CN110195515A - A kind of building beam column steel reinforcement cage binding operating mechanism - Google Patents
A kind of building beam column steel reinforcement cage binding operating mechanism Download PDFInfo
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- CN110195515A CN110195515A CN201910415669.XA CN201910415669A CN110195515A CN 110195515 A CN110195515 A CN 110195515A CN 201910415669 A CN201910415669 A CN 201910415669A CN 110195515 A CN110195515 A CN 110195515A
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- reinforcement cage
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- steel reinforcement
- bar
- stirrup
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 239
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 215
- 239000010959 steel Substances 0.000 title claims abstract description 215
- 230000007246 mechanism Effects 0.000 title claims abstract description 67
- 239000000725 suspension Substances 0.000 claims abstract description 80
- 230000003447 ipsilateral effect Effects 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000000605 extraction Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 210000003205 muscle Anatomy 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 5
- 230000001737 promoting effect Effects 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 230000018199 S phase Effects 0.000 description 2
- 238000013329 compounding Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 238000010888 cage effect Methods 0.000 description 1
- 230000003047 cage effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of building beam column steel reinforcement cages to bind operating mechanism, including the main reinforcement locating rack and multiple stirrup hanger brackets cooperated with main reinforcement locating rack and be used to support suspension stirrup for positioning main reinforcement position.The present invention hangs the stirrup of specified quantity using stirrup hanger bracket between two adjacent supporting and positioning mechanisms, first layer main reinforcement is inserted into the space between at the top of suspension mobile jib bottom and steel reinforcement cage bearing bar, stirrup hanger bracket is taken out from main reinforcement locating rack again, fall in stirrup on steel reinforcement cage bearing bar, pass through the first layer main reinforcement of the horizontal support steel reinforcement cage of steel reinforcement cage bearing bar and the stirrup being set in outside first layer main reinforcement, it is assisted without large scale equipment, pass through the limit of locating rod and stirrup, and then position main reinforcement position, keep spacing arrangement position between main reinforcement reliably accurate, without check and correction, and locating rod is set to fall by extracting locating rod cradling element out, one supporting and positioning mechanism only needs a locating rod that the positioning of remaining main reinforcement in addition to first layer main reinforcement can be realized.
Description
Technical field
The invention belongs to steel reinforcement cages to bind technical field, and in particular to a kind of building beam column steel reinforcement cage binding operation machine
Structure.
Background technique
Currently, all kinds of architectural engineering pile foundations are extremely crucial, and the production quality of pile foundation steel bar cage and producing efficiency are shadows
An important factor for ringing pile foundation construction quality and progress, steel reinforcement cage is generally made of main reinforcement, stirrup, reinforcing rib, positioning bar etc., reinforcing bar
Cage plays a very important role to the stability tool of major project, at this stage during construction steel reinforcement cage is made often
Spacing arrangement is unreliable between each main reinforcement can be faced, and position check and correction is complicated, error is big, if main reinforcement cannot be arranged accurately as desired
Cloth can make to be unable to average force, have an impact to later period building, while when arranging steel reinforcement cage main reinforcement, in steel reinforcement cage main reinforcement
It is arranged stirrup outside, marks stirrup spacing with chalk in the main reinforcement stood, by the stirrup position line pulled, the hoop that will have been packaged
Muscle up moves, and binds from top to bottom to stirrup and main reinforcement, and since main reinforcement is than heavier, length is longer, therefore can make to make
The process of steel reinforcement cage is extremely complex, spends human and material resources, so that production steel reinforcement cage overlong time, will affect the duration.
Summary of the invention
In view of the above-mentioned deficiencies in the prior art, the technical problem to be solved by the present invention is that providing a kind of building beam
Column steel reinforcement cage binds operating mechanism, it is novel in design rationally, using stirrup hanger bracket two adjacent supporting and positioning mechanisms it
Between hang the stirrup of specified quantity, first layer main reinforcement is inserted into the space between at the top of suspension mobile jib bottom and steel reinforcement cage bearing bar
In, then stirrup hanger bracket taken out from main reinforcement locating rack, it falls in stirrup on steel reinforcement cage bearing bar, passes through steel reinforcement cage bearing bar
The first layer main reinforcement of horizontal support steel reinforcement cage and the stirrup being set in outside first layer main reinforcement, without the auxiliary of Large-scale Hoisting equipment,
Input cost is low, and using rest seat placement positioning bar cradling element, locating rod is placed on corresponding two locating rod cradling elements,
By the limit of locating rod and stirrup, and then main reinforcement position is positioned, keeps spacing arrangement position between main reinforcement reliably accurate, be not necessarily to school
It is right, and so that locating rod is fallen by extracting locating rod cradling element out, locating rod takes out simple laborsaving, safe and reliable a, support
Positioning mechanism only needs a locating rod that the positioning of remaining main reinforcement in addition to first layer main reinforcement can be realized, high-efficient, effective to contract
Casual labourer's phase, convenient for promoting the use of.
In order to solve the above technical problems, the technical solution adopted by the present invention is that: a kind of building beam column steel reinforcement cage binding behaviour
Make mechanism, it is characterised in that: including for positioning main reinforcement position main reinforcement locating rack and it is multiple with main reinforcement locating rack cooperate and
It is used to support the stirrup hanger bracket of suspension stirrup, main reinforcement locating rack includes the top braces girder steel, multiple of two parallel settings
Along the parallel steel reinforcement cage bearing bar being arranged at the top of two top braces girder steels of top braces girder steel length direction and multiple edges
The parallel supporting and positioning mechanism that two top braces steel beam bottoms are arranged in of top braces girder steel length direction, the support are fixed
The quantity of position mechanism is equal with the quantity of steel reinforcement cage bearing bar and corresponds, and offers on the side wall of top braces girder steel multiple
For the limiting through hole that locating rod passes through, the quantity of the limiting through hole on each top braces girder steel and the quantity of steel reinforcement cage bearing bar
Equal and correspond, limiting through hole is located at the underface of corresponding steel reinforcement cage bearing bar, on the lateral wall of top braces girder steel
And the two sides for being located at limiting through hole are equipped with mutually contour upper rest seat, cradling element is placed on two upper rest seats in locating rod
On；
The supporting and positioning mechanism includes that bottom support rod and two are mounted on bottom along bottom support rod length direction relatively
Vertical support piece on portion's support rod, the top of a vertical support piece in two vertical support pieces are propped up with two tops
The bottom of a top braces girder steel in support girder steel is fixedly connected, another vertical supporting in two vertical support pieces
The top of part is fixedly connected with the bottom of another top braces girder steel in two top braces girder steels, the vertical support piece
Lateral wall on multiple lower rest seats are from top to bottom installed, the vertical support piece includes being arranged in bottom support rod width side
Upward the first vertical supporting bar and the second vertical supporting bar, between having between the first vertical supporting bar and the second vertical supporting bar
Gap, the width in the gap and the width of limiting through hole are equal, and the quantity in the gap and the quantity of limiting through hole are equal and one
One is corresponding, and the gap is located at the underface of corresponding limiting through hole, and the lower rest seat includes being mounted on the first vertical supporting
The first lower rest seat on bar and the second lower rest seat being mounted on the second vertical supporting bar, cradling element is placed under locating rod
On the lower rest seat, bottom support rod and steel reinforcement cage bearing bar are vertical with top braces girder steel；
Stirrup hanger bracket is placed between two adjacent supporting and positioning mechanisms, and stirrup hanger bracket includes chassis, is mounted on
Suspension upright bar on chassis and the suspension mobile jib for being horizontally arranged at suspension rod end, the level on the length direction of mobile jib that hangs are set
It is equipped with multiple hollow structures and contour suspension strut, suspension strut and suspension mobile jib are perpendicular, and extension rod passes through suspension strut
On suspension strut, the length of extension rod is greater than the length of suspension strut for setting；Hang mobile jib bottom and steel reinforcement cage bearing bar top
Spacing between portion is not less than the diameter of main reinforcement.
A kind of above-mentioned building beam column steel reinforcement cage binds operating mechanism, it is characterised in that: the steel reinforcement cage bearing bar
One end is arranged on a top braces girder steel in two top braces girder steels, and the other end of steel reinforcement cage bearing bar is arranged two
On another top braces girder steel in a top braces girder steel, set at top braces girder steel and steel reinforcement cage bearing bar contact position
It is equipped with bearing bar positioning seat, opens up fluted on bearing bar positioning seat, the recessed of bearing bar positioning seat is arranged in steel reinforcement cage bearing bar
In slot.
A kind of above-mentioned building beam column steel reinforcement cage binds operating mechanism, it is characterised in that: opens up on the upper rest seat
Fluted, cradling element is placed in the groove of two upper rest seats in locating rod.
A kind of above-mentioned building beam column steel reinforcement cage binds operating mechanism, it is characterised in that: the vertical support piece it is interior
It is fixedly connected between side wall and bottom support rod by stiffening plate.
A kind of above-mentioned building beam column steel reinforcement cage binds operating mechanism, it is characterised in that: the described first lower rest seat and
Open up fluted on second lower rest seat, cradling element is placed in the groove of the first lower rest seat and second lower under locating rod
In the groove of bracket.
A kind of above-mentioned building beam column steel reinforcement cage binds operating mechanism, it is characterised in that: each bottom support rod
Clump weight is provided in rod segment on the outside of vertical support piece disposed thereon, the structure size and weight of each clump weight are equal,
The ipsilateral multiple clump weights of the supporting and positioning mechanism by Weight plate connect, the ipsilateral Weight plate of the supporting and positioning mechanism and
Multiple counter weight groups are at counter-balanced carriage.
A kind of above-mentioned building beam column steel reinforcement cage binds operating mechanism, it is characterised in that: under the locating rod, locating rod
Cradling element and steel reinforcement cage bearing bar are light round steel on cradling element, locating rod, cradling element in cradling element and locating rod under locating rod
Structure size it is all the same, the diameter of steel reinforcement cage bearing bar is greater than the diameter of locating rod.
A kind of above-mentioned building beam column steel reinforcement cage binds operating mechanism, it is characterised in that: the top of the suspension upright bar
It is mounted on the bottom centre position of suspension mobile jib, suspension mobile jib and the center of multiple suspension struts intersect vertically, hang
Strut is the round steel of hollow structure, and extension rod is light round steel, and the length for hanging mobile jib is less than the width of stirrup, the length of extension rod
Less than the spacing between two adjacent supporting and positioning mechanisms.
Compared with the prior art, the present invention has the following advantages:
1, the present invention hangs stirrup by setting stirrup hanger bracket, is positioned using stirrup hanger bracket in two adjacent supports
First layer main reinforcement is inserted between suspension mobile jib bottom and steel reinforcement cage bearing bar top by the stirrup that specified quantity is hung between mechanism
Space in, then stirrup hanger bracket taken out from main reinforcement locating rack, falls in stirrup on steel reinforcement cage bearing bar, pass through steel reinforcement cage
The first layer main reinforcement of the horizontal support steel reinforcement cage of bearing bar and the stirrup being set in outside first layer main reinforcement, without Large-scale Hoisting equipment
Auxiliary, input cost is low, convenient for promoting the use of.
2, cooperation locating rod moves down behaviour while the present invention is by being arranged supporting and positioning mechanism support top braces girder steel
Make, the vertical support piece in supporting and positioning mechanism include the first vertical supporting bar being arranged in the support rod width direction of bottom and
Second vertical supporting bar makes to form gap between the first vertical supporting bar and the second vertical supporting bar, convenient for moving down for locating rod,
Multiple lower rest seats are from top to bottom installed, convenient for the placement of cradling element under locating rod, positioning on the lateral wall of vertical support piece
Bar is placed under corresponding two locating rods on cradling element, by the limit of locating rod and stirrup, and then is positioned main reinforcement position, is made
Spacing arrangement position is reliably accurate between main reinforcement, so that locating rod is fallen without check and correction, and by cradling element under extraction locating rod, fixed
Position bar taking-up is simple laborsaving, safe and reliable, and a supporting and positioning mechanism only needs a locating rod to can be realized except first layer main reinforcement
The positioning of remaining outer main reinforcement, it is high-efficient, convenient for promoting the use of.
3, the present invention is used to support two top braces girder steels by the way that the supporting and positioning mechanism of multiple parallel settings is arranged,
Multiple steel reinforcement cage bearing bars are supported using two top braces girder steels, multiple steel reinforcement cage bearing bars, which play, undertakes entire steel reinforcement cage
Effect, wherein setting two top braces girder steels purpose be avoid steel reinforcement cage bearing bar with it is vertical in supporting and positioning mechanism
Supporting element cooperation, vertical support piece is there are gap between double-rod structure and double rod, and steel reinforcement cage bearing bar is directly and vertical supporting
Part cooperation is easy to damage vertical support piece, in turn results in the failure of fabrication of reinforcing cage, the upper bottom of top braces girder steel
Face is complete gapless structure, and top braces girder steel is connected with the supporting and positioning mechanism of multiple parallel settings, common to assist
Multiple steel reinforcement cage bearing bar spacer bar cages, solid and reliable, using effect is good.
4, the present invention is novel in design rationally, since there are certain height for top braces girder steel, inevitably influences steel reinforcement cage master
The arrangement of muscle is uneven, by offering multiple limiting through hole passed through for locating rod on the side wall of top braces girder steel, and
The two sides of each limiting through hole are equipped with mutually contour upper rest seat, and cradling element is placed on two upper rest seats in locating rod,
Locating rod is placed in corresponding two locating rods on cradling element, by the limit of locating rod and stirrup, and then is positioned and is located at top
The main reinforcement position of portion's support steel beam height, the arrangement for meeting steel reinforcement cage main reinforcement is uniform, and passes through cradling element in extraction locating rod
So that locating rod is fallen in limiting through hole, separated with main reinforcement, locating rod takes out effortless, degree of safety height, convenient for promoting the use of.
In conclusion the present invention is novel in design rationally, using stirrup hanger bracket two adjacent supporting and positioning mechanisms it
Between hang the stirrup of specified quantity, first layer main reinforcement is inserted into the space between at the top of suspension mobile jib bottom and steel reinforcement cage bearing bar
In, then stirrup hanger bracket taken out from main reinforcement locating rack, it falls in stirrup on steel reinforcement cage bearing bar, passes through steel reinforcement cage bearing bar
The first layer main reinforcement of horizontal support steel reinforcement cage and the stirrup being set in outside first layer main reinforcement, without the auxiliary of Large-scale Hoisting equipment,
Input cost is low, and using rest seat placement positioning bar cradling element, locating rod is placed on corresponding two locating rod cradling elements,
By the limit of locating rod and stirrup, and then main reinforcement position is positioned, keeps spacing arrangement position between main reinforcement reliably accurate, be not necessarily to school
It is right, and so that locating rod is fallen by extracting locating rod cradling element out, locating rod takes out simple laborsaving, safe and reliable a, support
Positioning mechanism only needs a locating rod that the positioning of remaining main reinforcement in addition to first layer main reinforcement can be realized, high-efficient, effective to contract
Casual labourer's phase, convenient for promoting the use of.
Below by drawings and examples, technical scheme of the present invention will be described in further detail.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is the structural schematic diagram of main reinforcement locating rack of the present invention.
Fig. 3 is the main view of Fig. 2.
Fig. 4 is the left view of Fig. 2.
Fig. 5 is the partial enlarged view in Fig. 2 at A.
Fig. 6 is the installation relation schematic diagram of stirrup hanger bracket of the present invention and stirrup.
Fig. 7 is the structural schematic diagram of stirrup hanger bracket of the present invention.
Fig. 8 is the matching relationship schematic diagram of main reinforcement locating rack of the present invention, stirrup hanger bracket and stirrup.
Fig. 9 is the installation that first layer main reinforcement of the present invention falls in main reinforcement locating rack, stirrup and main reinforcement on steel reinforcement cage bearing bar
Relation schematic diagram.
Description of symbols:
1-bottom support rod；2-the first vertical supporting bar；3-the second vertical supporting bar；
4-the first lower rest seat；5-the second lower rest seat；Cradling element under 6-locating rods；
7-stiffening plates；8-locating rods；9-top braces girder steels；
10-limiting through hole；11-upper rest seats；Cradling element in 12-locating rods；
13-bearing bar positioning seats；14-steel reinforcement cage bearing bars；15-counter-balanced carriages；
16-stirrups；17-main reinforcements；18-main reinforcement locating racks；
19-stirrup hanger brackets；19-1-chassis；19-2-suspension upright bar；
19-3-extension rod；19-4-suspension mobile jib；19-5-suspension strut.
Specific embodiment
As shown in Figures 1 to 9, the present invention include main reinforcement locating rack 18 for positioning 17 position of main reinforcement and it is multiple with master
Muscle locating rack 18 cooperates and is used to support the stirrup hanger bracket 19 of suspension stirrup 16, and main reinforcement locating rack 18 includes two and parallel sets
The top braces girder steel 9 set multiple is pushed up along the parallel setting of 9 length direction of top braces girder steel in two top braces girder steels 9
The steel reinforcement cage bearing bar 14 in portion with it is multiple along 9 length direction of top braces girder steel it is parallel be arranged in two top braces girder steels 9
The quantity of the supporting and positioning mechanism of bottom, the supporting and positioning mechanism is equal with the quantity of steel reinforcement cage bearing bar 14 and one is a pair of
It answers, multiple limiting through hole 10 passed through for locating rod 8, each top braces girder steel 9 is offered on the side wall of top braces girder steel 9
On limiting through hole 10 quantity it is equal with the quantity of steel reinforcement cage bearing bar 14 and correspond, limiting through hole 10 be located at it is corresponding
The underface of steel reinforcement cage bearing bar 14 on the lateral wall of top braces girder steel 9 and is located at the two sides of limiting through hole 10 and is equipped with phase
Contour upper rest seat 11, cradling element 12 is placed on two upper rest seats 11 in locating rod；
The supporting and positioning mechanism includes that bottom support rod 1 and two are mounted on relatively along 1 length direction of bottom support rod
Vertical support piece on bottom support rod 1, the top of a vertical support piece in two vertical support pieces and two tops
The bottom of a top braces girder steel 9 in portion's support steel beam 9 is fixedly connected, another in two vertical support pieces is perpendicular
It is fixedly connected to the top of supporting element with the bottom of another top braces girder steel 9 in two top braces girder steels 9, it is described perpendicular
Multiple lower rest seats are from top to bottom installed on the lateral wall of supporting element, the vertical support piece includes that setting is supported in bottom
The first vertical supporting bar 2 and the second vertical supporting bar 3 in 1 width direction of bar, the first vertical supporting bar 2 and the second vertical supporting
There is gap, the width in the gap is equal with the width of limiting through hole 10, the quantity and limiting through hole in the gap between bar 3
10 quantity is equal and corresponds, and the gap is located at the underface of corresponding limiting through hole 10, and the lower rest seat includes
The lower rest seat 4 of first be mounted on the first vertical supporting bar 2 and the second lower rest seat being mounted on the second vertical supporting bar 3
5, cradling element 6 is placed on the lower rest seat under locating rod, and bottom support rod 1 and steel reinforcement cage bearing bar 14 are and top braces
Girder steel 9 is vertical；
Stirrup hanger bracket 19 is placed between two adjacent supporting and positioning mechanisms, and stirrup hanger bracket 19 includes chassis 19-
1, the suspension upright bar 19-2 that is mounted on the 19-1 of the chassis and suspension mobile jib 19-4 for being horizontally arranged at the suspension top upright bar 19-2 hangs
It hangs to be horizontally disposed on the length direction of mobile jib 19-4 and has multiple hollow structures and contour suspension strut 19-5, hang strut 19-5
Perpendicular with suspension mobile jib 19-4, extension rod 19-3 passes through suspension strut 19-5 setting on suspension strut 19-5, extension rod 19-
3 length is greater than the length of suspension strut 19-5；Hang the spacing between 14 top of the bottom mobile jib 19-4 and steel reinforcement cage bearing bar
Not less than the diameter of main reinforcement 17.
It should be noted that the purpose of setting stirrup hanger bracket 19 is suspension stirrup 16, using stirrup hanger bracket 19 in phase
The stirrup 16 of specified quantity is hung between two adjacent supporting and positioning mechanisms, stirrup hanger bracket 19 includes chassis 19-1, is mounted on
Suspension upright bar 19-2 on the 19-1 of chassis and be horizontally arranged at the suspension top upright bar 19-2 suspension mobile jib 19-4, chassis 19-1 and
Suspension upright bar 19-2 is detachably connected, and convenient for the taking-up of later period stirrup hanger bracket 19, hangs water on the length direction of mobile jib 19-4
It is flat to be provided with multiple hollow structures and the purpose of contour suspension strut 19-5 is easy for assigning extension hanging in strut 19-5
Bar 19-3 in actual use, it is flat to hang mobile jib 19-4 convenient for hanging more stirrups 16 to extend the length of suspension strut 19-5
Row is symmetrically hung on the suspension strut 19-5 and extension rod 19-3 of 14 two sides of steel reinforcement cage bearing bar in steel reinforcement cage bearing bar 14
Stirrup 16 sets gradually stirrup 16 along 17 length direction of main reinforcement, 14 top of the suspension bottom mobile jib 19-4 and steel reinforcement cage bearing bar
Between spacing be easy for assigning for main reinforcement 17 not less than the purpose of diameter of main reinforcement 17, first layer main reinforcement is inserted into suspension mobile jib
In space between the bottom 19-4 and the top of steel reinforcement cage bearing bar 14, then stirrup 16 is allocated to extension rod from suspension strut 19-5
On 19-3, extension rod 19-3 is extracted out, stirrup 16 drops down on steel reinforcement cage bearing bar 14, then by stirrup hanger bracket 19 from main reinforcement locating rack
It is taken out in 18, passes through the first layer main reinforcement of the horizontal support steel reinforcement cage of steel reinforcement cage bearing bar 14 and the hoop being set in outside first layer main reinforcement
Muscle 16, without the auxiliary of Large-scale Hoisting equipment, input cost is low.
In actual use, while supporting top braces girder steel 9 by setting supporting and positioning mechanism under cooperation locating rod 8
Operation is moved, the vertical support piece in supporting and positioning mechanism includes the first vertical branch being arranged in 1 width direction of bottom support rod
Strut 2 and the second vertical supporting bar 3 make to form gap between the first vertical supporting bar 2 and the second vertical supporting bar 3, convenient for fixed
Moving down for position bar 8, is from top to bottom equipped with multiple lower rest seats on the lateral wall of vertical support piece, convenient for cradling element under locating rod
6 placement, locating rod 8 are placed under corresponding two locating rods on cradling element 6, by the limit of locating rod 8 and stirrup 16, into
And 17 position of main reinforcement is positioned, keep 14 spacing arrangement positions of main reinforcement reliably accurate, without check and correction, and by under extraction locating rod
Cradling element 6 makes locating rod 8 fall automatically due to self weight, and locating rod 8 takes out simple laborsaving, safe and reliable, a support positioning
The positioning for remaining main reinforcement 17 that mechanism only needs a locating rod 8 to can be realized in addition to first layer main reinforcement 17, it is high-efficient；Pass through setting
The supporting and positioning mechanism of multiple parallel settings is used to support two top braces girder steels 9, utilizes two 9, top braces girder steel
Multiple steel reinforcement cage bearing bars 14 are supportted, multiple steel reinforcement cage bearing bars 14 play the role of undertaking entire steel reinforcement cage, wherein setting two
The purpose of top braces girder steel 9 is that the vertical support piece in steel reinforcement cage bearing bar 14 and supporting and positioning mechanism is avoided to cooperate, vertically
There are gap between double-rod structure and double rod, steel reinforcement cage bearing bar 14 directly cooperates with vertical support piece supporting element, and easy pair
Vertical support piece damages, and in turn results in the failure of fabrication of reinforcing cage, and the upper bottom surface of top braces girder steel 9 is complete nothing
Gap structure, top braces girder steel 9 are connected with the supporting and positioning mechanism of multiple parallel settings, and multiple steel reinforcement cages is assisted to hold jointly
14 spacer bar cage of weight bar, it is solid and reliable；Since there are certain height for top braces girder steel 9, steel reinforcement cage main reinforcement is inevitably influenced
Arrangement it is uneven, by offering multiple limiting through hole 10 passed through for locating rod 8 on the side wall of top braces girder steel 9, and
Mutually contour upper rest seat 11 is installed in the two sides of each limiting through hole 10, cradling element 12 is placed on two upper branch in locating rod
On bracket 11, locating rod 8 is placed in corresponding two locating rods on cradling element 12, by the limit of locating rod 8 and stirrup 16,
And then 17 position of main reinforcement for being located at 9 respective heights of top braces girder steel is positioned, the arrangement for meeting steel reinforcement cage main reinforcement is uniform, and leads to
Crossing cradling element 12 in extraction locating rod makes locating rod 8 fall automatically in limiting through hole 10 due to self weight, separates with main reinforcement 17,
Locating rod 8 is taken out effortlessly, and degree of safety is high.
In actual use, bottom support rod 1 and steel reinforcement cage bearing bar 14 are vertical with top braces girder steel 9, and it is entirely fixed to make
Class cube frame structure, entire locating rack compound with regular structure, uniform force, using secured is presented in position frame.
In the present embodiment, cradling element 6 under the locating rod 8, locating rod, cradling element 12 and steel reinforcement cage bearing bar in locating rod
14 be light round steel, and the structure size of cradling element 12 is all the same in cradling element 6 and locating rod under locating rod, steel reinforcement cage bearing bar 14
Diameter be greater than locating rod 8 diameter.
In the present embodiment, a top in two top braces girder steels 9 is arranged in one end of the steel reinforcement cage bearing bar 14
On portion's support steel beam 9, another top braces in two top braces girder steels 9 are arranged in the other end of steel reinforcement cage bearing bar 14
On girder steel 9, it is provided with bearing bar positioning seat 13 at top braces girder steel 9 and 14 contact position of steel reinforcement cage bearing bar, bearing bar is fixed
Open up fluted on the seat 13 of position, steel reinforcement cage bearing bar 14 is arranged in the groove of bearing bar positioning seat 13.
It should be noted that steel reinforcement cage bearing bar 14 is across between two top braces girder steels 9, top braces girder steel 9
It is to avoid the shifting of steel reinforcement cage bearing bar 14 with the purpose for being provided with bearing bar positioning seat 13 at 14 contact position of steel reinforcement cage bearing bar
It is dynamic, fluted, the interior baseplane of realization bearing bar positioning seat 13 and 14 light of steel reinforcement cage bearing bar are opened up on bearing bar positioning seat 13
The cooperation of circular surfaces, since the smooth circular surfaces of steel reinforcement cage bearing bar 14 and the interior baseplane contact area of bearing bar positioning seat 13 are small,
When convenient for the completion of later period fabrication of reinforcing cage, the extraction of steel reinforcement cage bearing bar 14.
In the present embodiment, open up fluted on the upper rest seat 11, cradling element 12 is placed on two upper branch in locating rod
In the groove of bracket 11.
It in the present embodiment, opens up fluted on the described first lower rest seat 4 and the second lower rest seat 5, is propped up under locating rod
Supporting piece 6 is placed in the groove of the first lower rest seat 4 and in the groove of the second lower rest seat 5.
It should be noted that opening up fluted on upper rest seat 11, the movement of cradling element 12 in locating rod, locating rod are avoided
The interior baseplane of the light circular surfaces of upper cradling element 12 and upper rest seat 11 cooperates, and contact area is small, completes convenient for the positioning of main reinforcement 17
Afterwards, in locating rod cradling element 12 extraction, whereabouts of the locating rod 8 in limiting through hole 10；First descends rest seat 4 and second lower
It opens up fluted on bracket 5, avoids the movement of cradling element 6 under locating rod, the light circular surfaces and first of cradling element 6 under locating rod
The interior baseplane cooperation of lower rest seat 4 and the second lower rest seat 5, contact area is small, after the completion of being positioned convenient for main reinforcement 17, locating rod
The extraction of lower cradling element 6, locating rod 8 fall in the gap between the first vertical supporting bar 2 and the second vertical supporting bar 3.
In the present embodiment, connect between the inner sidewall and bottom support rod 1 of the vertical support piece by the way that stiffening plate 7 is fixed
It connects.
It should be noted that be fixedly connected between the inner sidewall of vertical support piece and bottom support rod 1 by stiffening plate 7
Purpose is to reinforce supporting and positioning mechanism, improves locating rack to the enabling capabilities of steel reinforcement cage.
In the present embodiment, it is provided with and matches in the rod segment on the outside of each bottom support rod 1 vertical support piece disposed thereon
Pouring weight, the structure size and weight of each clump weight are equal, and the ipsilateral multiple clump weights of the supporting and positioning mechanism are by matching
Weight plate connection, the ipsilateral Weight plate of the supporting and positioning mechanism and multiple counter weight groups are at counter-balanced carriage 15.
It should be noted that the purpose of the ipsilateral installation counter-balanced carriage 15 of supporting and positioning mechanism is to improve the stabilization of locating rack
Property, when avoiding operating steel reinforcement cage, since steel reinforcement cage is from great and cause the pressure of locating rack.
In the present embodiment, the top of the suspension upright bar 19-2 is mounted on the bottom centre position of suspension mobile jib 19-4, hangs
It hangs mobile jib 19-4 and the center of multiple suspension strut 19-5 intersects vertically, suspension strut 19-5 is the circle of hollow structure
Steel, extension rod 19-3 are light round steel, and the length of suspension mobile jib 19-4 is less than the width of stirrup 16, and the length of extension rod 19-3 is less than
Spacing between two adjacent supporting and positioning mechanisms.
It should be noted that suspension upright bar 19-2 top be mounted on suspension mobile jib 19-4 bottom centre position keep by
Power is balanced, and the purpose that the center of suspension mobile jib 19-4 and multiple suspension strut 19-5 intersect vertically is easy for stirrup 16
It is opposite to be arranged, extension rod 19-3 be light round steel the purpose is to reduce the contact area of stirrup 16 and extension rod 19-3, suspension struts
19-5 is that the purpose of the round steel of hollow structure is easy for cooperating with extension rod 19-3；The length for hanging mobile jib 19-4 is less than stirrup 16
Width, guarantee that stirrup 16 is arranged.
The present invention in use, between two adjacent supporting and positioning mechanisms place a stirrup hanger bracket 19, make stirrup
The suspension mobile jib 19-4 of hanger bracket 19 is parallel to steel reinforcement cage bearing bar 14, and the top of suspension upright bar 19-2 is mounted on suspension mobile jib
The bottom centre position of 19-4, suspension mobile jib 19-4 and the center of multiple suspension strut 19-5 intersect vertically；Determine steel
The quantity for the stirrup 16 that muscle cage uses, and according to the line space design demand of stirrup 16 in steel reinforcement cage, by the stirrup 16 of specified quantity
From the side-by-side mounting to suspension strut 19-5 and extension rod 19-3 of suspension mobile jib 19-4；According to steel reinforcement cage design requirement to reinforcing bar
Main reinforcement from top to bottom carries out lateral arrangement in cage, the quantity of main reinforcement 17 in first layer main reinforcement is determined, by master each in first layer main reinforcement
Muscle 17 is assigned respectively into the gap between 14 top of the suspension bottom mobile jib 19-4 and steel reinforcement cage bearing bar, and makes first layer main reinforcement
It falls on multiple steel reinforcement cage bearing bars 14；The stirrup 16 being suspended on suspension strut 19-5 is all moved to extension rod 19-3
On；Extension rod 19-3 is extracted out from suspension strut 19-5, stirrup 16 is fallen in first layer main reinforcement, hangs mobile jib 19-4 and suspension
Strut 19-5 is higher by first layer main reinforcement, by suspension mobile jib 19-4, suspension strut 19-5 and hangs upright bar 19-2 from first layer main reinforcement
Upper taking-up takes out chassis 19-1 from 18 bottom of main reinforcement locating rack；
The spacing in first layer main reinforcement between each main reinforcement 17 is adjusted according to the design requirement of steel reinforcement cage main reinforcement spacing, and is kept
Every main reinforcement 17 is parallel to top braces girder steel 9；According to the line space design demand of stirrup 16 in steel reinforcement cage adjust each stirrup 16 it
Between spacing, and keep the length direction of main reinforcement 17 perpendicular to the plane where stirrup 16, contact position in main reinforcement 17 and stirrup 16
It sets place and main reinforcement 17 and stirrup 16 is subjected to binding and fixing；On the lateral wall of top braces girder steel 9 and it is located at limiting through hole 10
The contour upper rest seat 11 of multiple groups is from top to bottom installed in two sides, is from top to bottom selected according to the design requirement of steel reinforcement cage main reinforcement spacing
The upper rest seat 11 of corresponding height, cradling element 12, unselected upper branch on placement positioning bar on selected upper rest seat 11
Without cradling element 12 in locating rod on bracket 11, cradling element in the locating rod on the upper rest seat 11 of 10 two sides bottommost of limiting through hole
12 overhead height is higher than the lowest order height of limiting through hole 10；It is inserted into locating rod 8 in two opposite limiting through hole 10, makes
Locating rod 8 is matched with cradling element 12 in the locating rod on the upper rest seat 11 of corresponding height；Main reinforcement 17 is inserted into stirrup 16
And the main reinforcement 17 in this layer of main reinforcement rides in the locating rod 8 of respective heights, by each main reinforcement 17 in this layer of main reinforcement be moved to
Stirrup 16 contacts, and carries out binding positioning with stirrup 16；By cradling element 12 in the locating rod at 8 both ends of locating rod from corresponding upper branch
It is extracted out in bracket 11, locating rod 8 is fallen in limiting through hole 10 due to self weight automatically, realizes the separation with this layer of main reinforcement, positioning
Bar 8 is vertically fallen into the locating rod of lower section on cradling element 12；And so on, until corresponding height selected by completion from top to bottom is upper
On rest seat 11 in locating rod cradling element 12 and locating rod 8 compounding practice, and locating rod 8 is freely taken out from limiting through hole 10
Out, the positioning binding of the main reinforcement 17 in 9 place altitude range of top braces girder steel is realized；
The lower rest seat of corresponding height, selected lower branch are from top to bottom selected according to the design requirement of steel reinforcement cage main reinforcement spacing
Cradling element 6 under equal placement positioning bar on bracket, without cradling element 6, vertical support piece under locating rod on unselected lower rest seat
It is vertical to be higher than the first vertical supporting bar 2 and second for the overhead height of cradling element 6 under locating rod on the lower rest seat of upper bottommost
The lowest order height in gap between support rod 3；Positioning is horizontally inserted into two opposite gaps in each supporting and positioning mechanism
Bar 8 matches locating rod 8 with cradling element 6 under the locating rod on the lower rest seat of corresponding height；Main reinforcement 17 is inserted into stirrup 16
Main reinforcement 17 in interior and this layer of main reinforcement rides in the locating rod 8 of respective heights, and each main reinforcement 17 in this layer of main reinforcement is moved to
It is contacted with stirrup 16, and carries out binding positioning with stirrup 16；By cradling element 6 under the locating rod at 8 both ends of locating rod under corresponding
It is extracted out in rest seat, locating rod 8 is fallen in two gaps opposite in each supporting and positioning mechanism due to self weight automatically, real
Now with the separation of this layer of main reinforcement, locating rod 8 vertically fallen under the locating rod of lower section on cradling element 6；And so on, until complete by
The compounding practice of cradling element 6 and locating rod 8 under locating rod on the lower rest seat of lower selected corresponding height, and by locating rod 8
It is freely extracted out from two gaps opposite in each supporting and positioning mechanism, realizes the positioning binding of remaining main reinforcement 17.
The above is only presently preferred embodiments of the present invention, is not intended to limit the invention in any way, it is all according to the present invention
Technical spirit any simple modification to the above embodiments, change and equivalent structural changes, still fall within skill of the present invention
In the protection scope of art scheme.
Claims (8)
1. a kind of building beam column steel reinforcement cage binds operating mechanism, it is characterised in that: including for positioning main reinforcement (17) position
Main reinforcement locating rack (18) and multiple stirrup hanger brackets cooperated with main reinforcement locating rack (18) and be used to support suspension stirrup (16)
(19), main reinforcement locating rack (18) includes the top braces girder steel (9), multiple along top braces girder steel (9) of two parallel settings
Length direction is parallel to be arranged steel reinforcement cage bearing bar (14) at the top of two top braces girder steels (9) and multiple along top braces
Supporting and positioning mechanism of the parallel setting of girder steel (9) length direction two top braces girder steel (9) bottoms, the support positioning
The quantity of mechanism is equal with the quantity of steel reinforcement cage bearing bar (14) and corresponds, and opens up on the side wall of top braces girder steel (9)
There are multiple limiting through hole (10) passed through for locating rod (8), the quantity of the limiting through hole (10) on each top braces girder steel (9)
And one-to-one correspondence, limiting through hole (10) equal with the quantity of steel reinforcement cage bearing bar (14) are located at corresponding steel reinforcement cage bearing bar (14)
Underface, on the lateral wall of top braces girder steel (9) and be located at the two sides of limiting through hole (10) mutually contour upper branch be installed
Bracket (11), cradling element (12) is placed on two upper rest seat (11) in locating rod；
The supporting and positioning mechanism includes that bottom support rod (1) and two are mounted on relatively along bottom support rod (1) length direction
Vertical support piece on bottom support rod (1), the top of a vertical support piece in two vertical support pieces with two
The bottom of a top braces girder steel (9) in top braces girder steel (9) is fixedly connected, another in two vertical support pieces
The top of one vertical support piece and the bottom of another top braces girder steel (9) in two top braces girder steels (9) are fixed
It connects, multiple lower rest seats is from top to bottom installed on the lateral wall of the vertical support piece, the vertical support piece includes setting
Set the first vertical supporting bar (2) and the second vertical supporting bar (3) in bottom support rod (1) width direction, the first vertical branch
There is gap, the width and the width phase of limiting through hole (10) in the gap between strut (2) and the second vertical supporting bar (3)
Equal with the quantity of limiting through hole (10) Deng, the quantity in the gap and correspond, it is logical that the gap is located at corresponding limit
The underface in hole (10), the lower rest seat include first lower rest seat (4) being mounted on the first vertical supporting bar (2) and pacify
Second on the second vertical supporting bar (3) descends rest seat (5), and cradling element (6) is placed on the lower rest seat under locating rod
On, bottom support rod (1) and steel reinforcement cage bearing bar (14) are vertical with top braces girder steel (9)；
Stirrup hanger bracket (19) is placed between two adjacent supporting and positioning mechanisms, and stirrup hanger bracket (19) includes chassis (19-
1) the suspension upright bar (19-2) that, is mounted on chassis (19-1) and the suspension mobile jib for being horizontally arranged at suspension top upright bar (19-2)
(19-4), hanging to be horizontally disposed on the length direction of mobile jib (19-4) has multiple hollow structures and contour suspension strut (19-
5), suspension strut (19-5) and suspension mobile jib (19-4) are perpendicular, and extension rod (19-3) passes through suspension strut (19-5) setting and exists
It hangs on strut (19-5), the length of extension rod (19-3) is greater than the length of suspension strut (19-5)；Hang the bottom mobile jib (19-4)
Spacing between at the top of portion and steel reinforcement cage bearing bar (14) is not less than the diameter of main reinforcement (17).
2. a kind of building beam column steel reinforcement cage described in accordance with the claim 1 binds operating mechanism, it is characterised in that: the reinforcing bar
On the top braces girder steel (9) that one end of cage bearing bar (14) is arranged in two top braces girder steels (9), steel reinforcement cage is held
On another top braces girder steel (9) that the other end of weight bar (14) is arranged in two top braces girder steels (9), top braces
It is provided with bearing bar positioning seat (13) at girder steel (9) and steel reinforcement cage bearing bar (14) contact position, on bearing bar positioning seat (13)
Open up it is fluted, steel reinforcement cage bearing bar (14) be arranged in the groove of bearing bar positioning seat (13).
3. a kind of building beam column steel reinforcement cage described in accordance with the claim 1 binds operating mechanism, it is characterised in that: the upper branch
Open up fluted on bracket (11), cradling element (12) is placed in the groove of two upper rest seat (11) in locating rod.
4. a kind of building beam column steel reinforcement cage described in accordance with the claim 1 binds operating mechanism, it is characterised in that: described vertical
It is fixedly connected between the inner sidewall of supporting element and bottom support rod (1) by stiffening plate (7).
5. a kind of building beam column steel reinforcement cage described in accordance with the claim 1 binds operating mechanism, it is characterised in that: described first
Fluted, rest under cradling element (6) is placed on first under locating rod is opened up on lower rest seat (4) and second lower rest seat (5)
In the groove of seat (4) and in the groove of second lower rest seat (5).
6. a kind of building beam column steel reinforcement cage described in accordance with the claim 1 binds operating mechanism, it is characterised in that: each described
Clump weight, the structure size of each clump weight are provided in rod segment on the outside of bottom support rod (1) vertical support piece disposed thereon
It is equal with weight, the ipsilateral multiple clump weights of the supporting and positioning mechanism are connected by Weight plate, the supporting and positioning mechanism
Ipsilateral Weight plate and multiple counter weight groups are at counter-balanced carriage (15).
7. a kind of building beam column steel reinforcement cage described in accordance with the claim 1 binds operating mechanism, it is characterised in that: the positioning
Cradling element (6) under bar (8), locating rod, cradling element (12) and steel reinforcement cage bearing bar (14) are light round steel, locating rod in locating rod
The structure size of cradling element (12) is all the same on lower cradling element (6) and locating rod, and it is fixed that the diameter of steel reinforcement cage bearing bar (14) is greater than
The diameter of position bar (8).
8. a kind of building beam column steel reinforcement cage described in accordance with the claim 1 binds operating mechanism, it is characterised in that: the suspension
The top of upright bar (19-2) is mounted on the bottom centre position of suspension mobile jib (19-4), suspension mobile jib (19-4) and multiple suspensions branch
The center of bar (19-5) intersects vertically, and suspension strut (19-5) is the round steel of hollow structure, and extension rod (19-3) is light
Round steel, the length of suspension mobile jib (19-4) are less than the width of stirrup (16), and the length of extension rod (19-3) is less than adjacent two
Spacing between supporting and positioning mechanism.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910415669.XA CN110195515B (en) | 2019-05-18 | 2019-05-18 | Building beam column steel reinforcement cage ligature operating device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910415669.XA CN110195515B (en) | 2019-05-18 | 2019-05-18 | Building beam column steel reinforcement cage ligature operating device |
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| CN110195515A true CN110195515A (en) | 2019-09-03 |
| CN110195515B CN110195515B (en) | 2021-01-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910415669.XA Active CN110195515B (en) | 2019-05-18 | 2019-05-18 | Building beam column steel reinforcement cage ligature operating device |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111173199A (en) * | 2020-01-02 | 2020-05-19 | 中铁城建集团有限公司 | Quick, safe and high-quality binding construction method for frame beam steel bars |
| CN113202310A (en) * | 2021-05-06 | 2021-08-03 | 王权民 | Light-support attached formwork construction process |
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| JP2012026247A (en) * | 2010-07-20 | 2012-02-09 | Keishin Kogyo:Kk | Reinforcement frame serving also as main reinforcement positioning jig of assembly auxiliary device and reinforcement cage horizontal assembly method |
| CN204212438U (en) * | 2014-10-30 | 2015-03-18 | 安徽海龙建筑工业有限公司 | The assembled frame of reinforcing cage |
| CN105855434A (en) * | 2016-03-24 | 2016-08-17 | 浙江大学城市学院 | Plate girder reinforcing cage integral forming shaping formwork and construction method |
| CN205663106U (en) * | 2016-06-03 | 2016-10-26 | 中铁三局集团有限公司 | Basis steel reinforcement cage processor |
| CN206205457U (en) * | 2016-09-21 | 2017-05-31 | 深圳市合创建设工程顾问有限公司 | A kind of steel reinforcement cage aids in colligation frame |
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|---|---|---|---|---|
| JP2012026247A (en) * | 2010-07-20 | 2012-02-09 | Keishin Kogyo:Kk | Reinforcement frame serving also as main reinforcement positioning jig of assembly auxiliary device and reinforcement cage horizontal assembly method |
| CN204212438U (en) * | 2014-10-30 | 2015-03-18 | 安徽海龙建筑工业有限公司 | The assembled frame of reinforcing cage |
| CN105855434A (en) * | 2016-03-24 | 2016-08-17 | 浙江大学城市学院 | Plate girder reinforcing cage integral forming shaping formwork and construction method |
| CN205663106U (en) * | 2016-06-03 | 2016-10-26 | 中铁三局集团有限公司 | Basis steel reinforcement cage processor |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111173199A (en) * | 2020-01-02 | 2020-05-19 | 中铁城建集团有限公司 | Quick, safe and high-quality binding construction method for frame beam steel bars |
| CN113202310A (en) * | 2021-05-06 | 2021-08-03 | 王权民 | Light-support attached formwork construction process |
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| Publication number | Publication date |
|---|---|
| CN110195515B (en) | 2021-01-26 |
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