CN108638323A - A kind of beam prefabricated construction reinforced bar binding rack of T and binding method - Google Patents
A kind of beam prefabricated construction reinforced bar binding rack of T and binding method Download PDFInfo
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- CN108638323A CN108638323A CN201810620230.6A CN201810620230A CN108638323A CN 108638323 A CN108638323 A CN 108638323A CN 201810620230 A CN201810620230 A CN 201810620230A CN 108638323 A CN108638323 A CN 108638323A
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- bellows
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- sliding bar
- casing
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention discloses a kind of beam prefabricated construction reinforced bar binding rack of T and binding method, quick longitudinal binding of the longitudinal reinforcement on T beam reinforcement cages is not only realized by reinforcing bar positioning component, and it can ensure that longitudinal reinforcement binds spacing and meets the requirements by reinforcement positioning support in reinforcing bar positioning component, improve engineering construction quality, the problem of can effectively avoid the case where repeatedly doing over again, alleviating manpower and materials serious waste；In addition, by the way that bellows horizontal location frame is made set a distance slidable adjustment according to the vertical range cutting on upright sliding bar on upright sliding bar, the installation site of bellows can be precisely pre-positioned, and after bellows installation, it can also be tested check to the installation site of bellows by bellows horizontal location frame, it timely and effective can solve the problems, such as that bellows installation site and design installation site deviation are larger, improve the binding quality of bellows.
Description
Technical field
The present invention relates to the realm of building construction, more particularly to a kind of beam prefabricated construction reinforced bar binding racks of T and binding side
Method.
Background technology
Prefabrication of beam construction since its construction technology is simple, bridge construction superstructure and substructure can synchronous construction,
The construction period can be shortened, using relatively broad in science of bridge building.Currently, prefabrication of beam mostly uses centralization, standardization, factory
Change construction, the processing of beam body reinforcement installation is one of important procedure in prefabrication of beam.Traditional tie with reinforcing bar is directly to exist
It constructs, has the following technical problems on prefabrication of beam pedestal：
1. manually binding speed of application is slow, binding spacing is not of uniform size, and construction quality is difficult to ensure, not if there is quality
Qualified situation, needs to do over again, and not only construction personnel's work efficiency is low, labor intensity is big, the inspection declaration verification time is long, serious waste manpower
Material resources, and be affected to the duration progress of engineering project；
2. prestressing force bellows installs position inaccurate, causes installation site and design position deviation larger, T beams are answered in advance
Power tensioning is affected, and unfavorable to later stage girder construction stress and durability；
3. binding rack uses Integral welded, it is not easy to construction personnel's flexible operating.
Therefore, how a kind of prefabrication of beam period, raising beam body quality, T beams for reducing construction cost of effectively shortening is provided
Prefabricated construction reinforcing bar binding device is project under construction technical problem urgently to be resolved hurrily.
Invention content
The object of the present invention is to provide a kind of prefabrication of beam period is short, beam body quality binding quality is high, construction cost is low, ties up
Prick the beam prefabricated construction reinforced bar binding racks of efficient T and its binding method.
To achieve the above object, the present invention provides following schemes：
The present invention provides a kind of beam prefabricated construction reinforced bar binding racks of T, including component is checked in the positioning of horizontal base, bellows
With reinforcing bar positioning component, the reinforcing bar positioning component for being positioned to the binding of longitudinal reinforcement, vertically pacify by T beam reinforcement cages
One end mounted in the horizontal base upper surface, bellows positioning check component include upright sliding bar and with the vertical cunning
The vertical bellows horizontal location frame of bar, the upright sliding bar are vertically installed at the side of the T beam reinforcement cages, the reinforcing bar
Positioning component is mounted on the other side of the T beam reinforcement cages, and the upright sliding bar periphery is arranged with sliding bar casing, described
The side of sliding bar casing is welded with locating rack casing, and the bellows horizontal location is equipped in the locating rack casing
Frame；Axially spaced-apart is provided with multiple vertical range cuttings on the upright sliding bar, and an insurance is connected on the sliding bar casing
Bolt, the lock are filled in the vertical range cutting for being limited to the bottom end of the sliding bar casing.
Optionally, the reinforcing bar positioning component includes more reinforcing bar horizontal location holders, type steel skeleton and drawing handle, institute
The side that type steel skeleton is vertically installed at the horizontal base is stated, is vertically spaced apart equipped with multiple on the type steel skeleton
Horizontal through hole, each horizontal through hole run through the thickness direction of the type steel skeleton；The more reinforcing bar horizontal location holders
Parallel interval is arranged from top to bottom, and one end of the every reinforcement positioning support is connect with the drawing handle, described in every
The other end of reinforcement positioning support is used to inside the horizontal through hole to the T beam reinforcement cages.
Optionally, the radical of the reinforcing bar horizontal location holder is not more than the number of the horizontal through hole, each water
A steel sleeve is welded in flat through-hole, the every reinforcement positioning support is used to through the steel sleeve to the T beam steels
Skeletal internal.
Optionally, the reinforcing bar horizontal location holder is plain bar horizontal location holder, the every plain bar water
Flat locating support is welded on the drawing handle.
Optionally, the upright sliding bar, which is arranged side by side, three, and the top of three upright sliding bars is welded by jacking
Fixed, the bottom end of three upright sliding bars is welded and fixed by collet, and the bottom of the collet is equipped with pulley, the level
The upper surface of pedestal is welded with the longitudinal chute coordinated with the pulley.
Optionally, the horizontal base is horizontal section steel pedestal, and the horizontal section steel pedestal includes more disposed in parallel
One end of shaped steel crossbeam, the more shaped steel crossbeams is welded and fixed by two section longitudinal beams, more shaped steel crossbeams it is another
The longitudinal chute is welded in one end, two section longitudinal beams with the shaped steel beam vertical, the longitudinal chute along and institute
The parallel direction of section longitudinal beam is stated to extend.
Optionally, the upper surface of the every section longitudinal beam is mounted on bracket and is used to support the T beam reinforcement cages, institute
The extending direction for stating section longitudinal beam described in bracket upper edge is provided with longitudinal range cutting.
Optionally, one end of the bellows horizontal location frame is welded with T-type handle, the bellows horizontal location frame
The other end is through the locating rack casing to the inside of the T beam reinforcement cages.
Optionally, the lock is connected to the sliding bar casing by cord.
The present invention also provides a kind of beam prefabricated construction reinforced bar binding methods of T, include the following steps：
Step 1：T beam reinforcement cages are installed on the horizontal base；
Step 2：Under the positioning action of the reinforcing bar positioning component, carried out from bottom to top on the T beam reinforcement cages
Longitudinal reinforcement is bound；
Step 3：One end of the bellows horizontal location frame is pushed into the locating rack casing, the slide bar is slided
At sliding sleeve to the vertical journey cutting of specified amount, the lock is inserted into corresponding vertical range cutting and keeps the slide bar
The position of sliding sleeve is stablized, and one end of the bellows horizontal location frame is pushed into inside the T beam reinforcement cages, is utilized
The bellows horizontal location frame is withdrawn from after auxiliary bar record position, the position installation recorded further according to auxiliary bar is prefabricated
Bellows；
Step 4：It is after prefabricated bellows installs, one end push-in of the bellows horizontal location frame is described fixed
Inside the interior extremely T beam reinforcement cages of position frame casing, the sliding bar casing is slided to the bellows horizontal location frame
The position of prefabricated bellows to be tested is arrived in one end, proofreads the range cutting corresponding to the sliding bar sleeve bottom at this time
Whether disposition is identical as setting numerical value.
The present invention achieves following technique effect compared with the existing technology：
The T beam prefabricated construction reinforced bars binding rack and binding method of the present invention, by the positioning action of reinforcing bar positioning component,
Quick longitudinal binding of the longitudinal reinforcement on T beam reinforcement cages is not only realized, but also fixed by reinforcing bar in reinforcing bar positioning component
Position holder, it can be ensured that longitudinal reinforcement binding spacing meets the requirements, and improves engineering construction quality, can effectively avoid and repeatedly do over again
The case where, the problem of alleviating manpower and materials serious waste；In addition, bellows positioning checks component by determining bellows level
Position frame makees set a distance slidable adjustment according to the vertical range cutting on upright sliding bar on upright sliding bar, can be to the installation of bellows
Position is precisely pre-positioned, and after bellows installation, installation that can also be by bellows horizontal location frame to bellows
Position is tested check, timely and effective can be solved the problems, such as that bellows installation site and design installation site deviation are larger, be carried
The high binding quality of bellows.In conclusion the beam prefabricated construction reinforced bars of the T of the present invention bind horse structure simple and compact, tie up
Bundle method is simple and efficient, can effectively shorten the prefabrication of beam period, improve beam body quality, can also save worker's working strength, shorten
It inspects for acceptance the time, is conducive to improve Business Economic Benefit.
Description of the drawings
It in order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the present invention
Example, for those of ordinary skill in the art, without having to pay creative labor, can also be according to these attached drawings
Obtain other attached drawings.
Fig. 1 is the structural schematic diagram that the beam prefabricated construction reinforced bars of T of the present invention bind rack；
Wherein, reference numeral is：1, T beam reinforcement cages；2, upright sliding bar；21, jacking；22, collet；23, vertical range
Cutting；24, sliding bar casing；25, lock；3, bellows horizontal location frame；31, locating rack casing；4, pulley；5, longitudinal
Sliding slot；6, shaped steel crossbeam；7, section longitudinal beam；8, bracket；9, type steel skeleton；91, horizontal through hole；10, reinforcement positioning support；11、
Drawing handle；12, bellows.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
The object of the present invention is to provide a kind of prefabrication of beam period is short, beam body quality binding quality is high, construction cost is low, ties up
Prick the beam prefabricated construction reinforced bar binding racks of efficient T and its binding method.
Based on this, the present invention provides a kind of beam prefabricated construction reinforced bar binding racks of T, including the positioning of horizontal base, bellows
Component and reinforcing bar positioning component are checked, for being positioned to the binding of longitudinal reinforcement, T beam reinforcement cages hang down reinforcing bar positioning component
Straight one end for being mounted on horizontal base upper surface, it includes upright sliding bar and vertical with upright sliding bar that component is checked in bellows positioning
Bellows horizontal location frame, upright sliding bar are vertically installed at the side of T beam reinforcement cages, and reinforcing bar positioning component is mounted on T joist steels
The other side of tendons skeleton, upright sliding bar periphery are arranged with sliding bar casing, and the side of sliding bar casing is welded with locating rack
Casing is equipped with bellows horizontal location frame in locating rack casing；Axially spaced-apart is provided with multiple vertical ranges on upright sliding bar
Cutting, a lock is connected on sliding bar casing, and lock is filled in vertical range cutting for sliding bar casing
Bottom end is limited.
Meanwhile the present invention also provides a kind of beam prefabricated construction reinforced bar binding methods of T, including the following steps：
Step 1：T beam reinforcement cages are installed on the horizontal base；
Step 2：Under the positioning action of the reinforcing bar positioning component, carried out from bottom to top on the T beam reinforcement cages
Longitudinal reinforcement is bound；
Step 3：One end of the bellows horizontal location frame is pushed into the locating rack casing, the slide bar is slided
At sliding sleeve to specified range cutting, the lock is inserted into corresponding range cutting and keeps the sliding bar casing
Position stablize, one end of the bellows horizontal location frame is pushed into inside the T beam reinforcement cages, auxiliary bar is utilized
The bellows horizontal location frame is withdrawn from after record position, and prefabricated bellows is installed further according to the position that auxiliary bar is recorded；
Step 4：It is after prefabricated bellows installs, one end push-in of the bellows horizontal location frame is described fixed
Inside the interior extremely T beam reinforcement cages of position frame casing, the sliding bar casing is slided to the bellows horizontal location frame
The position of prefabricated bellows to be tested is arrived in one end, proofreads the range cutting corresponding to the sliding bar sleeve bottom at this time
Whether disposition is identical as setting numerical value.
The T beam prefabricated construction reinforced bars binding rack and binding method of the present invention, by the positioning action of reinforcing bar positioning component,
Quick longitudinal binding of the longitudinal reinforcement on T beam reinforcement cages is not only realized, but also fixed by reinforcing bar in reinforcing bar positioning component
Position holder, it can be ensured that longitudinal reinforcement binding spacing meets the requirements, and improves engineering construction quality, can effectively avoid and repeatedly do over again
The case where, the problem of alleviating manpower and materials serious waste；In addition, bellows positioning checks component by determining bellows level
Position frame makees set a distance slidable adjustment according to the vertical range cutting on upright sliding bar on upright sliding bar, can be to the installation of bellows
Position is precisely pre-positioned, and after bellows installation, installation that can also be by bellows horizontal location frame to bellows
Position is tested check, timely and effective can be solved the problems, such as that bellows installation site and design installation site deviation are larger, be carried
The high binding quality of bellows.In conclusion the beam prefabricated construction reinforced bars of the T of the present invention bind horse structure simple and compact, tie up
Bundle method is simple and efficient, can effectively shorten the prefabrication of beam period, improve beam body quality, can also save worker's working strength, shorten
It inspects for acceptance the time, is conducive to improve Business Economic Benefit.
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, below in conjunction with the accompanying drawings and specific real
Applying mode, the present invention is described in further detail.
Embodiment one：
As shown in Figure 1, the present embodiment provides a kind of beam prefabricated construction reinforced bars of T to bind rack, including horizontal base, bellows
Component and reinforcing bar positioning component are checked in positioning, and reinforcing bar positioning component is for positioning the binding of longitudinal reinforcement, T joist steel muscles and bones
Frame 1 is vertically mounted on one end of horizontal base upper surface, and it includes upright sliding bar 2 and and upright sliding bar that component is checked in bellows positioning
2 vertical bellows horizontal location framves 3, upright sliding bar 2 are vertically installed at the side of T beam reinforcement cages 1, reinforcing bar positioning component peace
Mounted in the other side of T beam reinforcement cages 1,2 periphery of upright sliding bar is arranged with sliding bar casing 24, and the one of sliding bar casing 24
Side is welded with locating rack casing 31, is equipped with bellows horizontal location frame 3 in locating rack casing 31, axis on every upright sliding bar 2
To multiple vertical range cuttings 23 are arranged at intervals with, a lock 25 is connected on sliding bar casing 24, lock 25 is filled in perpendicular
Into range cutting 23 for being limited to the bottom end of sliding bar casing 24.
In this specific embodiment, as shown in Figure 1, reinforcing bar positioning component includes more reinforcing bar horizontal location holders 10, types
Steel skeleton 9 and drawing handle 11, type steel skeleton 9 are vertically installed at the side of horizontal base, on type steel skeleton 9 vertically between
It separates and is equipped with multiple horizontal through hole 91, each horizontal through hole 91 runs through the thickness direction of type steel skeleton 9；More reinforcing bar horizontal locations
Parallel interval is arranged holder 10 from top to bottom, and the spacing distance between adjacent reinforcing bar horizontal location holder 10 corresponds to adjacent longitudinal steel
Spacing distance between muscle, reinforcing bar horizontal location holder 10 is mutually orthogonal relationship with longitudinal reinforcement, and adjacent reinforcing bar is horizontal
Spacing distance between locating support 10 can be adjusted according to the spacing of required longitudinal reinforcement；As shown in Figure 1, every steel
One end of muscle locating support 10 is connect with drawing handle 11, and the other end of every reinforcement positioning support 10 is then used to run through water
Inside flat through-hole 91 to T beam reinforcement cages 1.
Further, the radical of reinforcing bar horizontal location holder 10 is not more than the number of horizontal through hole 91, each horizontal logical
Solderable steel sleeve in hole 91, correspondingly, every reinforcement positioning support 10 is then used for through steel sleeve to T beam reinforcement cages
Inside 1.
Further, reinforcing bar horizontal location holder 10 is plain bar horizontal location holder, and every plain bar level is fixed
Position holder 10 is welded on drawing handle 11.
Further, as shown in Figure 1, upright sliding bar 2, which is arranged side by side, three, the top of three upright sliding bars 2 passes through top
Support 21 is welded and fixed, and the bottom end of three upright sliding bars 2 is welded and fixed by collet 22, is both provided on three upright sliding bars 2 perpendicular
To range cutting 23, and the arrangement of vertical range cutting 23 is different on three upright sliding bars 2, expands bellows
2 clipping rooms away from adjustable extent；The bottom of collet 22 is also equipped with pulley 4, and the upper surface of horizontal base is accordingly welded with and slides
The longitudinal chute 5 of 4 cooperation of wheel.In this present embodiment, horizontal base is horizontal section steel pedestal, and horizontal section steel pedestal includes more flat
The shaped steel crossbeam 6 of row setting, as shown in Figure 1, the direction of shaped steel crossbeam 6 is parallel with the direction of reinforcing bar horizontal location holder 10
, one end of more shaped steel crossbeams 6 is welded and fixed by two section longitudinal beams 8, and the other end welding of more shaped steel crossbeams 6 is longitudinal
Sliding slot 5, two section longitudinal beams 8 are vertical with shaped steel crossbeam 6, and longitudinal chute 5 extends along the direction parallel with section longitudinal beam 8.
Further, as shown in Figure 1, the upper surface of every section longitudinal beam 8, which is mounted on bracket 7, is used to support T beam steels
Skeleton 1, and the extending direction of 7 upper edge section longitudinal beam 8 of bracket is provided with longitudinal range cutting.
Further, as shown in Figure 1, one end of bellows horizontal location frame 3 is welded with T-type handle, bellows level is fixed
The other end of position frame 3 is through locating rack casing 31 to the inside of T beam reinforcement cages 1.
Further, lock 25 is connected to by cord on sliding bar casing 24, and making is not only saved using cord
Cost, and improve the flexibility that lock 25 uses.
It can be seen that the beam prefabricated construction reinforced bars of T of the present invention bind rack, by the positioning action of reinforcing bar positioning component,
Quick longitudinal binding of the longitudinal reinforcement on T beam reinforcement cages is not only realized, but also fixed by reinforcing bar in reinforcing bar positioning component
Position holder, it can be ensured that longitudinal reinforcement binding spacing is uniform, improves construction quality, can effectively avoid the case where repeatedly doing over again,
The problem of alleviating manpower and materials serious waste；In addition, bellows positioning checks component by by bellows horizontal location frame root
Make set a distance slidable adjustment on upright sliding bar according to the vertical range cutting on upright sliding bar, can to the installation site of bellows into
The accurate pre-determined bit of row, and after bellows installation, can also by bellows horizontal location frame to the installation site of bellows into
Performing check is checked, and timely and effective can be solved the problems, such as that bellows installation site and design installation site deviation are larger, be improved wave
The binding quality of line pipe.In conclusion the beam prefabricated construction reinforced bars of the T of the present invention bind horse structure simple and compact, this reality is used
Apply example T beam prefabricated construction reinforced bar binding racks can effectively shorten the prefabrication of beam period, improve beam body quality, can also save worker
Working strength, shortening are inspected for acceptance the time, are conducive to improve Business Economic Benefit.
Embodiment two：
The present embodiment provides a kind of beam prefabricated construction reinforced bars of T binding rack based on the beam prefabricated construction reinforced bars of T in embodiment 1
Binding method includes the following steps：
Step 1：T beam reinforcement cages 1 are installed on the bracket 8 of horizontal base.
Step 2：Under the positioning action of reinforcing bar positioning component, longitudinal steel is carried out from bottom to top on T beam reinforcement cages 1
Muscle is bound, and concrete operations are as follows：
By pushing drawing handle 11 that vertical setting of types reinforcement positioning support 10 disposed in parallel is passed through the water on type steel skeleton 9
The steel sleeve welded in flat through-hole 91 or horizontal through hole 91 enters inside T beam reinforcement cages 1, in the predetermined of reinforcement positioning support 10
Under the effect of position, longitudinal reinforcement is carried out from bottom to top on T beam reinforcement cages 1 according to the spacing between adjacent reinforcement positioning support 10
Binding, it can be ensured that the spacing uniformity between the installation site accuracy and longitudinal reinforcement and longitudinal reinforcement of longitudinal reinforcement.
Step 3：By in one end push-in locating rack casing 31 of bellows horizontal location frame 3, sliding bar casing 24 is adjusted
At the vertical range cutting 23 specified to drawing, lock 25 is inserted into corresponding vertical range cutting 23, sliding bar set
Pipe 24 has just been limited in 25 top of lock and can not move down, and lock 25 can keep the position of sliding bar casing 24 steady
It is fixed；After sliding bar casing 24 positions, one end of bellows horizontal location frame 3 is pushed into inside T beam reinforcement cages 1, and
Using auxiliary bar in the height and position where 1 internal record of T beam reinforcement cages at this time bellows horizontal location frame 3, can pass through
The mode that auxiliary bar is welded on T beam reinforcement cages 1 is carried out into record position, and the position of auxiliary bar welding is necessary to ensure that not
It can influence the installation of bellows 12；Later can in longitudinal chute 4 longitudinal sliding motion bellows positioning check component by way of,
Another bellows installation site under the height corresponding to same vertical range cutting 23 is positioned, the bellows 12 of required installation
Length is longer, and the bellows installation point of the extending direction pre-determined bit of sliding slot 4 is more along longitudinal direction, to ensure the water of the installation of bellows 12
Flat precision；After positioning a series of bellows installation points being longitudinally extended by auxiliary bar, bellows horizontal location can be withdrawn from
Frame 3 is directly installed according to the position that auxiliary bar is recorded and binds bellows 12.
Step 4：After bellows 12 is installed and is bound and is finished, one end of bellows horizontal location frame 3 is again pushed into
To inside T beam reinforcement cages 1 in locating rack casing 31, slidable adjustment sliding bar casing 24 to bellows horizontal location frame 3
The position of bellows 12 to be tested is arrived in one end, examines and proofreads the vertical range corresponding to 24 bottom of sliding bar casing at this time
Whether the height value of cutting 23 is identical as vertical 23 numerical value of range cutting that drawing is specified, and the if the same binding of bellows 12 is closed
Lattice are conducive to the installation matter for improving bellows 12 if it is not the same, can be then adjusted in time to the installation site of bellows 12
Amount.
It follows that the beam prefabricated construction reinforced bar binding methods of the T of the present embodiment, are made by the positioning of reinforcing bar positioning component
With not only realizing quick longitudinal binding of the longitudinal reinforcement on T beam reinforcement cages, but also pass through reinforcing bar in reinforcing bar positioning component
Locating support, it can be ensured that longitudinal reinforcement binding spacing meets the requirements, and improves engineering construction quality, can effectively avoid and repeatedly return
The case where work, the problem of alleviating manpower and materials serious waste；In addition, bellows positioning check component passes through bellows level
Locating rack makees set a distance slidable adjustment according to the vertical range cutting on upright sliding bar on upright sliding bar, can be to the peace of bellows
Holding position is precisely pre-positioned, and after bellows installation, can also be by bellows horizontal location frame to the peace of bellows
Holding position is tested check, timely and effective can solve the problems, such as that bellows installation site and design installation site deviation are larger,
Improve the binding quality of bellows.In conclusion the beam prefabricated construction reinforced bar binding binding methods of the T of the present embodiment are easy to be fast
Victory, can effectively shorten the prefabrication of beam period, improve beam body quality, can also save worker's working strength, shortening is inspected for acceptance the time,
Be conducive to improve Business Economic Benefit.
Specific case is applied in the present invention, and principle and implementation of the present invention are described, above example
Illustrate the method and its core concept for being merely used to help understand the present invention；Meanwhile for those of ordinary skill in the art, according to
According to the thought of the present invention, there will be changes in the specific implementation manner and application range.In conclusion the content of the present specification
It should not be construed as limiting the invention.
Claims (10)
1. a kind of beam prefabricated construction reinforced bars of T bind rack, it is characterised in that：Component is checked including horizontal base, bellows positioning
With reinforcing bar positioning component, the reinforcing bar positioning component for being positioned to the binding of longitudinal reinforcement, vertically pacify by T beam reinforcement cages
One end mounted in the horizontal base upper surface, bellows positioning check component include upright sliding bar and with the vertical cunning
The vertical bellows horizontal location frame of bar, the upright sliding bar are vertically installed at the side of the T beam reinforcement cages, the reinforcing bar
Positioning component is mounted on the other side of the T beam reinforcement cages, and the upright sliding bar periphery is arranged with sliding bar casing, described
The side of sliding bar casing is welded with locating rack casing, and the bellows horizontal location is equipped in the locating rack casing
Frame；Axially spaced-apart is provided with multiple vertical range cuttings on the upright sliding bar, and an insurance is connected on the sliding bar casing
Bolt, the lock are filled in the vertical range cutting for being limited to the bottom end of the sliding bar casing.
2. the beam prefabricated construction reinforced bars of T according to claim 1 bind rack, it is characterised in that：The reinforcing bar positioning component
It is vertically installed at the horizontal base including more reinforcing bar horizontal location holders, type steel skeleton and drawing handle, the type steel skeleton
The side of seat is vertically spaced apart on the type steel skeleton and is equipped with multiple horizontal through hole, and each horizontal through hole runs through
The thickness direction of the type steel skeleton；Parallel interval is arranged the more reinforcing bar horizontal location holders from top to bottom, described in every
One end of reinforcement positioning support is connect with the drawing handle, and the other end of the every reinforcement positioning support is used to run through
Inside the horizontal through hole to the T beam reinforcement cages.
3. the beam prefabricated construction reinforced bars of T according to claim 2 bind rack, it is characterised in that：The reinforcing bar horizontal location
The radical of holder is not more than the number of the horizontal through hole, a steel sleeve is welded in each horizontal through hole, described in every
Reinforcement positioning support is used to inside the steel sleeve to the T beam reinforcement cages.
4. the beam prefabricated construction reinforced bars of T according to claim 3 bind rack, it is characterised in that：The reinforcing bar horizontal location
Holder is plain bar horizontal location holder, and the every plain bar horizontal location holder is welded on the drawing handle
On.
5. the beam prefabricated construction reinforced bars of T according to claim 1 bind rack, it is characterised in that：The upright sliding bar is side by side
Three are provided with, the top of three upright sliding bars is welded and fixed by jacking, and the bottom end of three upright sliding bars passes through
Collet is welded and fixed, and the bottom of the collet is equipped with pulley, and the upper surface of the horizontal base is welded with matches with the pulley
The longitudinal chute of conjunction.
6. the beam prefabricated construction reinforced bars of T according to claim 5 bind rack, it is characterised in that：The horizontal base is water
Flat pattern steel base, the horizontal section steel pedestal include more shaped steel crossbeams disposed in parallel, one end of the more shaped steel crossbeams
It is welded and fixed by two section longitudinal beams, the other end of the more shaped steel crossbeams welds the longitudinal chute, two types
Steel longeron is with the shaped steel beam vertical, and the longitudinal chute is along the direction extension parallel with the section longitudinal beam.
7. the beam prefabricated construction reinforced bars of T according to claim 6 bind rack, it is characterised in that：The every section longitudinal beam
Upper surface be mounted on bracket and be used to support the T beam reinforcement cages, the extension side of section longitudinal beam described in the bracket upper edge
To being provided with longitudinal range cutting.
8. the beam prefabricated construction reinforced bars of T according to claim 1 bind rack, it is characterised in that：The bellows level is fixed
One end of position frame is welded with T-type handle, and the other end of the bellows horizontal location frame is through the locating rack casing to the T
The inside of beam reinforcement cages.
9. the beam prefabricated construction reinforced bars of T according to claim 1 bind rack, it is characterised in that：The lock passes through thin
Rope is connected to the sliding bar casing.
10. a kind of beam prefabricated constructions of T binding rack based on the beam prefabricated construction reinforced bars of T as described in any one of claim 1 to 9
Method for binding reinforcing steel bars, it is characterised in that：Include the following steps：
Step 1：T beam reinforcement cages are installed on the horizontal base；
Step 2：Under the positioning action of the reinforcing bar positioning component, carried out from bottom to top on the T beam reinforcement cages longitudinal
Reinforcing bar is bound；
Step 3：One end of the bellows horizontal location frame is pushed into the locating rack casing, the sliding bar is slided
At casing to specified range cutting, the lock is inserted into corresponding range cutting to the position for keeping the sliding bar casing
Stabilization is set, one end of the bellows horizontal location frame is pushed into inside the T beam reinforcement cages, is recorded using auxiliary bar
The bellows horizontal location frame is withdrawn from behind position, and prefabricated bellows is installed further according to the position that auxiliary bar is recorded；
Step 4：After prefabricated bellows installs, one end of the bellows horizontal location frame is pushed into the locating rack
Inside the interior extremely T beam reinforcement cages of casing, the sliding bar casing is slided to one end of the bellows horizontal location frame
The position of prefabricated bellows to be tested is arrived at, the disposition of the range cutting corresponding to the sliding bar sleeve bottom at this time is proofreaded
It is whether identical as setting numerical value.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810620230.6A CN108638323B (en) | 2018-06-15 | 2018-06-15 | T-beam prefabrication construction steel bar binding rack and binding method |
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| CN110106776A (en) * | 2019-04-04 | 2019-08-09 | 中国建筑第八工程局有限公司 | The construction method of straddle-type monorail station bent cap reinforcing bar |
| CN110586815A (en) * | 2019-10-14 | 2019-12-20 | 上海建工四建集团有限公司 | Size-adjustable multi-layer steel bar net high-precision machining jig frame and using method |
| CN112012509A (en) * | 2020-08-20 | 2020-12-01 | 中国十七冶集团有限公司 | Adjustable and accurate positioning corrugated pipe device and installation method |
| CN113006134A (en) * | 2021-02-05 | 2021-06-22 | 中铁广州工程局集团深圳工程有限公司 | Slidable assembly device for prefabricated support beam and construction method |
| CN114876126A (en) * | 2022-06-27 | 2022-08-09 | 中冶建工集团有限公司 | Prestressed beam corrugated pipe fixing device and construction method |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106776A (en) * | 2019-04-04 | 2019-08-09 | 中国建筑第八工程局有限公司 | The construction method of straddle-type monorail station bent cap reinforcing bar |
| CN110586815A (en) * | 2019-10-14 | 2019-12-20 | 上海建工四建集团有限公司 | Size-adjustable multi-layer steel bar net high-precision machining jig frame and using method |
| CN110586815B (en) * | 2019-10-14 | 2024-05-14 | 上海建工四建集团有限公司 | Size-adjustable multi-layer reinforcing mesh high-precision machining jig frame and use method |
| CN112012509A (en) * | 2020-08-20 | 2020-12-01 | 中国十七冶集团有限公司 | Adjustable and accurate positioning corrugated pipe device and installation method |
| CN112012509B (en) * | 2020-08-20 | 2022-03-22 | 中国十七冶集团有限公司 | Adjustable and accurate positioning corrugated pipe device and installation method |
| CN113006134A (en) * | 2021-02-05 | 2021-06-22 | 中铁广州工程局集团深圳工程有限公司 | Slidable assembly device for prefabricated support beam and construction method |
| CN114876126A (en) * | 2022-06-27 | 2022-08-09 | 中冶建工集团有限公司 | Prestressed beam corrugated pipe fixing device and construction method |
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