CN105696806A - Supporting device - Google Patents

Supporting device Download PDF

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Publication number
CN105696806A
CN105696806A CN201610049874.5A CN201610049874A CN105696806A CN 105696806 A CN105696806 A CN 105696806A CN 201610049874 A CN201610049874 A CN 201610049874A CN 105696806 A CN105696806 A CN 105696806A
Authority
CN
China
Prior art keywords
draconis
parallel
fixed
support arrangement
moulding
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201610049874.5A
Other languages
Chinese (zh)
Inventor
邓朝云
韩冬冬
彭福龙
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Suntown Technology Group Co Ltd
Original Assignee
Suntown Technology Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Suntown Technology Group Co Ltd filed Critical Suntown Technology Group Co Ltd
Priority to CN201610049874.5A priority Critical patent/CN105696806A/en
Publication of CN105696806A publication Critical patent/CN105696806A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • E04G25/06Shores or struts; Chocks telescopic with parts held together by positive means
    • E04G25/065Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention provides a supporting device. The supporting device comprises a bearing unit, a plurality of jacking units and a supporting rod; the bearing unit comprises a main frame, a plurality of first keels and a plurality of second keels; the main frame comprises two parallel first frame strips and two parallel second frame strips; the two ends of the second frame strips are vertically connected with the first frame strips correspondingly, the first keels are located between the two first frame strips, the two ends of the first keels are vertically connected with the second frame strips, and the second keels are located between the two second frame strips; the two ends of the second keels are vertically connected with the first frame strips, and the first keels and the second keels cross and are fixed at the crossing position; and the jacking units are fixed to the first keels and/or second keels, and the supporting rods abut against the jacking units in a jacking manner. compared with the related technology, the supporting device has the beneficial effects that the number of supporting parts is small, the cost is low, the dismounting and mounting efficiency is high, the structural stability is good, and the strength is higher.

Description

Prop up support arrangement
[technical field]
The present invention relates to technical field of buildings, particularly relate to a kind of support arrangement。
[background technology]
Precast concrete not only possesses in construction can realize production plant, standardized advantage, also has the advantages such as efficiency of construction is fast, cost is low, environmental protection concurrently, thus being widely used in building field。But the support system required in floorboard work progress of precast concrete is complex。Such as full hall frame, support member is many, including support bar, cross bar, brace etc., also increases accordingly for the connector connected;The arrangement density of support member is big simultaneously, causes that working space reduces, and is unfavorable for dismounting;This support system is fixed on some support bars by middleware overlap joint for carrying the wooden model of flooring prefabricated component, more weak by the impact whole support system structural stability of installation accuracy and bearing strength, intensity is relatively low。Thus, the support system of correlation technique exists that support member is many, relatively costly, it is inefficient to dismount, structural stability is poor and intensity is relatively low deficiency。
Therefore, it is necessary in fact to provide an a kind of new support arrangement to overcome above-mentioned technical problem。
[summary of the invention]
The technical issues that need to address of the present invention are to provide the support arrangement that a kind of support member is few, less costly, dismounting efficiency is high, structural stability is good and intensity is higher。
One of the present invention props up support arrangement, including load bearing unit, some jacking unit and some telescopic support bars, described load bearing unit includes main frame, some first Os Draconis and some second Os Draconis, described main frame includes two parallel the first mouldings and two the second parallel mouldings, the two ends of described second moulding are respectively perpendicular described first moulding of connection, described first Os Draconis are described in two between first moulding, the two ends of described first Os Draconis are respectively perpendicular described second moulding of connection, described second Os Draconis are described in two between second moulding, described bicarinate two ends are respectively perpendicular described first moulding of connection, described first Os Draconis intersect with the second Os Draconis and interfix in infall;Described jacking unit is fixed on described first Os Draconis and/or the second Os Draconis;Described support bar is resisted against described jacking unit。
Preferably, described first Os Draconis include the first top board and the both sides from described first top board are downwardly extending two the first parallel side plates, described second Os Draconis include the second top board and the both sides from described second top board are downwardly extending two the second parallel side plates, described jacking unit includes Gu Ding, two bolts, two collets, described Gu Ding is embedded and is fixed on described first Os Draconis, described Gu Ding is provided with two first accepting grooves being parallel to described first Os Draconis and at holding tank between the first accepting groove described in two, described holding tank is positioned at the underface of described first Os Draconis, described collet clamping is fixed on the bottom of described first Os Draconis, described collet is provided with two the second parallel accepting grooves, described first accepting groove, second accepting groove connects and is formed the straight trough housed for described bolt, bolt described in two can pass through pin pin sheet or bolted mode, and tension is solid, the bottom of described Gu Ding is further fixed on spacing pipe, described spacing pipe is provided with limit chamber, one end described limit chamber of traverse of described support bar and holding tank, and it is resisted against described Gu Ding。
Preferably, the bottom of described second top board is fixed with the reinforcement that some length directions along described second top board are arranged, and the two ends of described reinforcement connect the second side plate described in two respectively。
Preferably, described first Os Draconis and the second Os Draconis are connected and fixed on described main frame each through bolt mode。
Preferably, described first Os Draconis, the second Os Draconis, jacking unit are made by aluminium alloy。
Preferably, described support bar is made up of steel alloy。
Preferably, described support bar includes lower pipe, upper boom, spacer pin and hinged seat, one end of described upper boom is contained in described lower pipe, one end of the close described main frame of described lower pipe is provided with external screw thread, described hinged seat includes setting female cylinder, protrude out two parallel lugs of formation from all sides of described cylinder and by hinge in handle between block described in two, and described spacer pin is positioned at the top of described hinged seat and runs through described lower pipe and upper boom。
Preferably, described support bar includes lower beam and upper pipe, and one end of described lower beam is provided with base plate, the other end is sheathed in described upper pipe, described lower beam is provided with external screw thread, and described upper pipe is correspondingly provided with female thread, and one end week side of the close described base plate of described upper pipe is sheathed is fixed with adjusting nut。
Preferably, all sides outward of described adjusting nut has two adjustment handles, regulates the handle axisymmetrical along described interior bar described in two。
Compared with correlation technique, the beneficial effects of the present invention is, tension being consolidated by bolt, load bearing unit, jacking unit and support bar are connected into holistic frame structure, bearing capacity strengthens, and uniform force, overall structure is stable;Eliminate the parts such as waling stripe, hound, be also greatly decreased for the connector quantity connected;Mounting or dismounting space significantly improves, and adds use parts and reduces, and mounting or dismounting efficiency is greatly improved。Thus, support member is few, less costly, dismounting efficiency is high, structural stability is good and intensity is higher。
[accompanying drawing explanation]
Fig. 1 is support device structure schematic diagram of the present invention;
Fig. 2 is support bar and the jacking modular construction schematic diagram that the present invention props up support arrangement;
Fig. 3 is the a-quadrant enlarged diagram of Fig. 2;
Fig. 4 is jacking unit and the first Os Draconis combinative structure schematic diagram that the present invention props up support arrangement;
Fig. 5 is the B region enlarged diagram of Fig. 4;
Fig. 6 is the solid roof construction schematic diagram that the present invention props up support arrangement;
Fig. 7 is the bolt structural representation that the present invention props up support arrangement;
Fig. 8 is the collet configuration schematic diagram that the present invention props up support arrangement;
Fig. 9 is the supporting bar structure schematic diagram of another embodiment of the present invention。
[detailed description of the invention]
For the ease of understanding the present invention, below with reference to relevant drawings, the present invention is described more fully。Accompanying drawing gives the preferred embodiment of the present invention。But, the present invention can realize in many different forms, however it is not limited to embodiment described herein。On the contrary, the purpose providing these embodiments is to make the understanding to the disclosure more thorough comprehensively。
With reference to shown in Fig. 1-Fig. 8, in one embodiment of the invention, a kind of support arrangement 100, including load bearing unit 1, some jacking unit 2 and some telescopic support bars 3。Load bearing unit 1 includes main frame, some first Os Draconis 13 and some second Os Draconis 14。Main frame includes two the first parallel moulding 11 and two the second parallel mouldings 12。The two ends of the second moulding 12 are respectively perpendicular connection the first moulding 11。First Os Draconis 13 are between two first mouldings 11, and the two ends of the first Os Draconis 13 are respectively perpendicular connection the second moulding 12。Second Os Draconis 14 are between two second mouldings 12, and the two ends of the second Os Draconis 14 are respectively perpendicular connection the first moulding 11。First Os Draconis 13 intersect with the second Os Draconis 14 and interfix in infall。Jacking unit 2 is fixed on the first Os Draconis 13 and/or the second Os Draconis 14。Support bar 3 is resisted against jacking unit 2。
Jacking unit is fixed on the first Os Draconis and/or the second Os Draconis, is beneficial to and is supported distribution design a little according to practical situation, thus realizing the stability supported better;Jacking unit is fixed on the first Os Draconis and/or the second Os Draconis, and support bar is resisted against again jacking unit, thus load bearing unit, jacking unit and support bar are connected into holistic frame structure, bearing capacity strengthens, and uniform force, overall structure is stable;Eliminate the parts such as waling stripe, hound, be also greatly decreased for the connector quantity connected;Mounting or dismounting space significantly improves, and adds use parts and reduces, and mounting or dismounting efficiency is greatly improved。Thus, support member is few, less costly, dismounting efficiency is high, structural stability is good and intensity is higher。
More specifically, the first Os Draconis 13 include the first top board 131 and the both sides from the first top board 131 are downwardly extending two the first parallel side plates 132。Second Os Draconis 14 are made up of some aluminum alloy mould plates 141, each aluminum alloy mould plate 141 all includes the second top board 142 and the both sides from the second top board 142 are downwardly extending two the second parallel side plates 143。
Jacking unit 2 includes solid top 21, two bolt 22 and two collets 23。
It is fixed on the first Os Draconis 13 admittedly top 21 is embedded。Admittedly top 21 includes the substrate 211 concordant with the first top board 131, two holding boards 212 downwardly extended from the both sides of substrate 211, tilts the swash plate 213 extended, two connecting plates 214 extended to form straight down respectively from the bottom of two swash plates 213 and the horizontal plate 215 of the outside extension of connecting plate 214 respectively from the bottom of two connecting plates 214 from the bottom of two holding boards 212 separately down。Substrate 211, two holding board 212 encloses and sets formation one host cavity 217。Every a plate 214 is all equipped with perforation 216。The incline direction of swash plate 213 is direction inwards from the outside of holding board 212。Admittedly top 21 is provided with two first accepting grooves 218 being parallel to the first Os Draconis 13 and the holding tank 219 between two first accepting grooves 218。Accepting groove 218 is enclosed to set by swash plate 213, connecting plate 214 and horizontal plate 215 and is formed。Holding tank 219 is positioned at the underface of the first Os Draconis 13。
Collet 23 clamping is fixed on the bottom of the first Os Draconis 13。Collet 23 include supporting plate 231, certainly support the two parallel clamping plates 232 that plate 231 upwardly extends formation, the two parallel risers 233 certainly supporting that plate 231 vertically extends to form downwards and from the bottom of riser 233 respectively towards the frid 234 of the horizontal-extending formation in the outside of riser 233。Frid two clamping plate 232 and two first side plates 132 form catch mechanism。Collet 23 is provided with two the second parallel accepting grooves 235, the second accepting groove 235 by supporting plate 231, riser 233, frid 234 enclose to set and form。Also have kerve 236 between two risers 233。First accepting groove the 218, second accepting groove 235 connects and is formed the straight trough (not shown) housed for bolt 22。
Bolt 22 includes being the body 220 of strip, the cavity 222 in the internal recessed through bolt 22 of the length direction along bolt 22 of body 220 and the width along bolt 22 through hole 221 that runs through bolt 22。Bolt 22 is embedded and is fixed in straight trough, and can realize two bolts 22 tension is solid by pin pin sheet or bolted mode。The present embodiment uses pin pin sheet mode, during use, uses pin 351 through described perforation 216 and through hole 221, after wearing two bolts 22, pin sheet 352 is plugged, it is achieved two bolts 22 tension is solid。Admittedly the bottom on top 21 is further fixed on spacing pipe 24, spacing pipe 24 is provided with limit chamber 241。One end of support bar 3, through limit chamber 241 and holding tank 219, is resisted against solid top 21。It should be noted that the present invention not to bolt 22 to drawing fastening means to be defined, above are only the optimal way in the present embodiment。
More specifically, the bottom of the second top board 142 is fixed with some reinforcements 144 be arrangeding in parallel along the length direction of described second top board 142, and the two ends of reinforcement 144 are respectively perpendicular connection two second side plates 143。Thus, further increasing main frame, the first Os Draconis and bicarinate intensity, the structural stability of whole support arrangement promotes further。
More specifically, the first Os Draconis 13 and the second Os Draconis 14 are connected and fixed on described main frame each through bolt mode。Thus, dismounting efficiency is further increased。
More specifically, first Os Draconis the 13, second Os Draconis 14, jacking unit 2 are made by aluminium alloy。
More specifically, support bar 3 is made up of steel alloy。Thus, improve the support strength of support bar, it is ensured that the structural stability of whole support arrangement and intensity。
More specifically, support bar 3 includes lower pipe 31, upper boom 34, spacer pin 35 and hinged seat 36。One end of upper boom 34 is contained in lower pipe 31, and one end of the close main frame of lower pipe 31 is provided with external screw thread 33。Hinged seat 36 includes setting female cylinder 361, protrudes out two parallel lugs 362 of formation from all sides of cylinder 361 and by hinge handle 37 between a projection 362 upper described in two。Spacing pins position 35 is in the top of hinged seat 36 and runs through lower pipe 31 and upper boom 34。Moving up and down of upper boom 34 then can be realized, it is achieved the adjustment of whole support bar 3 height thereby through control handle 37。Can ensureing whole support arrangement 100 uniform force by the adjustment of height, stability is high。
With reference to shown in Fig. 9, in another embodiment of the present invention, support bar 4 includes lower beam 41 and upper pipe 42。One end of lower beam 41 is provided with base plate 411, and the other end is sheathed in pipe 42。Lower beam 41 is provided with external screw thread, and upper pipe 42 is correspondingly provided with female thread, and one end week side of the close base plate 411 of upper pipe 42 is sheathed is fixed with adjusting nut 43。Thus, by handling moving up and down of pipe 42 in the equally possible realization of adjusting nut 43, finally realize the adjustment of whole support bar 4 height。Further increase the stability of whole support arrangement 100。
More specifically, all sides outward of adjusting nut 43 has two adjustment handles 431, and two regulate the handle 431 axisymmetrical along interior bar 41。Thus, advantageously reduce the operation easier of adjusting nut 43, improve and regulate efficiency。Also dismounting efficiency is improved further。
Compared with correlation technique, the present invention mainly has the beneficial effects that, support member is few, less costly, dismounting efficiency is high, structural stability is good and intensity is higher。
Above-described is only embodiments of the present invention, it should be noted here that for the person of ordinary skill of the art, without departing from the concept of the premise of the invention, it is also possible to make improvement, but these belong to protection scope of the present invention。

Claims (9)

1. one kind support arrangement, it is characterized in that: include load bearing unit, some jacking unit and some telescopic support bars, described load bearing unit includes main frame, some first Os Draconis and some second Os Draconis, described main frame includes two parallel the first mouldings and two the second parallel mouldings, the two ends of described second moulding are respectively perpendicular described first moulding of connection, described first Os Draconis are described in two between first moulding, the two ends of described first Os Draconis are respectively perpendicular described second moulding of connection, described second Os Draconis are described in two between second moulding, described bicarinate two ends are respectively perpendicular described first moulding of connection, described first Os Draconis intersect with the second Os Draconis and interfix in infall;Described jacking unit is fixed on described first Os Draconis and/or the second Os Draconis;Described support bar is resisted against described jacking unit。
2. according to claim 1 support arrangement, it is characterized in that: described first Os Draconis include the first top board and the both sides from described first top board are downwardly extending two the first parallel side plates, described second Os Draconis include the second top board and the both sides from described second top board are downwardly extending two the second parallel side plates, described jacking unit includes Gu Ding, two bolts, two collets, described Gu Ding is embedded and is fixed on described first Os Draconis, described Gu Ding is provided with two first accepting grooves being parallel to described first Os Draconis and at holding tank between the first accepting groove described in two, described holding tank is positioned at the underface of described first Os Draconis, described collet clamping is fixed on the bottom of described first Os Draconis, described collet is provided with two the second parallel accepting grooves, described first accepting groove, second accepting groove connects and is formed the straight trough housed for described bolt, bolt described in two can pass through pin pin sheet or bolted mode, and tension is solid, the bottom of described Gu Ding is further fixed on spacing pipe, described spacing pipe is provided with limit chamber, one end described limit chamber of traverse of described support bar and holding tank, and it is resisted against described Gu Ding。
3. according to claim 2 support arrangement, it is characterised in that: the bottom of described second top board is fixed with the reinforcement that some length directions along described second top board are arranged, and the two ends of described reinforcement connect the second side plate described in two respectively。
4. according to claim 3 support arrangement, it is characterised in that: described first Os Draconis and the second Os Draconis are connected and fixed on described main frame each through bolt mode。
5. according to claim 4 support arrangement, it is characterised in that: described first Os Draconis, the second Os Draconis, jacking unit are made by aluminium alloy。
6. according to claim 5 support arrangement, it is characterised in that: described support bar is made up of steel alloy。
7. according to claim 6 support arrangement, it is characterized in that: described support bar includes lower pipe, upper boom, spacer pin and hinged seat, one end of described upper boom is contained in described lower pipe, one end of the close described main frame of described lower pipe is provided with external screw thread, described hinged seat includes setting female cylinder, protrude out two parallel lugs of formation from all sides of described cylinder and by hinge in handle between block described in two, and described spacer pin is positioned at the top of described hinged seat and runs through described lower pipe and upper boom。
8. according to claim 6 support arrangement, it is characterized in that: described support bar includes lower beam and upper pipe, one end of described lower beam is provided with base plate, the other end is sheathed in described upper pipe, described lower beam is provided with external screw thread, described upper pipe is correspondingly provided with female thread, and one end week side of the close described base plate of described upper pipe is sheathed is fixed with adjusting nut。
9. require the support arrangement described in 8 according to profit, it is characterised in that: all sides outward of described adjusting nut has two adjustment handles, regulates the handle axisymmetrical along described interior bar described in two。
CN201610049874.5A 2016-01-26 2016-01-26 Supporting device Pending CN105696806A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106049859A (en) * 2016-07-01 2016-10-26 晟通科技集团有限公司 Floor formwork system and formwork matching method
CN107575024A (en) * 2016-07-04 2018-01-12 旺财有限公司 Formwork bracing system
CN108104356A (en) * 2017-12-30 2018-06-01 浙江亚厦装饰股份有限公司 Leveling fastens keel
CN108842964A (en) * 2018-06-27 2018-11-20 中国二十二冶集团有限公司 Steel construction assembled-type house Prefabricated superposed beam construction method
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
CN112252480A (en) * 2020-10-30 2021-01-22 中民筑友房屋科技(石首)有限公司 Load-bearing structure of prefabricated building and supporting principle thereof

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Publication number Priority date Publication date Assignee Title
CN101591973A (en) * 2009-06-25 2009-12-02 李斌 A kind of floor that is used for contains the early-dismantling formwork system that beam, plate and rod structure are built
CN202187547U (en) * 2011-06-17 2012-04-11 深圳汇林达科技有限公司 Light and high-strength alloy early-removed template system
CN102828611A (en) * 2011-06-17 2012-12-19 深圳汇林达科技有限公司 Early-removing template system and construction method thereof
WO2013139102A1 (en) * 2012-03-19 2013-09-26 山东普瑞玛模板有限公司 Early-removal formwork system for concreting of constructions comprising beams, plates and columns
CN203475832U (en) * 2013-09-13 2014-03-12 江苏中南建筑产业集团有限责任公司 Early-dismounted independent supporting strip

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101591973A (en) * 2009-06-25 2009-12-02 李斌 A kind of floor that is used for contains the early-dismantling formwork system that beam, plate and rod structure are built
CN202187547U (en) * 2011-06-17 2012-04-11 深圳汇林达科技有限公司 Light and high-strength alloy early-removed template system
CN102828611A (en) * 2011-06-17 2012-12-19 深圳汇林达科技有限公司 Early-removing template system and construction method thereof
WO2013139102A1 (en) * 2012-03-19 2013-09-26 山东普瑞玛模板有限公司 Early-removal formwork system for concreting of constructions comprising beams, plates and columns
CN203475832U (en) * 2013-09-13 2014-03-12 江苏中南建筑产业集团有限责任公司 Early-dismounted independent supporting strip

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106049859A (en) * 2016-07-01 2016-10-26 晟通科技集团有限公司 Floor formwork system and formwork matching method
CN106049859B (en) * 2016-07-01 2018-05-29 晟通科技集团有限公司 Floor template system and with mould method
CN107575024A (en) * 2016-07-04 2018-01-12 旺财有限公司 Formwork bracing system
CN108104356A (en) * 2017-12-30 2018-06-01 浙江亚厦装饰股份有限公司 Leveling fastens keel
CN108842964A (en) * 2018-06-27 2018-11-20 中国二十二冶集团有限公司 Steel construction assembled-type house Prefabricated superposed beam construction method
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
CN112252480A (en) * 2020-10-30 2021-01-22 中民筑友房屋科技(石首)有限公司 Load-bearing structure of prefabricated building and supporting principle thereof

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Application publication date: 20160622