CN112412051B - Quick bundle of device of reinforcing bar for building - Google Patents
Quick bundle of device of reinforcing bar for building Download PDFInfo
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- CN112412051B CN112412051B CN202011369017.6A CN202011369017A CN112412051B CN 112412051 B CN112412051 B CN 112412051B CN 202011369017 A CN202011369017 A CN 202011369017A CN 112412051 B CN112412051 B CN 112412051B
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- 230000003014 reinforcing effect Effects 0.000 title claims description 135
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 57
- 238000010276 construction Methods 0.000 claims abstract description 41
- 238000009434 installation Methods 0.000 claims abstract description 36
- 230000000712 assembly Effects 0.000 claims abstract description 14
- 238000000429 assembly Methods 0.000 claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 51
- 239000010959 steel Substances 0.000 claims description 51
- 238000013016 damping Methods 0.000 claims description 5
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 11
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 17
- 230000033001 locomotion Effects 0.000 description 14
- 238000006073 displacement reaction Methods 0.000 description 7
- 230000035939 shock Effects 0.000 description 5
- 230000002349 favourable effect Effects 0.000 description 4
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- 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
- E04G21/122—Machines for joining reinforcing bars
- E04G21/123—Wire twisting tools
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to the technical field of building construction, in particular to a quick binding device for reinforcing steel bars for buildings, which comprises a bottom plate, a controller, an outward expanding mechanism, a longitudinal adjusting mechanism and a transverse adjusting mechanism, wherein the outward expanding mechanism comprises a driving assembly and two vertical plates, the longitudinal adjusting mechanism is arranged at the top of the bottom plate and used for adjusting the installation height of the reinforcing steel bars, the longitudinal adjusting mechanism comprises a jacking assembly and two limiting assemblies, the transverse adjusting mechanism is arranged on the outer walls of the vertical plates and used for adjusting the installation space of the reinforcing steel bars, the transverse adjusting mechanism comprises two sliding rails, two locking assemblies and a plurality of clamping assemblies, the driving assembly, the jacking assembly and the controller are electrically connected, the quick binding device and the method for reinforcing steel bars for buildings can effectively avoid construction errors, quickly adjust the installation height, and accurately adjust the horizontal space of the reinforcing steel bars after clamping, meanwhile, manual adjustment is not needed, time and labor are saved, and the bundling device is convenient to withdraw after bundling.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a quick bundling device for reinforcing steel bars for buildings.
Background
Shear force wall and support column in modern housing construction often adopt cast in situ concrete's mode to be under construction, need carry out steel framework's setting before the cast in situ concrete construction, steel framework needs to carry out burying underground of main reinforcing bar earlier, and longitudinal reinforcement is tied up at the inner of main reinforcing bar after main reinforcing bar buries underground and finishes to increase concrete column's stability.
Need adjust into suitable interval with it when vertical reinforcing bar is tied up, the reinforcing bar is tied up and is adopted reinforcing bar positioning fixture to go on more, and current reinforcing bar positioning fixture is through positioning the reinforcing bar and placing on the channel-section steel fluting, and this kind of anchor clamps need lock on predetermined main steel framework to insert the reinforcing bar in the post steel framework and fix a position by reinforcing bar positioning fixture.
Chinese patent application No.: CN 202010144132.7; the publication date is as follows: 2020.09.04 discloses reinforcing bar location sectional fixture for house building, including side fagging, adjusting bolt, locking mechanical system, telescopic link and positioning mechanism, the quantity of side fagging be two, all be provided with a transverse arrangement's spout on the middle part of every side fagging, all be connected with locking mechanical system through sliding fit evenly in every spout, be connected through the telescopic link between the corresponding locking mechanical system in position on two side faggings, the side fagging that is located the telescopic link front end is connected with adjusting bolt's front end through screw-thread fit's mode, adjusting bolt's rear end is installed on the side fagging that is located the telescopic link rear end through the bearing, all install a positioning mechanism on the top of every side fagging. The invention can solve the problems existing in the prior reinforcing steel bar clamp when the reinforcing steel bar is positioned: the reinforcing bar anchor clamps can't carry out the centre gripping locking to the reinforcing bar, lead to the height of reinforcing bar to have the deviation, need many people to cooperate when the reinforcing bar is tied up and be under construction for the reinforcing bar is tied up inefficiency, poor scheduling problem of effect.
Chinese patent application No.: CN 201910698672.7; the publication date is as follows: 2019.09.17 discloses a rapid steel bar bundling tool, which effectively solves the problems of complex and labor-consuming steel bar bundling and large risk of power equipment; the technical scheme for solving the problem is that the device comprises a frame, wherein the frame is provided with a left protection plate and a right protection plate with downward concave surfaces, a movable plate is hinged on the left protection plate, a channel corresponding to the notch is arranged on the frame, and a pin for limiting the movable plate to rotate clockwise is arranged on the frame; the pin can move back and forth and reset forwards, a vertical rotating shaft in the middle position is mounted on the frame, a transverse handle is arranged at the upper end of the rotating shaft, a rotating disc is fixed at the lower end of the rotating shaft, two vertical rods are mounted on the rotating disc, and a sleeve is fixed on each vertical rod; a vertical driving plate which can rotate along with the rotating shaft is arranged on the left side of the frame, a driving lever is arranged on the driving plate, the driving lever can be in contact with the pin after rotating for a certain angle, and then the pin is driven to move backwards; after the pin moves backwards, the movable plate can rotate anticlockwise, the invention improves the portability and safety of steel bar bundling, and improves the speed and quality.
The above two inventive structures have the following disadvantages:
1. after the reinforcing bar was put into anchor clamps, when actually tying up, the condition that needs the interim adjustment reinforcing bar mounting height when having according to building site actual conditions or appearing construction error exists, and the anchor clamps structure in the above-mentioned scheme is put into the locking clamp splice after, is died by the rubber latch lock on its surface, therefore can't adjust behind the centre gripping, when the construction error appears, can't compensate, and the practicality remains to promote.
2. A plurality of reinforcing bars of homonymy can only adjust simultaneously, and the interval sets for the same, and independent reinforcing bar can't carry out the accurate adjustment, nevertheless when the construction, has various circumstances, therefore can't carry out the accurate adjustment according to actual construction requirement.
3. Two side faggings and two bearing plates all need to be adjusted through artifical manual, just can accomplish the bundle of reinforcing bar and tie up work, waste time and energy, lead to the bundle efficiency of reinforcing bar and main reinforcing bar to be lower.
4. The anchor clamps are whole bigger than normal, do not design sliding construction, bundle the back at the reinforcing bar, withdraw from hard, are unfavorable for improving the efficiency of construction.
According to the not enough of prior art, therefore it is necessary to design one kind and can effectively avoid construction error, quick adjustment mounting height, can be in the centre gripping back accurate regulation reinforcing bar horizontal spacing, need not artifical manual regulation simultaneously, labour saving and time saving, and bundle the back, the convenient building reinforcing bar of withdrawing from is pricked fast and is tied device and method.
Disclosure of Invention
The invention aims to provide a device and a method for quickly bundling reinforcing steel bars for buildings.
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides a quick bundle device of reinforcing bar for building, includes the bottom plate, still includes controller, expands mechanism, vertical adjustment mechanism and horizontal adjustment mechanism outward, expand the mechanism outward and establish at the top of bottom plate in order to tie up the reinforcing bar, expand the mechanism outward and include drive assembly and two risers, two risers are the symmetry and set up at the top of bottom plate, the controller is fixed to be established on the outer wall of one of them riser, drive assembly establishes at the top of bottom plate, vertical adjustment mechanism establishes at the top of bottom plate in order to be used for adjusting the mounting height of reinforcing bar, vertical adjustment mechanism includes jacking subassembly and two spacing subassemblies, jacking subassembly establishes at the top of base, and every spacing subassembly all establishes on the top outer wall of a riser, horizontal adjustment mechanism establishes on the outer wall of riser in order to be used for adjusting the installation interval of reinforcing bar, horizontal adjustment mechanism includes two slide rails, vertical adjustment mechanism, Two locking Assembly and a plurality of centre gripping subassembly, every slide rail all insert and establish on the inner wall of a riser, and every locking Assembly all establishes at the top of a riser, and a plurality of centre gripping subassembly slides and establishes in the inside of two slide rails, drive assembly and jacking subassembly and controller are electric connection.
Furthermore, the bottom of each vertical plate is connected with the top of the bottom plate in a sliding mode, each driving assembly comprises a stepping motor, a first gear and two first racks, each stepping motor is vertically arranged at the top of the bottom plate, each first gear is sleeved on the output end of each stepping motor, each first rack is fixedly arranged on the outer wall of one side, close to the stepping motor, of each vertical plate, the two first racks are connected with the first gears in a meshed mode, the second rack is fixedly arranged at one end, far away from the first rack, of the bottom of each vertical plate, the second gear is rotatably arranged at one end, far away from the first gear, of the bottom plate, the two second racks are connected with the second gears in a meshed mode, and the stepping motors are electrically connected with the controller.
Further, the jacking subassembly includes propelling movement cylinder, first roof and second roof are inserted respectively and are established on the lower half outer wall of two risers, are equipped with the groove of dodging that can supply first roof and second roof to go up and down on two risers respectively, the propelling movement cylinder is vertical the top of establishing at the bottom plate to the bottom fixed connection of its output and second roof, the one end that first roof is close to the second roof is the symmetry and is provided with two first inserted bars, the one end that first roof was kept away from to every first inserted bar is all fixed and is equipped with the anticreep post, and the one end that the second roof is close to first roof is the symmetry and is provided with two through-holes, and every through-hole all pegs graft with the anticreep post, and the flexible jack of first inserted bar can be supplied all seted up to the side of every through-hole, the propelling movement cylinder is connected with the controller electricity.
Further, every spacing subassembly all includes the fly leaf, mounting panel and two guide bars, and every mounting panel is all fixed to be established on the outer wall of a riser, and every fly leaf all slides and establishes on the mounting panel, and two guide bars are the symmetry and set up the top at the fly leaf, and every guide bar all pegs graft with the mounting panel to all the cover is equipped with spacing spring on the outer wall of every guide bar, and the top of mounting panel and fly leaf is contradicted with the both ends of every spacing spring respectively, and the top of every guide bar is all fixed and is equipped with the anticreep cover.
Further, every locking Assembly all includes fixed plate, connecting plate and a plurality of second inserted bar, and every connecting plate is all fixed to be equipped with the one end that the mounting panel was kept away from to a slide rail, the fixed plate is inserted through two bolts and is established the top at the riser, and the equidistant bottom one end of keeping away from the riser at the fixed plate that sets up of a plurality of second inserted bar to the bottom of every second inserted bar all pegs graft with the top of connecting plate.
Further, the inside of every slide rail all is equipped with a plurality of slider, all fixes being equipped with the telescopic link on every slider, the telescopic link includes interior pole and loop bar, the loop bar is fixed to be established on the outer wall of slider, interior pole is inserted and is established on the loop bar, all is equipped with the scale interval on the one end outer wall that every riser is close to the slide rail.
Further, every centre gripping subassembly all includes installation piece, fixed clamping jaw, removal clamping jaw and two expanding spring, the fixed one end of keeping away from the loop bar in pole is established to the installation piece, fixed clamping jaw and removal clamping jaw are the symmetry and set up on the one end outer wall of pole is kept away from in the installation piece, have seted up the spout on the inner wall of installation piece, the inside of spout is the symmetry and is provided with two gag lever posts, and the cover is equipped with the draw runner on the outer wall of two gag lever posts, draw runner and spout sliding connection, draw runner and removal clamping jaw fixed connection to every expanding spring all overlaps and establishes on the outer wall of a gag lever post, and the inner wall and the draw runner of spout are contradicted with every expanding spring's both ends respectively.
Furthermore, a pushing handle is fixedly arranged on the outer wall of one vertical plate, a damping sponge is sleeved on the outer wall of the pushing handle, a plurality of grabbing grooves are symmetrically formed in the outer wall of the damping sponge, and four universal wheels are symmetrically arranged at the bottom of the bottom plate.
Further, all be integrated into one piece on the outer wall of fixed clamping jaw and removal clamping jaw and be provided with the arc and close tight groove, trapezoidal draw-in groove has all been seted up on the inner wall that every arc closed tight groove.
A method for quickly binding and bundling reinforcing steel bars for buildings comprises the following steps:
s1: placing and clamping the steel bars:
will remove the clamping jaw to keeping away from the one end pulling of fixed clamping jaw through the manual work, make there is suitable clearance between fixed clamping jaw and the removal clamping jaw, this moment, because draw runner and removal clamping jaw fixed connection, two expanding spring receive the pressure of draw runner and tighten up, then put into the reinforcing bar vertically between the two, and the bottom that keeps the reinforcing bar and the top overlap joint of first roof or second roof, workman's loose hand after that, two expanding spring reset, thereby it resets to press from both sides the reinforcing bar to drive through the draw runner and remove the clamping jaw, the arc closes tight groove and makes things convenient for fixed clamping jaw and remove the clamping jaw and will close tightly the reinforcing bar outer wall, promote the centre gripping effect, trapezoidal draw-in groove then can make the reinforcing bar when carrying out longitudinal movement, can slide between removal clamping jaw and fixed clamping jaw, and when carrying out transverse movement, can drive the reinforcing bar displacement again.
S2: the horizontal installation of reinforcing bar's interval regulation:
when carrying out the spacing between installation of homonymy a plurality of reinforcing bar, through artifical pulling slider, thereby make the slider slide in the slide rail, because slider and telescopic link fixed connection, telescopic link and centre gripping subassembly fixed connection, thereby drive the reinforcing bar horizontal slip on the centre gripping subassembly, the scale interval makes things convenient for the workman to look over, reach the effect of the sliding distance of every reinforcing bar of accurate regulation, until satisfying the spacing between installation's the requirement of a plurality of reinforcing bar, compare in prior art, the sliding distance of every reinforcing bar can accurate independent control to this device, so that accomplish the regulation requirement of different mounting distances between every reinforcing bar according to the construction requirement, the practicality is stronger. Because the slide rail is spacing by locking Assembly, can't carry out the displacement, the design of telescopic link provides certain distance of stretching out for every centre gripping subassembly, when first roof and second roof drive a plurality of reinforcing bar at its top respectively to main reinforcing bar be close to promptly, the telescopic link can guarantee that every centre gripping subassembly stretches out one section distance to the one end that is close to main reinforcing bar to bundle with main reinforcing bar conveniently.
S3: pushing and bundling the device:
after the centre gripping subassembly was all put to the workman with all reinforcing bars, pushed this device to between two main reinforcing bars through pushing away the handle, building site road unevenness, vibrations that the shock attenuation sponge produced when being used for reducing this device propelling movement grab the groove and make things convenient for the hand gripping, promote the whole use of this device and feel.
Carry out the bundle of reinforcing bar when binding, start step motor through the controller, thereby it is rotatory to drive the gear on the output, because the bottom of every riser all with the top sliding connection of bottom plate, because every first rack all is close to step motor's one side outer wall fixed connection with a riser again, two first racks all are connected with first gear engagement, thereby drive two risers outwards and expand, slide to the outside both sides of bottom plate by the bottom plate top promptly, and then be close to with the main reinforcing bar of both sides separately through a plurality of centre gripping subassembly on two risers, then bind a bundle with the main reinforcing bar of both sides separately with a plurality of reinforcing bar by the manual steel wire that passes through of workman.
S4: longitudinal adjustment after clamping of the steel bars:
meet the condition of adjusting the mounting height of reinforcing bar according to the building site actual conditions temporarily, at first start the propelling movement cylinder through the controller, because the output and the second roof fixed connection of propelling movement cylinder, therefore it rises to drive the second roof, because first roof and second roof are pegged graft through two inserted bars again, thereby it rises in step to drive first roof through the second roof, and then drive a plurality of reinforcing bar at first roof and second roof top, namely the reinforcing bar of both sides rises in step, compared with the prior art, need not through artifical manual adjusting device, can reach the efficiency of quick adjustment a plurality of reinforcing bar mounting height, be favorable to promoting the bundling efficiency of reinforcing bar, can the mounting height of a plurality of reinforcing bar of both sides simultaneously synchronous adjustment, time is saved, the work efficiency is improved, and can be under the condition that a plurality of reinforcing bar have been centre gripping on the device, according to proruption, The mounting height of the reinforcing bar is required to be rapidly adjusted by actual construction such as temporary construction conditions, and the practicability and flexibility of the device are further improved.
In the in-process of the mounting height who carries out a plurality of reinforcing bar, the bottom of fly leaf contacts with the top of a plurality of reinforcing bar all the time, two spacing springs give the fly leaf flexible space, guarantee the not co-altitude regulation requirement of reinforcing bar, the mounting height that can guarantee a plurality of reinforcing bar simultaneously is adjusting the back that finishes, still can be in same height, can not have the height difference, be favorable to ensureing construction quality, two guide bars are used for guaranteeing flexible steady of fly leaf, play the guide effect, the mounting panel is used for installing two guide bars and provides the slip medium for the fly leaf.
S5: pushing out the device after the steel bars are bundled:
the universal wheel makes things convenient for the lapse of this device, simultaneously, after tying up a plurality of reinforcing bar and main reinforcing bar and tying up, conveniently releases this device through the universal wheel, labour saving and time saving.
The invention has the beneficial effects that:
1. according to the invention, through designing the jacking assembly, namely the pushing cylinder, the first top plate and the second top plate, the plurality of reinforcing steel bars on two sides can be quickly pushed upwards along the bottom of the jacking cylinder through the first top plate and the second top plate, compared with the prior art, the effect of quickly adjusting the mounting heights of the plurality of reinforcing steel bars can be achieved without a manual adjusting device, the bundling efficiency of the reinforcing steel bars is favorably improved, meanwhile, the mounting heights of the plurality of reinforcing steel bars on two sides can be synchronously adjusted, the time is saved, the working efficiency is improved, in addition, under the condition that the plurality of reinforcing steel bars are clamped on the device, the mounting heights of the reinforcing steel bars can be quickly adjusted according to actual construction requirements such as burst and temporary construction conditions, and the practicability and the flexibility of the device are further improved.
2. According to the invention, by designing the outward expanding mechanism, namely the driving assembly and the two vertical plates, when the steel bars and the main steel bars are bundled and the device is pushed between the two main steel bars, the two vertical plates can be driven by the driving assembly to rapidly slide outwards, so that the steel bars on two sides and the main steel bars on two sides are rapidly close to each other, manual participation is not required in the whole process, a large amount of time is saved, and the bundling efficiency is further improved.
3. According to the invention, by designing the limiting assemblies, namely the movable plate, the mounting plate and the two guide rods, in the process of mounting the installation heights of the plurality of reinforcing steel bars, the bottom of the movable plate is always in contact with the tops of the plurality of reinforcing steel bars, the two limiting springs provide telescopic spaces for the movable plate, the adjustment requirements of different heights of the reinforcing steel bars are met, the installation heights of the plurality of reinforcing steel bars can be guaranteed to be at the same height after being adjusted, no height difference exists, and the construction quality is favorably guaranteed.
4. According to the invention, through designing the sliding block, the scale value and the sliding rail, when the installation intervals of a plurality of steel bars on the same side are adjusted, the sliding block is pulled manually to slide in the sliding rail, and the sliding block is fixedly connected with the telescopic rod which is fixedly connected with the clamping assembly, so that the steel bars on the clamping assembly are driven to slide horizontally, the scale value is convenient for workers to check, and the effect of accurately adjusting the sliding distance of each steel bar is achieved until the requirements of the installation intervals of the plurality of steel bars are met.
5. According to the invention, the bottom plate, the four universal wheels and the push handle are designed, the bottom of the device is designed into a sliding structure, and compared with the prior art, the device is more labor-saving when pushed between two main reinforcing steel bars and pushed out after bundling is finished, so that the construction efficiency is improved.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings in the embodiments of the present invention are briefly described below.
FIG. 1 is a first perspective view of the present invention;
FIG. 2 is an enlarged view taken at A in FIG. 1;
FIG. 3 is a schematic perspective view of the present invention;
FIG. 4 is an enlarged view of FIG. 3 at B;
FIG. 5 is an enlarged view at C in FIG. 3;
FIG. 6 is a schematic plan view of the present invention;
FIG. 7 is an enlarged view of FIG. 6 at D;
FIG. 8 is a schematic perspective view of the slider, telescoping rod and clamping assembly of the present invention;
FIG. 9 is an enlarged view at E in FIG. 8;
in the figure: the device comprises a bottom plate 1, a second gear 10, a universal wheel 11, a controller 2, an outward expansion mechanism 3, a driving assembly 30, a stepping motor 300, a first gear 301, a first rack 302, a vertical plate 31, a second rack 310, a scale value 311, a pushing handle 312, a longitudinal adjusting mechanism 4, a jacking assembly 40, a pushing cylinder 400, a first top plate 401, a second top plate 402, a first inserted link 403, an anti-falling column 404, a limiting assembly 41, a movable plate 410, a mounting plate 411, a guide rod 412, a limiting spring, a transverse adjusting mechanism 5, a sliding rail 50, a sliding block 500, an expansion link 501, an inner rod 502, a loop bar 503, a locking assembly 51, a fixing plate 510, a connecting plate 511, a second inserted link 512, a clamping assembly 52, a mounting block 520, a fixing clamping jaw 521, a moving clamping jaw 522, an expansion spring 523 and a sliding strip 524.
Detailed Description
The technical scheme of the invention is further explained by the specific implementation mode in combination with the attached drawings.
Wherein the showings are for the purpose of illustration only and are shown by way of illustration only and not in actual form, and are not to be construed as limiting the present patent; to better illustrate the embodiments of the present invention, some components of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product.
Referring to fig. 1 to 9, the quick bundling device for reinforcing steel bars for buildings comprises a bottom plate 1, a controller 2, an outward expanding mechanism 3, a longitudinal adjusting mechanism 4 and a transverse adjusting mechanism 5, wherein the outward expanding mechanism 3 is arranged at the top of the bottom plate 1 for bundling the reinforcing steel bars, the outward expanding mechanism 3 comprises a driving assembly 30 and two vertical plates 31, the two vertical plates 31 are symmetrically arranged at the top of the bottom plate 1, the controller 2 is fixedly arranged on the outer wall of one vertical plate 31, the driving assembly 30 is arranged at the top of the bottom plate 1, the longitudinal adjusting mechanism 4 is arranged at the top of the bottom plate 1 for adjusting the installation height of the reinforcing steel bars, the longitudinal adjusting mechanism 4 comprises a jacking assembly 40 and two limiting assemblies 41, the jacking assembly 40 is arranged at the top of the base, each limiting assembly 41 is arranged on the outer wall of the top of one vertical plate 31, the transverse adjusting mechanism 5 is arranged on the outer wall of the vertical plate 31 for adjusting the installation distance of the reinforcing steel bars, the transverse adjusting mechanism 5 comprises two slide rails 50, two locking assemblies 51 and a plurality of clamping assemblies 52, each slide rail 50 is inserted into the inner wall of one vertical plate 31, each locking assembly 51 is arranged at the top of one vertical plate 31, the plurality of clamping assemblies 52 are arranged inside the two slide rails 50 in a sliding manner, and the driving assembly 30, the jacking assembly 40 and the controller 2 are electrically connected.
The bottom of each vertical plate 31 is slidably connected with the top of the bottom plate 1, the driving assembly 30 includes a stepping motor 300, a first gear 301 and two first racks 302, the stepping motor 300 is vertically arranged on the top of the bottom plate 1, the first gear 301 is sleeved on the output end of the stepping motor 300, each first rack 302 is fixedly arranged on the outer wall of one side of one vertical plate 31 close to the stepping motor 300, the two first racks 302 are engaged with the first gear 301, one end of the bottom of each vertical plate 31 far away from the first rack 302 is fixedly provided with a second rack 310, one end of the bottom plate 1 far away from the first gear 301 is rotatably provided with a second gear 10, the two second racks 310 are engaged with the second gear 10, the stepping motor 300 is electrically connected with the controller 2, when the steel bars are bundled, the stepping motor 300 is started by the controller 2 to drive the gear on the output end to rotate, because the bottom of every riser 31 all with bottom plate 1's top sliding connection, again because every first rack 302 all is close to one side outer wall fixed connection of step motor 300 with a riser 31, two first racks 302 all are connected with the meshing of first gear 301, thereby drive two risers 31 and expand outward, slide to the outside both sides of bottom plate 1 by bottom plate 1 top promptly, and then drive a plurality of reinforcing bar of both sides through a plurality of clamping component 52 on two risers 31 and be close to with the main reinforcing bar of both sides separately, then prick the bundle with the main reinforcing bar of both sides separately through the steel wire by the workman is manual.
The jacking assembly 40 comprises a pushing cylinder 400, a first top plate 401 and a second top plate 402, the first top plate 401 and the second top plate 402 are respectively inserted on the outer walls of the lower half parts of the two vertical plates 31, the two vertical plates 31 are respectively provided with an avoiding groove for the first top plate 401 and the second top plate 402 to lift, the pushing cylinder 400 is vertically arranged on the top of the bottom plate 1, the output end of the pushing cylinder 400 is fixedly connected with the bottom of the second top plate 402, one end of the first top plate 401 close to the second top plate 402 is symmetrically provided with two first inserting rods 403, one end of each first inserting rod 403 far away from the first top plate 401 is fixedly provided with an anti-falling column 404, one end of the second top plate 402 close to the first top plate 401 is symmetrically provided with two through holes, each through hole is inserted with the anti-falling column 404, the side of each through hole is provided with a jack for the first inserting rod 403 to stretch, the pushing cylinder 400 is electrically connected with the controller 2, when the situation that the installation height of the reinforcing steel bars is temporarily adjusted according to the actual situation of a construction site is met, the controller 2 starts the push cylinder 400, the output end of the push cylinder 400 is fixedly connected with the second top plate 402, so that the second top plate 402 is driven to ascend, and the first top plate 401 and the second top plate 402 are connected through the two insertion rods in an inserting mode, so that the first top plate 401 is driven to ascend synchronously through the second top plate 402, and further a plurality of reinforcing steel bars at the tops of the first top plate 401 and the second top plate 402 are driven, namely the reinforcing steel bars at two sides ascend synchronously, compared with the prior art, the effect of quickly adjusting the installation heights of the plurality of reinforcing steel bars can be achieved without a manual adjusting device, the bundling efficiency of the reinforcing steel bars is improved, the installation heights of the plurality of reinforcing steel bars at two sides can be synchronously adjusted, the time is saved, the working efficiency is improved, and under the condition that the plurality of reinforcing steel bars are clamped on the device, according to actual construction requirements such as proruption, interim construction conditions quick adjustment reinforcing bar's mounting height, the practicality and the flexibility of this device have further been promoted.
Each limiting component 41 comprises a movable plate 410, a mounting plate 411 and two guide rods 412, each mounting plate 411 is fixedly arranged on the outer wall of one vertical plate 31, each movable plate 410 is arranged on the mounting plate 411 in a sliding manner, the two guide rods 412 are symmetrically arranged on the top of the movable plate 410, each guide rod 412 is inserted into the mounting plate 411, a limiting spring 413 is sleeved on the outer wall of each guide rod 412, the tops of the mounting plate 411 and the movable plate 410 are respectively abutted against two ends of each limiting spring 413, an anti-falling sleeve is fixedly arranged on the top of each guide rod 412, during the process of mounting heights of a plurality of reinforcing steel bars, the bottom of the movable plate 410 is always contacted with the tops of the plurality of reinforcing steel bars, the two limiting springs 413 give telescopic spaces to the movable plate 410, the adjusting requirements of different heights of the reinforcing steel bars are guaranteed, and meanwhile, after the mounting heights of the plurality of the reinforcing steel bars are adjusted, the movable plate 410 still can be located at the same height, height difference does not exist, construction quality is guaranteed, the two guide rods 412 are used for guaranteeing the stable stretching of the movable plate 410 and play a role in guiding, and the mounting plate 411 is used for mounting the two guide rods 412 and providing sliding media for the movable plate 410.
Each locking assembly 51 comprises a fixed plate 510, a connecting plate 511 and a plurality of second inserting rods 512, each connecting plate 511 is fixedly provided with one end of one sliding rail 50 far away from the mounting plate 411, the fixed plate 510 is inserted on the top of the vertical plate 31 through two bolts, the plurality of second inserting rods 512 are arranged on one end of the fixed plate 510 far away from the bottom of the vertical plate 31 at equal intervals, the bottom of each second inserting rod 512 is inserted with the top of the connecting plate 511, when the sliding rail 50 is mounted, the sliding rail is firstly inserted on the inner wall of the vertical plate 31, the plurality of second inserting rods 512 are tightly inserted with the top of the connecting plate 511 until the fixed plate 510 is inserted with the top of the vertical plate 31, because the sliding rail 50 is fixedly connected with the connecting plate 511, when the plurality of second inserting rods 512 are inserted with the connecting plate 511, the sliding rail 50 is limited to prevent the sliding rail from falling off the vertical plate 31, through the design of the locking assembly 51, the slide rail 50 can be conveniently disassembled and assembled, and is also convenient to replace when damaged.
The slide rails 50 are internally provided with a plurality of slide blocks 500, each slide block 500 is fixedly provided with an expansion link 501, each expansion link 501 comprises an inner rod 502 and a loop bar 503, the loop bar 503 is fixedly arranged on the outer wall of the slide block 500, the inner rod 502 is inserted on the loop bar 503, the outer wall of one end of each vertical plate 31 close to the slide rail 50 is provided with a scale value 311, when the installation intervals of a plurality of steel bars on the same side are adjusted, the slide blocks 500 are pulled manually to slide in the slide rails 50, because the slide blocks 500 are fixedly connected with the expansion links 501, the expansion links 501 are fixedly connected with the clamping assemblies 52, so that the steel bars on the clamping assemblies 52 are driven to slide horizontally, the scale values 311 are convenient for workers to check, the effect of accurately adjusting the sliding distance of each steel bar is achieved, until the requirements of the installation intervals of a plurality of steel bars are met, compared with the prior art, the device can accurately and independently adjust the sliding distance of each steel bar, so as to accomplish the regulation requirement of different installation spacing between every reinforcing bar according to the construction requirement, the practicality is stronger. Because slide rail 50 is spacing by locking Assembly 51, can't carry out the displacement, the design of telescopic link 501 provides certain distance of stretching out for every centre gripping subassembly 52, when first roof 401 and second roof 402 drive a plurality of reinforcing bar at its top respectively to main reinforcing bar be close to promptly, telescopic link 501 can guarantee that every centre gripping subassembly 52 stretches out one section distance to the one end that is close to main reinforcing bar to conveniently bundle with main reinforcing bar.
Each clamping component 52 comprises an installation block 520, a fixed clamping jaw 521, a movable clamping jaw 522 and two telescopic springs 523, the installation block 520 is fixedly arranged at one end of the inner rod 502 far away from the loop bar 503, the fixed clamping jaw 521 and the movable clamping jaw 522 are symmetrically arranged on the outer wall of one end of the installation block 520 far away from the inner rod 502, sliding grooves are formed in the inner wall of the installation block 520, two limiting rods are symmetrically arranged in the sliding grooves, sliding strips 524 are sleeved on the outer walls of the two limiting rods, the sliding strips 524 are in sliding connection with the sliding grooves, the sliding strips 524 are fixedly connected with the movable clamping jaw 522, each telescopic spring 523 is sleeved on the outer wall of one limiting rod, the inner wall of each sliding groove and the sliding strips 524 are respectively abutted against two ends of each telescopic spring 523, when the bundling work of reinforcing steel bars is carried out, the movable clamping jaw 522 is firstly pulled towards one end far away from the fixed clamping jaw 521 manually, so that a proper gap exists between the fixed clamping jaw 521 and the movable clamping jaw 522, at this time, because the slide bar 524 is fixedly connected with the movable clamping jaw 522, the two telescopic springs 523 are tightened by the pressure of the slide bar 524, then the steel bar is vertically placed between the slide bar 524 and the movable clamping jaw 522, the bottom end of the steel bar is kept in lap joint with the top of the first top plate 401 or the top of the second top plate 402, then the worker loosens his hands, the two telescopic springs 523 are reset, and the slide bar 524 drives the movable clamping jaw 522 to reset so as to clamp the steel bar.
The fixed pushing handle 312 that is equipped with on the outer wall of one of them riser 31, it is equipped with the shock attenuation sponge to push away to overlap on the outer wall of 312, it grabs the groove to be provided with a plurality of to be the symmetry on the outer wall of shock attenuation sponge, the bottom of bottom plate 1 is the symmetry and is provided with four universal wheels 11, after the workman all put clamping component 52 with all reinforcing bars on, push away 312 with this device between two main reinforcing bars, building site road unevenness, the shock attenuation sponge is used for reducing the vibrations that produce when this device propelling movement, it makes things convenient for the manual gripping to grab the groove, promote the whole user feel of this device, universal wheel 11 makes things convenient for the lapse of this device, simultaneously, after tying up a plurality of reinforcing bar and main reinforcing bar, conveniently release this device through universal wheel 11, labour saving and time saving.
All be integrated into one piece on fixed clamping jaw 521 and the outer wall of removal clamping jaw 522 and be provided with the arc and close tight groove, trapezoidal draw-in groove has all been seted up on the inner wall that every arc closed tight groove, the arc closes tight groove and makes things convenient for fixed clamping jaw 521 and removal clamping jaw 522 to close tightly to the reinforcing bar outer wall, promotes the centre gripping effect, trapezoidal draw-in groove then can make the reinforcing bar when carrying out longitudinal motion, can slide between removal clamping jaw 522 and fixed clamping jaw 521, and when carrying out lateral motion, can drive the reinforcing bar displacement again.
A method for quickly binding and bundling reinforcing steel bars for buildings comprises the following steps:
s1: placing and clamping the steel bars:
move clamping jaw 522 to keeping away from the one end pulling of fixed clamping jaw 521 through the manual work, make there is suitable clearance between fixed clamping jaw 521 and the removal clamping jaw 522, at this moment, because draw runner 524 and removal clamping jaw 522 fixed connection, two expanding spring 523 receive the pressure of draw runner 524 to tighten up, then put into the reinforcing bar vertically between the two, and the bottom that keeps the reinforcing bar and the top overlap joint of first roof 401 or second roof 402, the workman is loose, two expanding spring 523 reset, thereby drive removal clamping jaw 522 through draw runner 524 and reset and press from both sides the reinforcing bar tightly, the arc closes tight groove and makes things convenient for fixed clamping jaw 521 and removal clamping jaw 522 to close tightly the reinforcing bar outer wall, promote the clamping effect, trapezoidal draw-in groove then can make the reinforcing bar when carrying out longitudinal motion, can slide between removal clamping jaw 521 and fixed clamping jaw 521, and when carrying out transverse motion, can drive the reinforcing bar displacement again.
S2: the horizontal installation of reinforcing bar's interval regulation:
when carrying out the adjustment of the erection space of homonymy a plurality of reinforcing bar, through artifical pulling slider 500, thereby make slider 500 slide in slide rail 50, because slider 500 and telescopic link 501 fixed connection, telescopic link 501 and centre gripping subassembly 52 fixed connection, thereby drive the reinforcing bar horizontal slip on the centre gripping subassembly 52, scale interval 311 makes things convenient for the workman to look over, reach the effect of the sliding distance of every reinforcing bar of accurate regulation, until satisfying the requirement of the erection space of a plurality of reinforcing bar, compare in prior art, the sliding distance of every reinforcing bar can accurate independent control to this device, so that accomplish the regulation requirement of different erection space between every reinforcing bar according to the construction requirement, the practicality is stronger. Because slide rail 50 is spacing by locking Assembly 51, can't carry out the displacement, the design of telescopic link 501 provides certain distance of stretching out for every centre gripping subassembly 52, when first roof 401 and second roof 402 drive a plurality of reinforcing bar at its top respectively to main reinforcing bar be close to promptly, telescopic link 501 can guarantee that every centre gripping subassembly 52 stretches out one section distance to the one end that is close to main reinforcing bar to conveniently bundle with main reinforcing bar.
S3: pushing and bundling the device:
after a worker puts all the steel bars on the clamping components 52, the device is pushed between two main steel bars through the pushing handle 312, the road of a construction site is uneven, the damping sponge is used for reducing vibration generated when the device is pushed, the grabbing groove is convenient for the human hand to grab, the whole use feeling of the device is improved, then the stepping motor 300 is started through the controller 2, so as to drive the gear on the output end to rotate, because the bottom of each vertical plate 31 is in sliding connection with the top of the bottom plate 1, and because each first rack 302 is fixedly connected with the outer wall of one side of the vertical plate 31 close to the stepping motor 300, the two first racks 302 are in meshing connection with the first gear 301, so as to drive the two vertical plates 31 to expand outwards, namely slide from the top of the bottom plate 1 to the two outer sides of the bottom plate 1, and further drive a plurality of steel bars on two sides to be respectively close to the main steel bars on two sides through a plurality of the clamping components 52 on the two vertical plates 31, then, a plurality of steel bars are respectively bundled with the main steel bars on two sides through steel wires by workers.
S4: longitudinal adjustment after clamping of the steel bars:
when the situation that the installation height of the reinforcing steel bars is temporarily adjusted according to the actual situation of a construction site is met, the controller 2 starts the push cylinder 400, the output end of the push cylinder 400 is fixedly connected with the second top plate 402, so that the second top plate 402 is driven to ascend, and the first top plate 401 and the second top plate 402 are connected through the two insertion rods in an inserting mode, so that the first top plate 401 is driven to ascend synchronously through the second top plate 402, and further a plurality of reinforcing steel bars at the tops of the first top plate 401 and the second top plate 402 are driven, namely the reinforcing steel bars at two sides ascend synchronously, compared with the prior art, the effect of quickly adjusting the installation heights of the plurality of reinforcing steel bars can be achieved without a manual adjusting device, the bundling efficiency of the reinforcing steel bars is improved, the installation heights of the plurality of reinforcing steel bars at two sides can be synchronously adjusted, the time is saved, the working efficiency is improved, and under the condition that the plurality of reinforcing steel bars are clamped on the device, according to actual construction requirements such as proruption, interim construction conditions quick adjustment reinforcing bar's mounting height, the practicality and the flexibility of this device have further been promoted.
In the in-process of the mounting height who carries out a plurality of reinforcing bar, the bottom of fly leaf 410 contacts with the top of a plurality of reinforcing bar all the time, two spacing springs 413 give fly leaf 410 flexible space, guarantee the not co-altitude regulation requirement of reinforcing bar, can guarantee the mounting height of a plurality of reinforcing bar simultaneously and accomplish the back in the regulation, still can be in same height, there can not be the height difference, be favorable to ensureing construction quality, two guide bars 412 are used for guaranteeing flexible steady of fly leaf 410, play the guide effect, mounting panel 411 is used for installing two guide bars 412 and provides the slip medium for fly leaf 410.
S5: pushing out the device after the steel bars are bundled:
the universal wheel 11 make things convenient for the lapse of this device, simultaneously, after tying up a plurality of reinforcing bar and main reinforcing bar, conveniently release this device through universal wheel 11, labour saving and time saving.
The working principle of the invention is as follows:
when the steel bar is bundled, the movable clamping jaw 522 is firstly pulled to one end far away from the fixed clamping jaw 521 by manpower, so that a proper gap exists between the fixed clamping jaw 521 and the movable clamping jaw 522, and at this time, since the slide bar 524 is fixedly connected with the movable jaw 522, the two telescopic springs 523 are tightened by the pressure of the slide bar 524, then, the reinforcing bars are vertically inserted therebetween, and the bottom ends of the reinforcing bars are kept to be overlapped with the top of the first top plate 401 or the second top plate 402, then, the worker loosens his hand, the two extension springs 523 reset, so that the slide bar 524 drives the movable clamping jaw 522 to reset to clamp the steel bar, the arc-shaped clamping groove facilitates the fixed clamping jaw 521 and the movable clamping jaw 522 to clamp the outer wall of the steel bar tightly, the clamping effect is improved, and the trapezoidal clamping groove enables the steel bar to move longitudinally, can slide between the movable clamping jaw 522 and the fixed clamping jaw 521, and can drive the steel bar to move when moving transversely.
When carrying out the adjustment of the erection space of homonymy a plurality of reinforcing bar, through artifical pulling slider 500, thereby make slider 500 slide in slide rail 50, because slider 500 and telescopic link 501 fixed connection, telescopic link 501 and centre gripping subassembly 52 fixed connection, thereby drive the reinforcing bar horizontal slip on the centre gripping subassembly 52, scale interval 311 makes things convenient for the workman to look over, reach the effect of the sliding distance of every reinforcing bar of accurate regulation, until satisfying the requirement of the erection space of a plurality of reinforcing bar, compare in prior art, the sliding distance of every reinforcing bar can accurate independent control to this device, so that accomplish the regulation requirement of different erection space between every reinforcing bar according to the construction requirement, the practicality is stronger. Because slide rail 50 is spacing by locking Assembly 51, can't carry out the displacement, the design of telescopic link 501 provides certain distance of stretching out for every centre gripping subassembly 52, when first roof 401 and second roof 402 drive a plurality of reinforcing bar at its top respectively to main reinforcing bar be close to promptly, telescopic link 501 can guarantee that every centre gripping subassembly 52 stretches out one section distance to the one end that is close to main reinforcing bar to conveniently bundle with main reinforcing bar.
After the workman all put clamping component 52 with all reinforcing bars on, through pushing away 312 with this device between two main reinforcement, building site road unevenness, the vibrations that produce when the shock attenuation sponge is used for reducing this device propelling movement hold the groove and make things convenient for the hand gripping, promote the whole use of this device and feel.
When the device pushes between two main reinforcing bars, through controller 2 start-up step motor 300, thereby drive the gear rotation on its output, because the bottom of every riser 31 all with bottom plate 1's top sliding connection, because every first rack 302 all is close to one side outer wall fixed connection of step motor 300 with a riser 31 again, two first racks 302 all are connected with first gear 301 meshing, thereby drive two risers 31 and expand outward, slide to the outside both sides of bottom plate 1 by bottom plate 1 top promptly, and then it is close to with the main reinforcing bar of both sides separately to drive a plurality of reinforcing bar of both sides through a plurality of centre gripping subassembly 52 on two risers 31, then bundle a plurality of reinforcing bar with the main reinforcing bar of both sides separately through the steel wire by the workman is manual.
When the situation that the installation height of the reinforcing steel bars is temporarily adjusted according to the actual situation of a construction site is met, the controller 2 starts the push cylinder 400, the output end of the push cylinder 400 is fixedly connected with the second top plate 402, so that the second top plate 402 is driven to ascend, and the first top plate 401 and the second top plate 402 are connected through the two insertion rods in an inserting mode, so that the first top plate 401 is driven to ascend synchronously through the second top plate 402, and further a plurality of reinforcing steel bars at the tops of the first top plate 401 and the second top plate 402 are driven, namely the reinforcing steel bars at two sides ascend synchronously, compared with the prior art, the effect of quickly adjusting the installation heights of the plurality of reinforcing steel bars can be achieved without a manual adjusting device, the bundling efficiency of the reinforcing steel bars is improved, the installation heights of the plurality of reinforcing steel bars at two sides can be synchronously adjusted, the time is saved, the working efficiency is improved, and under the condition that the plurality of reinforcing steel bars are clamped on the device, according to actual construction requirements such as proruption, interim construction conditions quick adjustment reinforcing bar's mounting height, the practicality and the flexibility of this device have further been promoted.
In the in-process of the mounting height who carries out a plurality of reinforcing bar, the bottom of fly leaf 410 contacts with the top of a plurality of reinforcing bar all the time, two spacing springs 413 give fly leaf 410 flexible space, guarantee the not co-altitude regulation requirement of reinforcing bar, can guarantee the mounting height of a plurality of reinforcing bar simultaneously and accomplish the back in the regulation, still can be in same height, there can not be the height difference, be favorable to ensureing construction quality, two guide bars 412 are used for guaranteeing flexible steady of fly leaf 410, play the guide effect, mounting panel 411 is used for installing two guide bars 412 and provides the slip medium for fly leaf 410.
The universal wheel 11 make things convenient for the lapse of this device, simultaneously, after tying up a plurality of reinforcing bar and main reinforcing bar, conveniently release this device through universal wheel 11, labour saving and time saving.
Claims (6)
1. The utility model provides a device is tied fast to reinforcing bar for building, includes bottom plate (1), its characterized in that: the steel bar binding machine is characterized by further comprising a controller (2), an outer expanding mechanism (3), a longitudinal adjusting mechanism (4) and a transverse adjusting mechanism (5), wherein the outer expanding mechanism (3) is arranged at the top of the bottom plate (1) and used for binding steel bars, the outer expanding mechanism (3) comprises a driving assembly (30) and two vertical plates (31), the two vertical plates (31) are symmetrically arranged at the top of the bottom plate (1), the controller (2) is fixedly arranged on the outer wall of one vertical plate (31), the driving assembly (30) is arranged at the top of the bottom plate (1), the longitudinal adjusting mechanism (4) is arranged at the top of the bottom plate (1) and used for adjusting the installation height of the steel bars, the longitudinal adjusting mechanism (4) comprises a jacking assembly (40) and two limiting assemblies (41), the jacking assembly (40) is arranged at the top of the base, and each limiting assembly (41) is arranged on the outer wall of the top of one vertical plate (31), the transverse adjusting mechanism (5) is arranged on the outer wall of the vertical plate (31) and used for adjusting the installation distance of the steel bars, the transverse adjusting mechanism (5) comprises two sliding rails (50), two locking assemblies (51) and a plurality of clamping assemblies (52), each sliding rail (50) is inserted into the inner wall of one vertical plate (31), each locking assembly (51) is arranged at the top of one vertical plate (31), the plurality of clamping assemblies (52) are arranged inside the two sliding rails (50) in a sliding mode, and the driving assembly (30) and the jacking assembly (40) are electrically connected with the controller (2); the bottom of each vertical plate (31) is connected with the top of the bottom plate (1) in a sliding manner, the driving assembly (30) comprises a stepping motor (300), a first gear (301) and two first racks (302), the stepping motor (300) is vertically arranged at the top of the bottom plate (1), the first gears (301) are sleeved on the output end of the stepping motor (300), each first rack (302) is fixedly arranged on the outer wall of one side of one vertical plate (31) close to the stepping motor (300), the two first racks (302) are meshed with the first gear (301), one end of the bottom of each vertical plate (31) far away from the first rack (302) is fixedly provided with a second rack (310), one end of the bottom plate (1) far away from the first gear (301) is rotatably provided with a second gear (10), and the two second racks (310) are meshed with the second gear (10), the stepping motor (300) is electrically connected with the controller (2); the jacking assembly (40) comprises a pushing cylinder (400), a first top plate (401) and a second top plate (402), the first top plate (401) and the second top plate (402) are respectively inserted on the outer walls of the lower half parts of the two vertical plates (31), the two vertical plates (31) are respectively provided with a dodging groove for lifting the first top plate (401) and the second top plate (402), the pushing cylinder (400) is vertically arranged on the top of the bottom plate (1), the output end of the pushing cylinder is fixedly connected with the bottom of the second top plate (402), one end of the first top plate (401) close to the second top plate (402) is symmetrically provided with two first inserting rods (403), one end of each first inserting rod (403) far away from the first top plate (401) is fixedly provided with an anti-falling column (404), one end of the second top plate (402) close to the first top plate (401) is symmetrically provided with two through holes, and each through hole is inserted with the anti-falling column (404), jacks for the first insertion rods (403) to stretch are formed in the sides of the through holes, and the pushing cylinder (400) is electrically connected with the controller (2); every spacing subassembly (41) all includes fly leaf (410), mounting panel (411) and two guide bar (412), every mounting panel (411) is all fixed to be established on the outer wall of a riser (31), every fly leaf (410) all slides and establishes on mounting panel (411), two guide bar (412) are the symmetry and set up the top at fly leaf (410), every guide bar (412) all pegs graft with mounting panel (411), and all overlap on the outer wall of every guide bar (412) and be equipped with spacing spring (413), the top of mounting panel (411) and fly leaf (410) is contradicted with the both ends of every spacing spring (413) respectively, the top of every guide bar (412) is all fixed and is equipped with the anticreep cover.
2. The quick binding device for the construction reinforcing steel bar according to claim 1, wherein: every locking Assembly (51) all includes fixed plate (510), connecting plate (511) and a plurality of second inserted bar (512), and every connecting plate (511) all fixes the one end that is equipped with a slide rail (50) and keeps away from mounting panel (411), fixed plate (510) are inserted through two bolts and are established the top at riser (31), and the equidistant bottom one end of keeping away from riser (31) at fixed plate (510) that sets up of a plurality of second inserted bar (512) to the bottom of every second inserted bar (512) all is pegged graft with the top of connecting plate (511).
3. The quick binding device for the construction reinforcing steel bar according to claim 2, wherein: the inside of every slide rail (50) all is equipped with a plurality of slider (500), all fixes being equipped with telescopic link (501) on every slider (500), telescopic link (501) are including interior pole (502) and loop bar (503), loop bar (503) are fixed to be established on the outer wall of slider (500), interior pole (502) are inserted and are established on loop bar (503), all are equipped with scale interval (311) on every riser (31) are close to one end outer wall of slide rail (50).
4. The quick binding device for the construction reinforcing steel bar according to claim 3, wherein: each clamping assembly (52) comprises a mounting block (520), a fixed clamping jaw (521), a movable clamping jaw (522) and two telescopic springs (523), the mounting block (520) is fixedly arranged at one end of the inner rod (502) far away from the loop bar (503), the fixed clamping jaw (521) and the movable clamping jaw (522) are symmetrically arranged on the outer wall of one end of the mounting block (520) far away from the inner rod (502), the inner wall of the mounting block (520) is provided with a sliding groove, two limiting rods are symmetrically arranged inside the sliding chute, sliding strips (524) are sleeved on the outer walls of the two limiting rods, the sliding strip (524) is connected with the sliding groove in a sliding way, the sliding strip (524) is fixedly connected with the movable clamping jaw (522), and each telescopic spring (523) is sleeved on the outer wall of one limiting rod, and the inner wall of the sliding groove and the sliding strip (524) are respectively abutted against the two ends of each telescopic spring (523).
5. The quick binding device for the construction reinforcing steel bar according to claim 4, wherein: the outer wall of one of the vertical plates (31) is fixedly provided with a push handle (312), the outer wall of the push handle (312) is sleeved with a damping sponge, the outer wall of the damping sponge is symmetrically provided with a plurality of grabbing grooves, and the bottom of the bottom plate (1) is symmetrically provided with four universal wheels (11).
6. The quick binding device for the construction reinforcing steel bar according to claim 5, wherein: all be integrated into one piece on the outer wall of fixed clamping jaw (521) and removal clamping jaw (522) and be provided with the arc and close tight groove, trapezoidal draw-in groove has all been seted up on the inner wall that every arc closed tight groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011369017.6A CN112412051B (en) | 2020-11-30 | 2020-11-30 | Quick bundle of device of reinforcing bar for building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011369017.6A CN112412051B (en) | 2020-11-30 | 2020-11-30 | Quick bundle of device of reinforcing bar for building |
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| CN112412051A CN112412051A (en) | 2021-02-26 |
| CN112412051B true CN112412051B (en) | 2022-01-28 |
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| CN202011369017.6A Expired - Fee Related CN112412051B (en) | 2020-11-30 | 2020-11-30 | Quick bundle of device of reinforcing bar for building |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN114086769B (en) * | 2021-11-16 | 2022-11-22 | 北京好运达智创科技有限公司 | Position adjustable reinforcement device |
| CN114109047B (en) * | 2021-11-18 | 2024-01-02 | 深圳市恒润达建设工程有限公司 | Reinforcing bar positioning equipment for construction of building roof beam |
| CN115890903B (en) * | 2022-12-28 | 2024-05-07 | 中煤第三建设（集团）有限责任公司 | Lower chord rib beam steel bar fixing equipment |
Family Cites Families (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100346961B1 (en) * | 1999-10-29 | 2002-07-31 | 박의식 | Wire binding a machine |
| KR20060004535A (en) * | 2004-07-09 | 2006-01-12 | 재단법인 포항산업과학연구원 | Trailer for light gauge steel wall panel and truss |
| JP2006138073A (en) * | 2004-11-10 | 2006-06-01 | Kyushu Tessen Kogyo:Kk | Reinforcement binding wire manufacturing method and its device |
| EP2894255B1 (en) * | 2013-12-02 | 2017-02-01 | Omniplast | Adjustable universal joint clip system for screed guide and method of installation of the same |
| KR101518248B1 (en) * | 2014-11-10 | 2015-05-12 | 주식회사 동광 | Jig device for the production of construction lift mast |
| CN207414235U (en) * | 2017-07-30 | 2018-05-29 | 北京金元建筑装饰工程有限公司 | A kind of building bar cutting machine easy to use |
| CN207776455U (en) * | 2018-01-22 | 2018-08-28 | 甘肃建筑职业技术学院 | A kind of assembled architecture foundation pole rib precise positioning tool |
| CN208168156U (en) * | 2018-03-27 | 2018-11-30 | 湖北楚雄建筑工程有限公司 | A kind of bar reinforcement positioning device of construction |
| CN109436415A (en) * | 2018-10-12 | 2019-03-08 | 廖鑫 | A kind of building iron knot installation |
| CN109853950A (en) * | 2019-04-07 | 2019-06-07 | 正太集团有限公司 | A kind of building trade form clamp |
| CN211037863U (en) * | 2019-10-16 | 2020-07-17 | 赵伟 | Construction steel bar location structure |
| CN110886494A (en) * | 2019-11-29 | 2020-03-17 | 常州工学院 | Steel bar positioning device for civil engineering |
| CN110965786B (en) * | 2019-12-31 | 2024-01-16 | 广西建工第五建筑工程集团有限公司 | Building conversion layer reinforcing bar positioner |
| CN211597771U (en) * | 2020-01-19 | 2020-09-29 | 湖北君尚建设有限公司 | Column hoop reinforcement appurtenance for housing construction |
| CN111305578B (en) * | 2020-03-04 | 2020-09-04 | 宜昌明泰建筑工程有限公司 | Reinforcing bar location sectional fixture for house building |
| CN111734147B (en) * | 2020-06-24 | 2021-07-02 | 滁州学院 | Three-dimensional reinforcing bar rack preparation auxiliary device |
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2020
- 2020-11-30 CN CN202011369017.6A patent/CN112412051B/en not_active Expired - Fee Related
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