CN207988492U - A kind of strip Quick Release support system for beam - Google Patents

A kind of strip Quick Release support system for beam Download PDF

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Publication number
CN207988492U
CN207988492U CN201820068965.8U CN201820068965U CN207988492U CN 207988492 U CN207988492 U CN 207988492U CN 201820068965 U CN201820068965 U CN 201820068965U CN 207988492 U CN207988492 U CN 207988492U
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support
plate
steel pipe
stupefied
component
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付志红
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Guangzhou Kuaiyi Template Engineering Co ltd
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Guangzhou Kuaiyi Template Engineering Co ltd
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Abstract

The utility model is related to a kind of strip Quick Release support systems for beam.It includes beam bottom mother plate and is respectively arranged at the side template of beam bottom mother plate both sides;It is stupefied equipped with the reinforcing master for being used to support beam bottom mother plate below beam bottom mother plate;The reinforcing time being equipped on the outside of two side templates for clamping beam bottom mother plate side and side template is stupefied;Reinforcing main stupefied lower section main stupefied bracing reinforcement connection component is reinforced equipped with multiple be used to support;The floor steel pipe support component being connected with the first fastener, the second fastener is respectively arranged at the both ends of each bracing reinforcement connection component;The beam bottom steel pipe support component being connected with the first screw rod is provided with below the middle part of each bracing reinforcement connection component.The utility model can be very good to ensure that the load on concrete top can not concentrate too much on the load on top is a little allowed to be dispersed within the scope of entire strip, has prevented the risk that concrete generates cracking and sinks, ensure that the quality and safety of concrete.

Description

A kind of strip Quick Release support system for beam
Technical field
The utility model is related to architectural engineering correlative technology fields, concretely relate to a kind of strip Quick Release for beam Support system.
Background technology
Currently, in construction, when casting the concrete components such as beam body at the scene, template, flitch, round steel are mostly used Pipe, conventional steel support etc. assemble.But due to technology restriction, plank sheathing lower section needs placement flitch to carry out reinforcing branch Support is to use steel pipe or flitch stupefied as leading on two rows of steel pipe supports, is then disposed across and is led on stupefied with flitch again, finally in wood Beam bottom mother plate is placed in side.
This mode support degree when beam is excessive is difficult not enough when controlling the straightness of beam bottom mother plate and out-of-flatness occur It is difficult to carry out calibration.
In addition, since side template needs to reinforce by additional flitch and steel pipe, lead to traditional beam die plate reinforcing and support Mode is cumbersome and unreliable.And template is reinforced using flitch and round steel pipe, since its rigidity, intensity are poor, is easily gone out The problems such as existing template deformation, to influence entire concrete quality.
In addition, side template and reinforcement material cannot be removed before not removing steel pipe support and be used in turn, so as to cause It is serious that template by concrete high temperature is influenced aging so that template has enough to meet the need low one times of utilization rate or more;
In form removal, since side template is to be fixed on beam bottom mother plate by iron nail, and by following closely flitch in mould It is reinforced on plate, needs first to remove steel pipe support along with beam bottom mother plate is followed closely on flitch, when form removal, at this time It removes beam bottom flitch and will appear a part of dismounting, a part is hanging extremely easy to drop, causes low construction efficiency, flitch damaged template tight Weight, and security risk easily occurs.
Dotted supporting way is arranged frequently in beam bottom after beam forms Quick Release in market simultaneously, and the Load concentration on top is propping up At support point, lead to regional area overstress, easily cause concrete cracking and sinking etc. seriously affect concrete quality with The problem of safety occurs.
Utility model content
For the deficiency of the prior art, the utility model provides a kind of strip Quick Release support system for beam.
The technical solution of the strip Quick Release support system for beam of the utility model is as follows:
A kind of strip Quick Release support system for beam comprising beam bottom mother plate and be respectively arranged at the beam bottom mother plate two The side template of side;It is stupefied equipped with the reinforcing master for being used to support the beam bottom mother plate below the beam bottom mother plate;Described in two It is equipped on the outside of side template stupefied for clamping the beam bottom mother plate side and the reinforcing time of the side template;Add described Admittedly lead stupefied lower section is used to support the main stupefied bracing reinforcement connection component of the reinforcing equipped with multiple;The bracing reinforcement connection component Including the first screw rod, U-shaped support and top plate;The top plate is fastened in the U-type groove of the U-shaped support, the top of first screw rod Bottom plate across the U-shaped support is removably connected with the top plate;The first support company is symmetrically arranged on the top plate Fitting and the second support connector;And in the first support connector and the second support connector far from the top plate One end be respectively arranged with the first fastener and the second fastener;It is additionally provided with the first regulation ring and the first rubber on first screw rod Gum cover, first regulation ring is between first rubber sleeve and the U-shaped support;In each bracing reinforcement connection group The both ends of part are respectively arranged with the floor steel pipe support component being connected with the first fastener, second fastener;Each described It is provided with the beam bottom steel pipe support component being connected with first screw rod below the middle part of bracing reinforcement connection component.
The strip Quick Release support system for beam of the utility model can not only be supported beam bottom, but can to beam side into Row is reinforced, and beam bottom steel pipe support can also be allowed to be connect with floor steel pipe support integral so that beam bottom mother plate accurate positioning is not easy Deviation, while overall stability is strong;Meanwhile reinforcing time is stupefied in the strip Quick Release support system for beam of the utility model, adds Admittedly it is 1-2 times stronger than traditional flitch, steel pipe to lead stupefied equal strength, rigidity, therefore is unlikely to deform, the concrete quality for pouring out is apparent Better than traditional beam forms bracing reinforcement system;In addition, the beam forms of the strip Quick Release support system for beam of the utility model Reinforcing is fixed by way of bolt, convenient for disassembly and assembly, substantially increases construction efficiency;Meanwhile beam can will be removed when form removal Outside the materials such as end template, the main stupefied and beam bottom supporting steel pipe of reinforcing are not removed, other all materials are dismountable to be had enough to meet the need, significantly The input for reducing material, improves material week transfer efficient, and overall cost is lower, and it is low that the reduction of the usage amount of material also more meets country The policy that carbocyclic ring is protected;And the strip Quick Release support system central sill bottom for beam of the utility model can using strip support system The load on top is a little allowed to be dispersed in entire strip model to ensure that the load on concrete top can not concentrate too much on well In enclosing, the risk that concrete generates cracking and sinks is prevented, ensure that the quality and safety of concrete.
According to a preferred embodiment, between the adjacent floor steel pipe support component and the adjacent beam Also it is connected by cross bar between the steel pipe support component of bottom.
Using above-mentioned design, beam bottom mother plate and two side templates can uniformly be supported, it is ensured that beam bottom mother plate, both sides Stabilization, the safety of template everywhere are particularly reinforcing the multiple bracing reinforcement connection components of main stupefied lower section spaced set and its It is connected, to reinforcing, master is stupefied to be supported;Simultaneously by cross bar by multiple beam bottom steel pipe support components and floor steel pipe support component It is connected to become an entirety so that beam bottom mother plate positioning is more accurately not easy deviation, while improving the stability of integral system And safety.
It is main stupefied upper equidistantly equipped with multiple reinforcers in the reinforcing according to a preferred embodiment.
Using the design of reinforcer, it can reinforce reinforcing main stupefied strength and stability, improve the support force of whole device.
According to a preferred embodiment, two stupefied outsides of the reinforcing time are respectively equipped with bottom end and are plugged on the branch The first bolt on connection component is reinforced in support.
Using the design of bolt, can by the first bolt to reinforcing time one power to side template of stupefied applications, thus Make reinforcing time is stupefied can preferably clamp side template.
Further include being set to the reinforcing to lead stupefied lower section and lead stupefied phase with the reinforcing according to a preferred embodiment The supporting plate of connection;Two time stupefied outsides that reinforce are respectively equipped with the second bolt that bottom end is plugged on the supporting plate.
Using the design of supporting plate, it is stupefied to hold reinforcing master, increases its intensity, and can be used as a carrying Plate so that the second bolt can play the role of the first bolt, to reinforcing time pressure of the stupefied application one to side template direction, So that reinforcing time is stupefied this clamping dynamics everywhere, it is ensured that two side templates everywhere are clamped.
According to a preferred embodiment, inclined support bar is additionally provided on the bracing reinforcement connection component.
According to a preferred embodiment, it is additionally provided on the bracing reinforcement connection component and is used to support Liang Qiang's Support element;The support element includes the adjusting rod of the opposite internal thread of both ends band, is connected in one end of the adjusting rod threaded Head rod, be connected with threaded second connecting rod in the other end of the adjusting rod;On the head rod Hand of spiral on screw thread and second connecting rod is opposite;It is additionally provided with regulation handle on the adjusting rod.
According to a preferred embodiment, the top plate includes top plate ontology, casing and connecting screw;Described sleeve pipe is hung down It is directly set in the middle part of top plate ontology bottom surface;The connecting screw is vertically installed in the middle part of top plate ontology bottom surface and position In in described sleeve pipe;The U-shaped support includes the bottom plate, the first side plate and the second side plate;First side plate and described second Side plate by with the bottom plate it is integrally formed in a manner of be respectively formed in the both ends of the bottom plate, and first side plate and described Second side plate is mutually parallel so that forms the U-type groove between first side plate and second side plate;In the bottom plate On offer through-hole;The top of first screw rod is provided with the screw hole to match with the connecting screw;In installation condition Under, the top of first screw rod passes through the through-hole on the bottom plate and is inserted into described sleeve pipe, the connecting screw and described Screw hole is threadedly coupled so that first screw rod is removably connected with the top plate.
According to a preferred embodiment, the floor steel pipe support component and the beam bottom steel pipe support modular construction It is identical;It includes support positioning adjustment structure component and supporting steel pipe;Support positioning adjustment structure component include collet, Second regulation ring and the second rubber sleeve;Wherein, the collet includes a chassis and is vertically installed in the chassis medium position With externally threaded second screw rod;Second rubber sleeve is sheathed on second screw rod;Second regulation ring is rotatably set It is placed on second screw rod and between the collet and second rubber sleeve;In the mounted state, second spiral shell The lower end of the supporting steel pipe is inserted into one end that bar is provided with second rubber sleeve so that the support positions adjustment structure group Part is connected with the supporting steel pipe;Also, button disk and third fastener are additionally provided on the supporting steel pipe.
According to a preferred embodiment, first regulation ring is identical with the structure of second regulation ring, Support arm is adjusted including a tapped annulus and the first adjusting support arm being symmetrically disposed on the annulus lateral wall and second.
Compared with prior art, the strip Quick Release support system for beam of the utility model has the advantages that:
The strip Quick Release support system for beam of the utility model can not only be supported beam bottom, but can to beam side into Row is reinforced, and beam bottom steel pipe support can also be allowed to be connect with floor steel pipe support integral so that beam bottom mother plate accurate positioning is not easy Deviation, while overall stability is strong;Meanwhile reinforcing time is stupefied in the strip Quick Release support system for beam of the utility model, adds Admittedly it is 1-2 times stronger than traditional flitch, steel pipe to lead stupefied equal strength, rigidity, therefore is unlikely to deform, the concrete quality for pouring out is apparent Better than traditional beam forms bracing reinforcement system;In addition, the beam forms of the strip Quick Release support system for beam of the utility model Reinforcing is fixed by way of bolt, convenient for disassembly and assembly, substantially increases construction efficiency;Meanwhile beam can will be removed when form removal Outside the materials such as end template, the main stupefied and beam bottom supporting steel pipe of reinforcing are not removed, other all materials are dismountable to be had enough to meet the need, significantly The input for reducing material, improves material week transfer efficient, and overall cost is lower, and it is low that the reduction of the usage amount of material also more meets country The policy that carbocyclic ring is protected;And the strip Quick Release support system central sill bottom for beam of the utility model can using strip support system The load on top is a little allowed to be dispersed in entire strip model to ensure that the load on concrete top can not concentrate too much on well In enclosing, the risk that concrete generates cracking and sinks is prevented, ensure that the quality and safety of concrete.
Description of the drawings
Fig. 1 is structural schematic diagram of the utility model for the strip Quick Release support system of beam;
Fig. 2, Fig. 3 are that structure of the utility model for bracing reinforcement connection component in the strip Quick Release support system of beam is shown It is intended to;
Fig. 4-Fig. 7 is side view of the utility model for bracing reinforcement connection component in the strip Quick Release support system of beam Figure;
Fig. 8 is the structural schematic diagram of top plate in the utility model bracing reinforcement connection component;
Fig. 9 is the structural schematic diagram of U-shaped support in the utility model bracing reinforcement connection component;
Figure 10 is the structural schematic diagram of the first screw rod in the utility model bracing reinforcement connection component;
Figure 11 is the structural schematic diagram of the first support connector in the utility model bracing reinforcement connection component;
Figure 12 is the structural schematic diagram of the second support connector in the utility model bracing reinforcement connection component;
Figure 13 is the structural schematic diagram of the first regulation ring, the second regulation ring in the utility model;
Figure 14 is side view of the utility model for the strip Quick Release support system of beam;
Figure 15 is the utility model for the structural schematic diagram after the strip Quick Release support system form removal of beam;
Figure 16 is the schematic diagram that button disk and third fastener are in installation condition in the utility model;
Figure 17 is the structural schematic diagram that disk is detained in the utility model
Figure 18 is the structural schematic diagram of the first fastener, the second fastener and third fastener in the utility model;
Figure 19 is the structural schematic diagram of support positioning adjustment structure component in the utility model;
Figure 20 is the structural schematic diagram for the support positioning adjustment structure component that fixed tray is provided in the utility model;
Figure 21 is schematic diagram of the utility model for supporting plate mounting structure in the strip Quick Release support system of beam;
Figure 22, Figure 23, Figure 24 are the utility model for being provided with inclined support bar in the strip Quick Release support system of beam Schematic diagram;
Figure 25 is schematic diagram of the utility model for being provided with support element in the strip Quick Release support system of beam.
Wherein, the corresponding parts title is marked to be in attached drawing:
1- beam bottom mother plates, 2- side templates, 3- reinforce main stupefied, stupefied, the 5- bracing reinforcement connection components of 4- reinforcings time, 6- floors Steel pipe support component, 7- beam bottom steel pipe support components, 8- cross bars, 9- reinforcers, the first bolts of 10-, 11- supporting plates, 12- second are inserted Pin, 13- inclined support bars, 14- support elements, 141- adjusting rods, 142- head rods, the second connecting rods of 143-, 144- adjust hand Handle;
The first screw rods of 51-, 511- screw holes, 52-U shape supports, 521-U type grooves, 522- bottom plates, the first side plates of 523-, 524- Two side plates, 525- through-holes, 53- top plates, 531- top plate ontologies, 532- casings, 533- connecting screws, 534- preformed holes, 54- first Support connector, 541- first connecting portions, the support interconnecting pieces of 542- first, the first ribs of 543-, the first pin holes of 544-, 55- second supports connector, 551- second connecting portions, 552- second that interconnecting piece, the second ribs of 553-, 554- second is supported to insert Pin hole, the first fasteners of 56-, the second fasteners of 57-, the first regulation rings of 58-, the first rubber sleeves of 59-;
610- collets, the chassis 611-, the second screw rods of 612-, 613- third ribs, 614- locating slots, 615- circular holes, The second regulation rings of 620-, 621- annulus, the adjusting support arms of 622- first, the adjusting support arms of 623- second, 624- anticreep lanyard holes, 625- Anti-rope drops, 630- rubber sleeves, 640- supporting steel pipes, 650- button disks, 651- mounting holes, 660- third fasteners, 670- are fixed Pallet;680- reinforcing props.
Specific implementation mode
The strip Quick Release support system for beam of the utility model is described in detail below in conjunction with the accompanying drawings.
Shown in as shown in Figure 1, Figure 21, a kind of strip Quick Release support system for beam comprising beam bottom mother plate 1 and be respectively set Side template 2 in 1 both sides of beam bottom mother plate.
The reinforcing master stupefied 3 for being used to support beam bottom mother plate 1 is equipped with below beam bottom mother plate 1.In the outside of two side templates 2 It is equipped with the reinforcing time stupefied 4 for clamping 1 side of beam bottom mother plate with side template 2.
It is equipped with multiple bracing reinforcement connection components 5 for being used to support reinforcing main stupefied 3 reinforcing below main stupefied 3.
It is respectively arranged with and the first fastener in bracing reinforcement connection component 5 at the both ends of each bracing reinforcement connection component 5 56, the floor steel pipe support component 6 that the second fastener 57 is connected.
It is provided with below the middle part of each bracing reinforcement connection component 5 and the first screw rod in bracing reinforcement connection component 5 The 51 beam bottom steel pipe support components 7 being connected.
Wherein, floor steel pipe support component 6 and beam bottom steel pipe support component 7 play a supportive role, and are connected by bracing reinforcement The two is connected to become an entirety by connected components 5, improves stability and the safety of whole system;It is located in addition, reinforcing main stupefied 3 5 top of bracing reinforcement connection component, and beam bottom mother plate 1 is located at main stupefied 3 top of reinforcing, side template 2 is then located at beam bottom mother plate 1 Side is simultaneously close to beam bottom mother plate 1, and it is to be located at 1 outside of beam bottom mother plate to play clamping action to reinforce secondary stupefied 4, is designed in this way, energy Enough ensure the stability of beam bottom mother plate 1 and side template 2, is in close contact mortar leakage prevention, and beam bottom shapes more standard, does not interfere with It pours, while after concrete setting to a certain extent, can in advance tear floor steel pipe support component 6 and reinforcing time stupefied 4 open It removes, then applies to next construction section face, improve all transfer efficients, and removing floor steel pipe support component 6 and adding Gu after secondary stupefied 4, safety and the quality of current beam concrete structure can never be also influenced.
Beam bottom can be not only supported using the strip Quick Release support system for beam of the utility model, but also can be to beam Side is reinforced, and beam bottom steel pipe support can also be allowed to be connect with floor steel pipe support integral so that beam bottom mother plate accurate positioning It is not easy deviation, while overall stability is strong;Meanwhile it being reinforced in the strip Quick Release support system for beam of the utility model secondary Stupefied, the main stupefied equal strength of reinforcing, rigidity are 1-2 times stronger than traditional flitch, steel pipe, therefore are unlikely to deform, the coagulation soil property for pouring out Amount is substantially better than traditional beam forms bracing reinforcement system;In addition, the strip Quick Release support system for beam of the utility model Beam die plate reinforcing is fixed by way of bolt, convenient for disassembly and assembly, substantially increases construction efficiency;Meanwhile it can when form removal Will be in addition to the materials such as beam bottom mother plate, the main stupefied and beam bottom supporting steel pipe of reinforcing not be removed, other all materials dismountable progress week Turn, greatly reduce the input of material, improve material week transfer efficient, overall cost is lower, and the usage amount reduction of material also more accords with Close the policy of national low-carbon environment-friendly;And the strip Quick Release support system central sill bottom for beam of the utility model uses strip branch Support body system can be very good to ensure that the load on concrete top can not concentrate too much on that a little to allow the load on top to be dispersed in whole Within the scope of a strip, the risk that concrete generates cracking and sinks is prevented, ensure that the quality and safety of concrete.
It is equipped with multiple bracing reinforcement connection components 5 for being used to support reinforcing main stupefied 3 at equal intervals reinforcing below main stupefied 3. Multiple bracing reinforcement connection components 5 are to be set in qually spaced in the main stupefied lower section of reinforcing, and it is stupefied to be supported by it entire reinforcing master, it can be ensured that It is entire to reinforce main stupefied even intensity everywhere.It is to be able to keep the support strength of beam bottom mother plate 1 everywhere equal using above-mentioned design The chuck strength of even and side template 2 everywhere is uniform, it is ensured that entire work progress, which is not in local spillage, influences coagulation Native final product quality.
As shown in Fig. 2 to Figure 13, bracing reinforcement connection component 5 includes the first screw rod 51, U-shaped support 52 and top plate 53.
Top plate 53 is fastened in the U-type groove 521 of U-shaped support 52, and the top of the first screw rod 51 passes through the bottom plate 522 of U-shaped support 52 Removably it is connected with top plate 53.
U-shaped support 52 includes bottom plate 522, the first side plate 523 and the second side plate 524.First side plate 523 and the second side plate 524 By with bottom plate 522 it is integrally formed in a manner of be respectively formed in the both ends of bottom plate 522, and the first side plate 523 and the second side plate 524 It is mutually parallel so that U-type groove 521 is formed between the first side plate 523 and the second side plate 524.And in the bottom plate of U-shaped support 52 Through-hole 525 is offered on 522.
Top plate 53 includes top plate ontology 531, casing 532 and connecting screw 533.Casing 532 is vertically installed in top plate ontology In the middle part of 531 bottom surfaces;Connecting screw 533 is vertically installed in the middle part of 531 bottom surface of top plate ontology and in casing 532.
Further, preformed hole 534 is additionally provided on top plate ontology 531.It is reserved by being arranged on top plate ontology 531 Hole 534 can be used for top plate and reinforce the connection of steel pipe.
The screw hole 511 to match with connecting screw 533 is provided on the top of the first screw rod 51.In the mounted state, The top of one screw rod 51 passes through in the through-hole 525 on bottom plate 522 and plug-in-sleeve 532,511 screw thread of connecting screw 533 and screw hole Connection so that the first screw rod 51 is removably connected with top plate 53.
The first regulation ring 58 and the first rubber sleeve 59 are additionally provided on the first screw rod 51, the first regulation ring 58 is located at first Between rubber sleeve 59 and U-shaped support 2.
By setting the first screw rod 51 to dismountable type of attachment with top plate 53, can make it have it is easy to disassemble, Versatile advantage.And the flatness of beam bottom mother plate caused by U-shaped support deforms can be prevented by above-mentioned design and determined The problem of level exactness can not ensure.In addition, can prevent from being inserted into steel pipe because of U-shaped support by above-mentioned design has gap easily to occur Shake, at the same U-shaped support stretch out steel pipe height ordinary circumstance it is higher and caused by overall stability be relatively difficult to guarantee, have prodigious matter The problem of amount and security risk.In use, by adjusting the position of U-shaped support, the company of rib and top tray close and firm can will be held in the palm It is connected into as an entirety, after having poured concrete, top tray, that is, beam bottom is motionless when Quick Release, can be found after lower tray is reduced Hold in the palm rib turnover.
The first support connector 54 and second support connector 55 is symmetrically arranged on top plate 53.Preferably, first Support connector 54 and second supports connector 55 that can be connected with top plate 53 by a connection fastener.
Preferably, the first support connector 54 includes that the first connecting portion 541 and first being connect with top plate ontology 531 supports Interconnecting piece 542.And the thickness of first connecting portion 541 is less than the first support interconnecting piece 542 so that the upper table of top plate ontology 531 Face is concordant with the first support upper surface holding of interconnecting piece 542.
Further, one end bottom of top plate 53 is provided with the first ribs 543 in the first support connector 54.It is excellent Choosing, it is additionally provided with the first pin hole 544 on the first support interconnecting piece 542 of the first support connector 54.
It is additionally provided with the first fastener 56 in first one end of support connector 54 far from top plate 53.
Preferably, the second support connector 55 includes that the second connecting portion 551 and second being connect with top plate ontology 531 supports Interconnecting piece 552.And the thickness of second connecting portion 551 is less than the second support interconnecting piece 552 so that the upper table of top plate ontology 531 Face is concordant with the second support upper surface holding of interconnecting piece 552.
Further, one end bottom of top plate 53 is provided with the second ribs 553 in the second support connector 55.
Preferably, it is additionally provided with the second pin hole 554 on the second support interconnecting piece 552 of the second support connector 55.
It, can be by being inserted in the first pin hole 544 and the second pin hole 554 in practice of construction using above-mentioned design Enter bolt to be clamped side template.
It is additionally provided with the second fastener 57 in second one end of support connector 55 far from top plate 53.
By supporting connector 54 close to one end bottom of top plate 53 the first ribs 543 of setting and at second first It supports connector 55 and second ribs 553 is set close to one end bottom of top plate 53, enough dynamics can be provided and carry out supporting beam.U Top plate 53 and first can be supported connector 54 and second that connector 55 is supported to be well fixed on together by shape support, prevent from shaking It is dynamic.And the first support connector 54 and second supports connector 55 that can stablize beam bottom, makes its not deviation, is suitable for various The beam bottom of width uses.
In a state of use, the first fastener 56 and second support of first one end of support connector 54 far from top plate 53 connects Second fastener 7 of the one end of fitting 55 far from top plate 53 connect with the support of floor it is integral, to ensure that entire supporter The stability of system.
First regulation ring 58 include one tapped annulus 621 and be symmetrically disposed on 621 lateral wall of annulus first It adjusts support arm 622 and second and adjusts support arm 623.
In the mounted state, the internal thread on annulus 621 is connected with the external screw thread on the first screw rod 51 so that first adjusts Section ring 58 is rotatably set on the first screw rod 51.
Further, it is adjusted in the first adjusting support arm 622 and second and is respectively arranged with anticreep lanyard hole 624 on support arm 623.
Preferably, the quantity at least two of the first regulation ring 58.
First regulation ring 58 can be such that it is fixed on the first screw rod 51 by included screw thread, when total component is inserted When entering to inside supporting steel pipe, you can adjust the height of total component by the first regulation ring 58.
Preferably, the quantity at least two of the first rubber sleeve 59 is directly socketed on the first screw rod 51.
First rubber sleeve 59 can be directly socketed on the first screw rod 51, can guarantee total using the first rubber sleeve 59 After component is inserted into inside supporting steel pipe, the gap between construction package and supporting steel pipe is reduced, prevents construction package from shaking, ensured The overall stability of total component.
In addition, the corner angle position of all components and worker exposure take the safety of hommization and set in the utility model Meter, is the smooth processing of fillet, ensures that worker uses the safety of process.
The high strength and deformation of bracing reinforcement connection component 5 in the utility model, and be not easy to send out after being inserted into steel pipe support It is raw to shake, while can also connect into overall structure with floor steel pipe support and ensure stability;In addition, its is easy to loading and unloading, improve Material week transfer efficient, overall cost is lower, and the usage amount of material reduces the policy for also more meeting national low-carbon environment-friendly, pacifies simultaneously Dress is convenient, and worker's construction efficiency is high;In addition, it can directly support beam bottom mother plate, while can also connect with floor steel pipe support Support degree is improved while being connected into entirety and more preferably prevent beam bottom from generating offset during casting concrete, overall stability It is good, it ensure that the quality and safety of girder construction construction.
As shown in Figure 14 to 20, floor steel pipe support component 6 is identical with beam bottom steel pipe support 7 structures of component;It includes Support positioning adjustment structure component and supporting steel pipe 640.
Support positioning adjustment structure component includes collet 610, the second regulation ring 620 and the second rubber sleeve 630.
Collet 610 includes a chassis 611 and externally threaded second screw rod of band for being vertically installed in 611 medium position of chassis 612.Preferably, chassis 611 is circular base plate.It is furthermore preferred that chassis 611 is the circular base plate of a diameter of 100mm-150mm.It is excellent Choosing, chassis 611 is rectangular chassis.It is furthermore preferred that chassis 611 is the rectangular chassis that width is 100mm-150mm.
Further, four locating slots 614 in cross distribution are additionally provided on chassis 611.Preferably, locating slot 614 width about 2-5mm, depth 2-5mm, length 10-30mm.
When being difficult to ensure due to concrete ground surface evenness, the height adjusting of steel pipe is just very difficult, and last worker is being put Due to there is no positioning reference standard, steel pipe to put random larger, stress point when steel pipe support being caused to be connected when setting steel pipe Uneven stability is poor, there is quality and security risk.
By the way that four locating slots 614 in cross distribution are arranged on chassis 611 in length and breadth both direction, worker can basis The mode that position line on locating slot and mattess is combined carrys out accurate placing steel tubes, ensure that steel pipe integrated connection is steady Qualitative and formwork construction accuracy.
Further, multiple third ribs 613 are also evenly arranged in the junction on chassis 611 and the second screw rod 612. In the mounted state, third ribs 613 is located between chassis 611 and the second regulation ring 620.
Pass through the third ribs at chassis 611 and the multiple third ribs of the junction of the second screw rod 612 setting, use Can be used for withstanding the second regulation ring makes it not fall;Simultaneously, additionally it is possible to by tapping third ribs to enable collet more Accurately positioning.
Further, it is additionally provided with fixed tray 670 at 613 top of multiple third ribs.By on chassis and second The junction of screw rod is arranged multiple third ribs and fixed tray is arranged at the top of third ribs, third ribs when use Can be used for withstanding the second regulation ring with fixed tray enables it not fall and be ensured by fixed tray in high-supported formwork structure The maximum weighted of supporting steel pipe.
In addition, being also evenly arranged with multiple circular holes 615 on chassis 611.In a state of use, it is solid after chassis 611 positions Determine screw to fix chassis 611 across circular hole 615, to prevent 611 deviation of chassis.
Second regulation ring 620 include one tapped annulus 621 and be symmetrically disposed on 621 lateral wall of annulus first It adjusts support arm 622 and second and adjusts support arm 623.
Further, it is adjusted in the first adjusting support arm 622 and second and is respectively arranged with anticreep lanyard hole 624 on support arm 623.
Anticreep lanyard hole 624 is respectively set on support arm 623, by being adjusted in the first adjusting support arm 622 and second when use Total component can be connected by the anticreep lanyard hole 624 by materials such as rope or iron chains with steel pipe support, facilitate worker into Row is whole to be carried.In the present embodiment, the anticreep lanyard hole 624 of the second regulation ring 620 thereon passes through Anti-rope drop 625 and button disk 650 It is connected.
In the mounted state, the internal thread on annulus 621 is connected with the external screw thread on the second screw rod 612 so that second Regulation ring 620 is rotatably set on the second screw rod 612 in collet 610.
It is provided on the second rubber sleeve 630 and the matched screw thread of external screw thread on the second screw rod 612.In installation condition Under, screw thread is connected with the external screw thread on the second screw rod 612 so that the second rubber sleeve 630 is rotatably set in collet 610 The second screw rod 612 on;And the second regulation ring 620 is located between chassis 611 and the second rubber sleeve 630.
Preferably, the quantity at least two of the second rubber sleeve 630.
In addition, being possible to take the smooth processing of fillet with the component of worker exposure in the present embodiment, zero is avoided The injuries such as scratch, the safe design of this hommization ensure that worker uses the safety of process caused by the corner angle of part are possible to worker Property.
In addition, one be arranged on collet 610 fixed tray 670 for fixing the second regulation ring 620, such as Figure 20 institutes Show.When building high-supported formwork frame body, fixed tray 670 fixes the second regulation ring 620, prevents this construction package from adjusting height It is low, to ensure the general safety of high-supported formwork frame body.
Above-mentioned support positioning adjustment structure component can increase its contact with mattess by the chassis in collet Face, so as to protect mattess well;It is connect simultaneously with screw flight by setting on the screw rod in collet Regulation ring makes it that can adjust steel pipe height according to the flatness of mattess;In addition, by being set on the screw rod in collet Set rubber sleeve, it is ensured that after this construction package is inserted into inside supporting steel pipe, reduce between the construction package and supporting steel pipe Gap prevents the shaking of steel pipe support, ensure that the overall stability of entire steel pipe support;This construction package is set also to have simultaneously Function that is conveniently detachable and carrying, substantially increases worker's construction efficiency.
In the mounted state, the second screw rod 612 is provided under one end insertion supporting steel pipe 640 of the second rubber sleeve 630 End so that support positioning adjustment structure component is connected with supporting steel pipe 640.
Further, the reinforcing prop 680 for being socketed on 640 top of supporting steel pipe is additionally provided on supporting steel pipe 640.
Also, button disk 650 and third fastener 660 are additionally provided on supporting steel pipe 640.
Preferably, button disk 650 includes semicolumn A and semicolumn B;The semicolumn A and semicolumn B is detachable by bolt Connection;The semicolumn A and semicolumn B is equipped with loading plate, and loading plate is equipped with mounting hole 651;It is worth the semicolumn A of explanation It is semicircle with semicolumn B inner surfaces.It can be easy for installation and removal using above-mentioned button disk, will entirely detain disk and separate into two, peace It fills very convenient, only then bolt need to be used semicircle by the inner wall of semicolumn A and semicolumn B close to corresponding outer wall of steel pipe Column A and semicolumn B are tightened, particularly in corresponding steel pipe both sides respectively by a bolt by semicolumn A and semicolumn B Both ends are attached, fixed secured to improve.However the design of loading plate be in order to preferably be connected with cross bar, it is described to hold Support plate is semi-disc, and mounting hole longitudinally runs through loading plate, and when cross bar is installed, the end of cross bar rides on loading plate, passes through peace Hole is filled by cross-support members using screw, bolt, steel wire is fixed;Simultaneously also can in the end set insertion section of cross bar, The portion of being inserted into is inserted into mounting hole and is fixed, and operation is also very convenient, and can securely be guaranteed, and is needing to dismantle When, it is also very convenient, only it need to be lifted up cross bar.In addition, using above-mentioned semicolumn A and semicolumn B, when mounted, Its height with respect to steel pipe can be adjusted, easily according to actual demand to meet the needs of each constructing structure layer.
Preferably, third fastener 660 includes circular arc component C, circular arc component D;One end of the circular arc component C and circular arc group One end of part D is hinged by axis pin;The other end of the other end and circular arc component D of the circular arc component C is detachable by bolt Connection.Easy to make using above-mentioned fastener, the process being mounted on corresponding steel pipe is also very convenient, since one end is hinged , then need to only control bolt by circular arc component C and the D separation of circular arc component, then it is sleeved on steel pipe from steel pipe side, then will Bolt both ends are tightened, and circular arc component C and circular arc component D is made firmly to be close to outer wall of steel pipe, preferably anti-with steel pipe fixation Clamping disk slide downward.It can also facilitate using the above structure and adjust height of the fastener with respect to steel pipe, it is more flexible to be pacified Dress, improves practicability, and also prevent the damage because of high-temperature soldering to the structure and support degree of supporting steel pipe.
Specifically, the other end of the circular arc component D is equipped with notch for bolt insertion.It, can using the setting of notch It is inserted into circular arc component D in the case where the nut on bolt is not detached from screw rod.Assuming that one through-hole of setting, then needing Nut is removed from screw rod, screw rod is then inserted into through-hole, is screwing on nut, complicated for operation, efficiency is low;And use this reality It being designed with novel notch, nut can be inserted by screw rod side to notch, then directly tightening nut on screw rod, Circular arc component C and circular arc component D can be fixed on steel pipe, it is easy to operate, fast, greatly increases and entirely install, tear open The efficiency unloaded.
Further, it is connected by cross bar 8 between adjacent floor steel pipe support component 6.Specifically, the both ends of cross bar 8 It connect and is connected with the disk 650 of buckleing on the supporting steel pipe in adjacent floor steel pipe support component 6 respectively so that adjacent floor An entirety is connected as by cross bar 8 between steel pipe support component 6.
It is connected also by cross bar 8 between adjacent beam bottom steel pipe support component 7.Specifically, the both ends of cross bar 8 respectively with phase The connection of disk 650 of buckleing on supporting steel pipe in adjacent beam bottom steel pipe support component 7 is connected so that adjacent beam bottom steel pipe support An entirety is connected as by cross bar 8 between component 7.
Using above-mentioned design, beam bottom mother plate and two side templates can uniformly be supported, it is ensured that beam bottom mother plate, both sides Stabilization, the safety of template everywhere.Reinforcing main stupefied lower section, to be arranged multiple bracing reinforcement connection components at equal intervals coupled, right Reinforcing master is stupefied to be supported;Simultaneously using the design of cross bar, each beam bottom steel pipe support component 7 and floor steel pipe support can be reinforced The stability and fastness of component 6 will not occur tilting, topple over influence construction operation, and cause personnel in the construction process Or the loss of property;And multiple beam bottom steel pipe support components and floor steel pipe support component are connected to become one by cross bar It is whole so that beam bottom mother plate positioning is more accurately not easy deviation, while improving stability and the safety of integral system.
Third fastener 660 is set to 650 lower section of button disk, being capable of anti-650 slide downward of clamping disk.By in button disk 650 Cross bar 8 more convenient can be fixed on corresponding button disk by upper setting mounting hole 651.
Further, it is reinforcing equidistantly equipped with multiple reinforcers 9 on main stupefied 3, as shown in figure 21.Using setting for reinforcer Meter can be reinforced reinforcing main stupefied strength and stability, improve the support force of whole device.
Reinforcer is U-typed structure, and reinforcing master is stupefied, is to be located at U-typed intracavitary, and it is stupefied can to reinforce reinforcing master in this way Intensity, and reinforce main stupefied can be connected with bracing reinforcement connection component by reinforcer, that is to say, that reinforce the stupefied part position of master In reinforcer, reinforcer (part) is connect by bolt screw with bracing reinforcement connection component, can not only will also be reinforced in this way It is main it is stupefied is fixed, but also it is stupefied to destroy reinforcing master, extends its service life, it is ensured that its support strength, and remaining is reinforced Part can then function only as increasing the effect of intensity.
Further, it reinforces times stupefied 4 outside and is respectively equipped with bottom end is plugged on bracing reinforcement connection component 5 for two One bolt 10.Specifically, the first pin hole 544 is provided on the first support connector 54, on the second support connector 55 It is provided with the second pin hole 554, the first bolt 10 is plugged with respectively in the first pin hole 544 and the second pin hole 554.Two First bolt 10 is located at the both sides of two reinforcings time stupefied 4 for clamping 1 side of beam bottom mother plate and side template 2.
Preferably, the first bolt 10 uses up big and down small structure, and is plane with time stupefied side being close to is reinforced, by the After one bolt is inserted into pin hole, with the depth of insertion, the first bolt is fixed more securely with bracing reinforcement connection component, this Sample is also just strengthened to reinforcing secondary stupefied fixing intensity, it is ensured that reinforcing time is stupefied to shake, and can preferably play and add Gu the effect of side template.
By using the design of bolt, can by the first bolt to reinforcing time one power to side template of stupefied application, To make reinforcing time is stupefied can preferably clamp side template;And it can realize quick installation and removal.
Further, further include being set to the supporting plates 11 reinforced main stupefied 3 lower section and be connected with reinforcing main stupefied 3.Two add Gu secondary stupefied 4 outside is respectively equipped with the second bolt 12 that bottom end is plugged on supporting plate 11.
Preferably, pallet is located at below the reinforcer not being connected with bracing reinforcement connection component, and is connected in reinforcer, Can avoid directly with reinforce it is main it is stupefied be connected, influence to reinforce and lead stupefied self-strength.Simultaneously using the second bolt also for reinforcement The fixing intensity stupefied to reinforcing time, it can be ensured that the secondary stupefied stability of reinforcing everywhere is almost the same, adds to preferably play Gu the effect of side template.
By using the design of supporting plate, it is stupefied to hold reinforcing master, increases its intensity, and can be held as one Support plate so that the second bolt can play the role of the first bolt, to reinforcing time pressure of the stupefied application one to side template direction Power, so that reinforcing time is stupefied this clamping dynamics everywhere, it is ensured that two side templates everywhere are clamped.
The strip Quick Release support system installation process for beam of the utility model is as follows:
First, beam bottom steel pipe support component 7 is accurately placed at using its bottom collet 610 on ground, then cross bar 8 is inserted Enter buckleing on disk on supporting steel pipe 640 in beam bottom steel pipe support component 7, it is whole to be linked to be all beam bottom steel pipe support components 7 Body;
Bracing reinforcement connection component 5 is inserted into beam bottom steel pipe support component 7 again, and passes through bracing reinforcement connection component First fastener, the second fastener and floor steel pipe support component 6 link together in 5, so that beam bottom steel pipe support component 7 with Floor steel pipe support component 6 has connected into entirety, overall stability higher;
Then, reinforcer 9 is fixed on by way of screw or buckle on the top plate of bracing reinforcement connection component 5;
Main stupefied 3 will be reinforced again to be placed on reinforcer 9, beam bottom mother plate 1 can be positioned at this time in reinforcing main stupefied 3;
Side template 2 is placed in reinforcing main stupefied 3 again, side template 2 is clamped fixation by reinforcing secondary stupefied 4, Time stupefied 4 upper pin holes for being inserted into bracing reinforcement connection component 5 by the first bolt 10 are reinforced it is fixed;It is more preferable Ground ensures to reinforce secondary stupefied 4 stability, can be fixed on reinforcer 9 by increasing supporting plate 11, then by the second bolt to reinforcing Secondary stupefied 4 are reinforced.
When concrete strength reaches form removal condition (ordinary circumstance is after casting concrete 24 hours), beam bottom steel pipe branch is removed Support with outside beam bottom mother plate, you can by first taking out bolt, then remove reinforce time stupefied, supporting plate, side template, bracing reinforcement successively The reinforcing connection component and cross bar of connection component.The all material removed can be converted in next layer of construction in week.
Further, as shown in Figure 22, Figure 23, inclined support bar 13 can also be set on bracing reinforcement connection component 5.
In the mounted state, beam bottom is wide, load beam is excessive or when the outside of side bar is installed, inclined support bar 13 can To be connected between bracing reinforcement connection component 5 and floor steel pipe support component 6.Specifically, inclined support bar 13 can be used outside Between the bracing reinforcement connection component 5 and floor steel pipe support component 6 of side, the both sides of the outside of beam or isolated beam.
In addition, as described in Figure 24, inclined support bar 13 can be connected to bracing reinforcement connection component 5 and beam bottom steel pipe support group Between part 7, it is used for the support of side bar at this time.
By the way that inclined support bar 13 is arranged, turn on one's side when can prevent people from stepping down in above.
Further, as shown in figure 25, the support element for being used to support Liang Qiang is additionally provided on bracing reinforcement connection component 5 14。
Support element 14 includes the adjusting rod 141 of the opposite internal thread of both ends band, is connected in one end of adjusting rod 141 threaded Head rod 142, be connected with threaded second connecting rod 143 in the other end of adjusting rod 141;Head rod 142 On screw thread and the second connecting rod 143 on hand of spiral it is opposite;Regulation handle 144 is additionally provided on adjusting rod 141.
Since the hand of spiral at 141 both ends of adjusting rod is on the contrary, by the rotation adjusting rod 141 of regulation handle 144, can adjust The entire length of support element 14.
By the way that support element 14 is arranged, rib can be ask to reach power without sagging when outer side bar wall is reinforced.
The strip Quick Release support system for beam of the utility model can not only be supported beam bottom, but can to beam side into Row is reinforced, and beam bottom steel pipe support can also be allowed to be connect with floor steel pipe support integral so that beam bottom mother plate accurate positioning is not easy Deviation, while overall stability is strong;Meanwhile reinforcing time is stupefied in the strip Quick Release support system for beam of the utility model, adds Admittedly it is 1-2 times stronger than traditional flitch, steel pipe to lead stupefied equal strength, rigidity, therefore is unlikely to deform, the concrete quality for pouring out is apparent Better than traditional beam forms bracing reinforcement system;In addition, the beam forms of the strip Quick Release support system for beam of the utility model Reinforcing is fixed by way of bolt, convenient for disassembly and assembly, substantially increases construction efficiency;Meanwhile beam can will be removed when form removal Outside the materials such as end template, the main stupefied and beam bottom supporting steel pipe of reinforcing are not removed, other all materials are dismountable to be had enough to meet the need, significantly The input for reducing material, improves material week transfer efficient, and overall cost is lower, and it is low that the reduction of the usage amount of material also more meets country The policy that carbocyclic ring is protected;And the strip Quick Release support system central sill bottom for beam of the utility model can using strip support system The load on top is a little allowed to be dispersed in entire strip model to ensure that the load on concrete top can not concentrate too much on well In enclosing, the risk that concrete generates cracking and sinks is prevented, ensure that the quality and safety of concrete.
It should be noted that all features disclosed in this specification or disclosed all methods or in the process the step of, Other than mutually exclusive feature and/or step, it can combine in any way.
In addition, above-mentioned specific embodiment is exemplary, those skilled in the art can be in the utility model disclosure Inspiration under find out various solutions, and these solutions also belong to the open scope of the utility model and fall into this reality Within novel protection domain.It will be understood by those skilled in the art that the utility model specification and its attached drawing are explanation Property and not constitute limitations on claims.The scope of protection of the utility model is limited by claim and its equivalent.

Claims (10)

1. a kind of strip Quick Release support system for beam, which is characterized in that it includes beam bottom mother plate (1) and is respectively arranged at institute State the side template (2) of beam bottom mother plate (1) both sides;
It is stupefied (3) equipped with the reinforcing master for being used to support the beam bottom mother plate (1) below the beam bottom mother plate (1);Described in two It is equipped on the outside of side template (2) stupefied for clamping the beam bottom mother plate (1) side and the reinforcing time of the side template (2) (4);
It is equipped with multiple bracing reinforcement connection components for being used to support the reinforcing main stupefied (3) in described reinforce below main stupefied (3) (5);
The bracing reinforcement connection component (5) includes the first screw rod (51), U-shaped support (52) and top plate (53);The top plate (53) It is fastened in the U-type groove (521) of the U-shaped support (52), the top of first screw rod (51) passes through the bottom of the U-shaped support (52) Plate (522) is removably connected with the top plate (53);The first support connector is symmetrically arranged on the top plate (53) (54) and second supports connector (55);And in the first support connector (54) and the second support connector (55) One end far from the top plate (53) is respectively arranged with the first fastener (56) and the second fastener (57);In first screw rod (51) On be additionally provided with the first regulation ring (58) and the first rubber sleeve (59), first regulation ring (58) is located at first rubber sleeve (59) between the U-shaped support (52);
It is respectively arranged with and the first fastener (56), second fastener at the both ends of each bracing reinforcement connection component (5) (57) the floor steel pipe support component (6) being connected;
It is provided with the beam being connected with first screw rod (51) below the middle part of each bracing reinforcement connection component (5) Bottom steel pipe support component (7).
2. the strip Quick Release support system according to claim 1 for beam, which is characterized in that the adjacent floor steel Also it is connected by cross bar (8) between pipe support component (6) and between the adjacent beam bottom steel pipe support component (7).
3. the strip Quick Release support system according to claim 1 for beam, which is characterized in that in the reinforcing, master is stupefied (3) multiple reinforcers (9) are equidistantly equipped on.
4. the strip Quick Release support system according to claim 1 for beam, which is characterized in that two reinforcings time are stupefied (4) the first bolt (10) that bottom end is plugged on the bracing reinforcement connection component (5) is respectively equipped on the outside of.
5. the strip Quick Release support system according to claim 1 for beam, which is characterized in that further include be set to it is described The supporting plate (11) reinforced below main stupefied (3) and be connected with the reinforcing main stupefied (3);
Two described reinforce on the outside of time stupefied (4) are respectively equipped with the second bolt (12) that bottom end is plugged on the supporting plate (11).
6. the strip Quick Release support system according to claim 1 for beam, which is characterized in that connect in the bracing reinforcement Inclined support bar (13) is additionally provided on connected components (5).
7. the strip Quick Release support system according to claim 1 for beam, which is characterized in that connect in the bracing reinforcement The support element (14) for being used to support Liang Qiang is additionally provided on connected components (5);
The support element (14) includes the adjusting rod (141) of the opposite internal thread of both ends band, is connected in one end of the adjusting rod (141) It is connected to threaded head rod (142), threaded second connecting rod is connected in the other end of the adjusting rod (141) (143);The hand of spiral on screw thread and second connecting rod (143) on the head rod (142) is opposite;
Regulation handle (144) is additionally provided on the adjusting rod (141).
8. the strip Quick Release support system according to claim 1 for beam, which is characterized in that the top plate (53) includes Top plate ontology (531), casing (532) and connecting screw (533);Described sleeve pipe (532) is vertically installed in the top plate ontology (531) in the middle part of bottom surface;The connecting screw (533) is vertically installed in the middle part of top plate ontology (531) bottom surface and is located at institute It states in casing (532);
The U-shaped support (52) includes the bottom plate (522), the first side plate (523) and the second side plate (524);First side plate (523) and second side plate (524) by with the bottom plate (522) it is integrally formed in a manner of be respectively formed in the bottom plate (522) both ends, and first side plate (523) and second side plate (524) are mutually parallel so that in first side The U-type groove (521) is formed between plate (523) and second side plate (524);Through-hole is offered on the bottom plate (522) (525);
The screw hole (511) to match with the connecting screw (533) is provided on the top of first screw rod (51);
In the mounted state, the top of first screw rod (51) passes through the through-hole (525) on the bottom plate (522) and is inserted into institute State in casing (532), the connecting screw (533) and the screw hole (511) are threadedly coupled so that first screw rod (51) and The top plate (53) is removably connected.
9. the strip Quick Release support system for beam according to one of claim 1 to 8, which is characterized in that the floor Steel pipe support component (6) is identical with beam bottom steel pipe support component (7) structure;It includes support positioning adjustment structure component With supporting steel pipe (640);
The support positioning adjustment structure component includes collet (610), the second regulation ring (620) and the second rubber sleeve (630);
Wherein, the collet (610) includes a chassis (611) and is vertically installed in outside the band of the chassis (611) medium position The second screw rod (612) of screw thread;
Second rubber sleeve (630) is sheathed on second screw rod (612);Second regulation ring (620) rotatably sets It is placed on second screw rod (612) and between the collet (610) and second rubber sleeve (630);
In the mounted state, second screw rod (612) is provided with one end insertion support of second rubber sleeve (630) The lower end of steel pipe (640) so that the support positioning adjustment structure component is connected with the supporting steel pipe (640);
Also, button disk (650) and third fastener (660) are additionally provided on the supporting steel pipe (640).
10. the strip Quick Release support system according to claim 9 for beam, which is characterized in that first regulation ring (58) identical with the structure of the second regulation ring (620), include a tapped annulus (621) and being symmetrically disposed on First on annulus (621) lateral wall, which adjusts support arm (622) and second, adjusts support arm (623).
CN201820068965.8U 2018-01-16 2018-01-16 A kind of strip Quick Release support system for beam Active CN207988492U (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107989364A (en) * 2018-01-16 2018-05-04 广州市快易模板工程有限公司 A kind of strip Quick Release support system for beam
CN109736566A (en) * 2019-01-09 2019-05-10 深圳市绿洲华腾建筑科技有限责任公司 Form beam bottom secondary joist, beam forms constructing structure and beam die plate reinforcing method
CN110185258A (en) * 2019-06-26 2019-08-30 宁波建工建乐工程有限公司 Combined type support for shuttering
CN110397270A (en) * 2019-06-13 2019-11-01 中国建筑第四工程局有限公司 Beam forms and its installation and method for supporting outside a kind of big sectional dimension arc
CN113250317A (en) * 2021-06-21 2021-08-13 重庆电子工程职业学院 Double-concrete-beam and concrete frame column connecting structure for building design
CN113914615A (en) * 2021-10-29 2022-01-11 中冶建工集团有限公司 Concrete beam template capable of being used for assembling different beam heights

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107989364A (en) * 2018-01-16 2018-05-04 广州市快易模板工程有限公司 A kind of strip Quick Release support system for beam
CN107989364B (en) * 2018-01-16 2024-04-16 广州市快易模板工程有限公司 Strip-shaped quick-release supporting system for beam
CN109736566A (en) * 2019-01-09 2019-05-10 深圳市绿洲华腾建筑科技有限责任公司 Form beam bottom secondary joist, beam forms constructing structure and beam die plate reinforcing method
CN110397270A (en) * 2019-06-13 2019-11-01 中国建筑第四工程局有限公司 Beam forms and its installation and method for supporting outside a kind of big sectional dimension arc
CN110185258A (en) * 2019-06-26 2019-08-30 宁波建工建乐工程有限公司 Combined type support for shuttering
CN110185258B (en) * 2019-06-26 2022-02-01 宁波建工建乐工程有限公司 Combined formwork support
CN113250317A (en) * 2021-06-21 2021-08-13 重庆电子工程职业学院 Double-concrete-beam and concrete frame column connecting structure for building design
CN113914615A (en) * 2021-10-29 2022-01-11 中冶建工集团有限公司 Concrete beam template capable of being used for assembling different beam heights
CN113914615B (en) * 2021-10-29 2023-02-07 中冶建工集团有限公司 Concrete beam formwork capable of being used for assembling different beam heights

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