar 123 of middle part connection to be used for the placement of the longitudinal waist muscle 115 of beams of concrete and is easy to coagulation
The installation of the longitudinal waist muscle 115 of Tu Liang.
The number of the hanging beam 129 can determine as needed, shown in Figure 17, in concrete of the present utility model
In one specific embodiment of beam reinforcement cages construction method, when the number of the hanging beam 129 is many, the step (3)
Decline operation and specifically include step：Operating the lifting driver part 137 makes the hanging beam 129 decline several times, declines every time
One segment distance, and centre along the concrete beam reinforcing skeleton 11 postpones one successively to the hanging beam 129 on the direction of both sides
Secondary decline.That is, as shown in figure 17, being fallen before once positioned at middle hanging beam 129, decline a segment distance；Then in the middle of
Hanging beam 129 decline again once, decline a segment distance, the hanging beam 129 of the both sides of the hanging beam 129 declines once respectively, declines one
Segment distance；Then the hanging beam 129 in the middle of declines once again, declines a segment distance, and the hanging beam 129 of the both sides of the hanging beam 129 is distinguished
Decline again once, decline a segment distance, the hanging beam 129 in the outside of the hanging beam 129 of the both sides of the hanging beam 129 declines one respectively
It is secondary, decline a segment distance, by that analogy, until the concrete beam reinforcing skeleton 11 is put in place.The distance of decline can be
Such as 100mm.Graduation mark can be indicated on vertical upright column 121.
For the ease of installing, in the concrete beam reinforcing skeleton constructing device 12, first support frame 135 and institute
State and be provided with hanging beam in the second support frame 136 and shelve longitudinal cross bar 143, the two ends of described hanging beam 129 are respectively rested on institute
State the hanging beam in the first support frame 135 shelve on longitudinal cross bar 143 and second support frame 136 in the hanging beam put
Put on longitudinal cross bar 143, in this case, as described above, before the step (1) is started, the concrete beam reinforcing
Lifting driver part 137 can be installed in skeleton constructing device 12, certainly, lifting driver part 137 can also not installed first,
Installed again until needing, referred to shown in Fig. 5-Figure 14, in concrete beam reinforcing skeleton construction method of the present utility model
In one specific embodiment, lifting driver part 137 is not installed first, and lifting is needed after the completion of concrete beam reinforcing skeleton 11
Installed again before the preceding i.e. step (3).Shelving longitudinal cross bar 143 due to hanging beam hinders hanging beam 129 to decline, therefore under needs
Removed, it is necessary to hanging beam is shelved into longitudinal cross bar 143 during drop hanging beam 129, referred to shown in Figure 15-Figure 16, of the present utility model
In one specific embodiment of concrete beam reinforcing skeleton construction method, after the step (2) and the step (3) it
Before, the concrete beam reinforcing skeleton construction method also includes step：Operating the lifting driver part 137 makes the hanging beam
129 risings shelve longitudinal cross bar 143 so as to leave the hanging beam, the hanging beam then is shelved into longitudinal cross bar 143 and is removed.Rise
Distance can determine as needed, such as 50-100mm.After the dismounting hanging beam shelves longitudinal cross bar 143, the lifting
Guide rail 132 is unobstructed, the two ends of the hanging beam 129 can oscilaltion wherein, foregoing concrete beam reinforcing bone can be carried out
Frame 11 is progressively from centre to two ends segmental hoisting decentralization, in place.
If the hanging beam that two ends are respectively rested in first support frame 135 is shelved on longitudinal cross bar 143 and institute
The hanging beam 129 that the hanging beam in the second support frame 136 shelved on longitudinal cross bar 143 is stated in making concrete
The correct position of beam reinforcement cages 11, at this moment needs first to install the lifting driver part 137, example before the step (2)
Lifting driver part 137 has been installed in concrete beam reinforcing skeleton constructing device 12 as described, so that, in the step
(1) after and before the step (2), the concrete beam reinforcing skeleton construction method also includes step：Operation is described
Lifting driver part 137 rises the hanging beam 129 to shelve longitudinal cross bar 143 until reaching suitable so as to leave the hanging beam
Construction location.
After the completion of the concrete beam reinforcing skeleton 11 is transferred, and in the concrete beam reinforcing skeleton constructing device
Before 12 remove, can further check whether the position of concrete beam reinforcing skeleton 11 is accurate, protective layer thickness is to meet the requirements.
The concrete beam reinforcing skeleton constructing device 12 is removed can be adopted in any suitable manner, be based primarily upon institute
The structure of concrete beam reinforcing skeleton constructing device 12 is stated, the one of concrete beam reinforcing skeleton construction method of the present utility model
In specific embodiment, the step (4) specifically includes：
(41) hanging beam 129 is removed from the lifting driver part 137；
(42) first support frame 135 and second support frame 136 are pacified from described concrete beam reinforcing skeleton
Remove the both sides for putting position 206；
(43) hanging beam 129 is taken away from the concrete beam reinforcing skeleton 11.
If the two ends of the hanging beam 129 extend through first support frame 135 and second support frame 136,
First the hanging beam 129 can be removed from the lifting driver part 137, then by the hanging beam 129 from described first
Taken away in support 135, the concrete beam reinforcing skeleton 11 and second support frame 136, then by first support frame 135
Removed from the both sides of described concrete beam reinforcing skeleton riding position 206 with second support frame 136.And, assembling is mixed
It is also more convenient during solidifying soil beam reinforcement cages constructing device 12, first can respectively assemble the first support frame 135 and the second support frame
136, hanging beam 129 is then worn into mixing between the first support frame 135, the first support frame 135 and the second support frame 136 successively again
Solidifying soil beam reinforcement cages construction space 138 and the second support frame 136.
Concrete beam reinforcing skeleton 11 after the concrete beam reinforcing skeleton constructing device 12 is removed refers to Figure 18
With shown in Figure 19.
Therefore, concrete beam reinforcing skeleton construction method of the present utility model can directly using of the present utility model advance
The concrete beam reinforcing skeleton constructing device for assembling is constructed, it is also possible to assemble concrete joist steel of the present utility model on demand
The associated components of muscles and bones frame constructing device carry out the correlation step of concrete beam reinforcing skeleton construction.
The utility model provides concrete beam reinforcing skeleton constructing device and construction method, it is adaptable to which stirrup is intensive, limb
Number is more, and steel area is big, the construction of closely spaced large span heavy in section beams of concrete.The utility model is a kind of suitable for large span
The construction technology that heavy in section concrete beam reinforcing skeleton integral hoisting is installed, two are set up using concrete beam reinforcing skeleton both sides
Support frame, upper lateral connects hanging beam and lifts on hanging beam across hanging beam, concrete beam reinforcing skeleton carry by lifting driver part
Mode adjust concrete beam reinforcing skeleton upper-lower position, be easy to the colligation of cage bar and stirrup.
Concrete beam reinforcing skeleton constructing device of the present utility model and construction method are in mounting platform design, Lift-on/Lift-off System
The aspects such as making, procedure arrangement and quality control have the creativeness and referentiability of uniqueness.Reinforcement construction difficulty is reduced, is improved
Efficiency of construction, reinforcing bar accurate positioning, concrete formation quality is good, and single beam steel is installed and shortens more than 35 days duration, is obtained
Preferable economic and social benefit.
Using framework of steel reinforcement integral hoisting installation Technology, overlength super large concrete beam reinforcing has not only been smoothly completed
Construction, more have accumulated large span heavy in section high density major diameter beam steel semi-finished product construction technology, be similar engineering construction product
Tire out rich experience, also provide new method and think of to solve overlength super large beams of concrete high density reinforcing bar installation question
Road, with certain application value.
To sum up, concrete beam reinforcing skeleton constructing device of the present utility model causes concrete beam reinforcing skeleton construction period
Short, efficiency of construction is high, low cost, and construction quality is good, designs ingenious, simple for structure, sets up simplicity, and being suitable to large-scale promotion should
With.
As can be seen here, the purpose of this utility model is achieved completely and effectively.Function of the present utility model and
Structural principle is shown and is illustrated in embodiment, and under without departing substantially from the principle, implementation method can make any modification.Institute
So that the utility model includes all variant embodiments based on claim spirit and right.
Claims (7)
1. a kind of concrete beam reinforcing skeleton constructing device, it is characterised in that including the first support frame, the second support frame, hanging beam
And lifting driver part, first support frame and second support frame it is longitudinally disposed and each other interval setting from
And concrete beam reinforcing skeleton construction space is formed between first support frame and second support frame, the hanging beam is horizontal
To wear the concrete beam reinforcing skeleton construction space and two ends respectively be located at first support frame in and described second
In support, in first support frame and the lifting driver part, described first are provided with second support frame
The lifting driver part in the lifting driver part and second support frame in support connects described hanging respectively
The two ends of beam are used to lift the hanging beam.
2. concrete beam reinforcing skeleton constructing device as claimed in claim 1, it is characterised in that the number of the hanging beam is many
Root, many hanging beams are parallel to each other interval setting, and the number of the lifting driver part is the twice of the number of the hanging beam,
The lifting driver part in the lifting driver part, second support frame in first support frame and described hang
Beam connects one to one.
3. concrete beam reinforcing skeleton constructing device as claimed in claim 1, it is characterised in that first support frame and institute
Stating the second support frame includes some vertical vertical rods, some longitudinal cross bars and some horizontal cross bars, some vertical vertical rod phases
Mutual parallel interval sets and forms the first vertical rod group and the second vertical rod group, described vertical vertical rod and institute in the first vertical rod group
The described vertical vertical rod in the second vertical rod group is stated along longitudinal arrangement, some longitudinal cross bars are parallel to each other interval setting, often
It is described vertical in described vertical vertical rod or the second vertical rod group in longitudinal cross bar connection the first vertical rod group described in root
Vertical rod, the horizontal cross bar be parallel to each other interval setting and connect respectively wherein one in the first vertical rod group it is described vertical
The wherein one vertical vertical rod in vertical rod and the second vertical rod group, the lifting driver part is arranged on described laterally horizontal
On bar, the concrete beam reinforcing skeleton construction space is located at the first vertical rod group and described the in first support frame
Between the first vertical rod group in two support frames, the two ends of described hanging beam are described in first support frame respectively
Two of the first vertical rod group between two adjacent vertical vertical rods of the first vertical rod group and in second support frame
Between the adjacent vertical vertical rod.
4. concrete beam reinforcing skeleton constructing device as claimed in claim 1, it is characterised in that first support frame and institute
State and be detachably provided with the second support frame hanging beam and shelve longitudinal cross bar, the hanging beam shelves longitudinal cross bar positioned at the hanging beam
Lifting travel in, the hanging beam that the two ends of described hanging beam are respectively rested in first support frame shelves longitudinal cross bar
The hanging beam in upper and second support frame is shelved on longitudinal cross bar.
5. concrete beam reinforcing skeleton constructing device as claimed in claim 1, it is characterised in that first support frame and institute
State and be provided with the second support frame spacing longitudinal cross bar, the concrete beam reinforcing skeleton construction space is located at described first
Between the described spacing longitudinal cross bar in described spacing longitudinal cross bar and second support frame in support.
6. concrete beam reinforcing skeleton constructing device as claimed in claim 1, it is characterised in that the concrete beam reinforcing bone
Frame constructing device also includes that middle part connects horizontal cross bar, and the horizontal cross bar of middle part connection laterally wears the concrete beam reinforcing
Skeleton construction space and two ends are located in first support frame and are detachably connected in second support frame and respectively respectively
First support frame and second support frame.
7. concrete beam reinforcing skeleton constructing device as claimed in claim 1, it is characterised in that the concrete beam reinforcing bone
Frame constructing device also includes riser guide, the lifting is provided with first support frame and in second support frame and is led
Rail, the two ends of described hanging beam are located in the riser guide in first support frame and in second support frame respectively
The riser guide in, the lifting driver part is equipped with for making the hanging beam along the liter with the riser guide
Drop lifting rail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621109865.2U CN206233599U (en) | 2016-10-10 | 2016-10-10 | Concrete beam reinforcing skeleton constructing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621109865.2U CN206233599U (en) | 2016-10-10 | 2016-10-10 | Concrete beam reinforcing skeleton constructing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233599U true CN206233599U (en) | 2017-06-09 |
Family
ID=58982118
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|---|---|---|---|
| CN201621109865.2U Expired - Fee Related CN206233599U (en) | 2016-10-10 | 2016-10-10 | Concrete beam reinforcing skeleton constructing device |
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| CN (1) | CN206233599U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639328A (en) * | 2016-10-10 | 2017-05-10 | 中国建筑第八工程局有限公司 | Concrete beam steel reinforcement framework construction device and method |
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2016
- 2016-10-10 CN CN201621109865.2U patent/CN206233599U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639328A (en) * | 2016-10-10 | 2017-05-10 | 中国建筑第八工程局有限公司 | Concrete beam steel reinforcement framework construction device and method |
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