CN106088587A - A kind of Combined formwork support system - Google Patents
A kind of Combined formwork support system Download PDFInfo
- Publication number
- CN106088587A CN106088587A CN201610668704.5A CN201610668704A CN106088587A CN 106088587 A CN106088587 A CN 106088587A CN 201610668704 A CN201610668704 A CN 201610668704A CN 106088587 A CN106088587 A CN 106088587A
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- China
- Prior art keywords
- plate
- support
- bar
- support unit
- mother plate
- Prior art date
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- Granted
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 29
- 230000001105 regulatory effect Effects 0.000 claims description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 238000010276 construction Methods 0.000 abstract description 9
- 238000009435 building construction Methods 0.000 abstract description 3
- 238000009416 shuttering Methods 0.000 description 6
- 239000000203 mixture Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000007634 remodeling Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of Combined formwork support system, belongs to technical field of building construction.Including beam bottom mother plate support means (3) and plate end template support means, beam bottom mother plate support means (3) is positioned at the downside of beam (2), plate end template support means is positioned at floor (1) downside, beam bottom mother plate support means (3) and the plate separate setting of end template support means, beam bottom mother plate support means (3) includes beam bottom mother plate support unit (11), side template support unit (12) and support bar, two side template support units (12) are disposed on beam bottom mother plate support unit (11), support bar is vertically fixed on the lower middle side part of beam bottom mother plate support unit (11), the bottom of support bar is fixedly connected with fixed mount (16).This Combined formwork support system, reasonable stress, improve template and concrete construction quality, and easy to operate, time and labour saving.
Description
Technical field
A kind of Combined formwork support system, belongs to technical field of building construction.
Background technology
In Building Construction, form work engineering construction uses tube and couple scaffold to support, fastener type steel pipe
Support is set up by field conditions little, and construction is more flexible, but not up to standardization of constructing, material, artificial consumption are big.Along with
The development of construction technology, straight cutting dish pin falsework is because its speed of application is fast, the advantage of time and labour saving is pushed away rapidly in recent years
Extensively, but straight cutting dish pin falsework is affected by self modulus, and at the bottom of beam and beam side, construction is much limited.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the deficiencies in the prior art, it is provided that one can realize shuttering supporting and be subject to
Power is reasonable, improve template concrete construction quality, the Combined formwork support system of time and labour saving.
The technical solution adopted for the present invention to solve the technical problems is: this Combined formwork support system, including at the bottom of beam
Mould plate supporting device and plate end template support means, beam bottom mother plate support means is positioned at the downside of beam, plate end template support means
It is positioned on the downside of floor, beam bottom mother plate support means and the plate separate setting of end template support means, beam bottom mother plate support means
Including beam bottom mother plate support unit, side template support unit and support bar, two side template support units are disposed on
On beam bottom mother plate support unit, support bar is vertically fixed on the lower middle side part of beam bottom mother plate support unit, and the bottom of support bar is solid
Determine connection and have fixed mount.
Beam bottom mother plate support means and the plate separate setting of end template support means in the present invention, beam bottom mother plate supports single
Unit passes through flitch support beam side template by flitch support beam end template, side template support unit, and when pouring, the weight of beam is all
Fall on support bar by beam bottom mother plate support unit, reasonable stress, improve template and concrete construction quality, save time province
Work.
Preferably, described plate end template support means includes vertical rod and horizon bar, connects between adjacent two vertical rods
Stating horizon bar, vertical rod is fixed with the connection dish for connecting horizon bar, horizon bar two ends are provided with and are connected the plug that dish coordinates.
Preferably, described side template support unit connects has the spacing of two side template support unit spacing of regulation to adjust
Joint mechanism.
Preferably, described distance regulating mechanism includes the adjusting screw rod being horizontally set on beam bottom mother plate support unit, beam
Side template support unit is provided with the screwed hole coordinated with adjusting screw rod, and beam bottom mother plate support unit is provided with gathering sill, beam side
Shuttering supporting unit slides laterally setting along gathering sill, and rotating adjusting screw rod clamping section can move along gathering sill.
Preferably, described distance regulating mechanism also includes expansion plate and fixing termination, and fixing termination is fixed on expansion plate
One end, adjusting screw rod is rotationally connected fixing termination, expansion plate offers the first spacing adjustment hole, on beam bottom mother plate support unit
It is provided with the second spacing adjustment hole, alignment pin or bolt and inserts the first corresponding spacing adjustment hole and the regulation of the second spacing
Hole, is fixed on the relevant position of beam bottom mother plate support unit by expansion plate.
Preferably, described fixed mount includes at least three supporting leg, and the upper end of supporting leg is connected on a upper mounted plate,
Supporting midleg and connect bottom plate by pull bar, the downside of upper mounted plate is fixed with a brace, and brace lower end is fixed on
Pull bar inner opposite end, brace is provided with drawknot button, and drawknot button one end is rotationally connected with brace, and the drawknot button other end buckles and supporting
On bar.
Preferably, the side of fixed plate and bottom plate is provided with the groove accommodating support bar, and drawknot button is vertically slided
Dynamic is arranged on brace.
Preferably, described supporting leg is 45 ° ~ 60 ° with the angle on ground, and the spacing of adjacent two supporting leg lower ends is more than
In 800mm.
Preferably, described support bar includes sleeve pipe, intubates and beam collet bar, and beam collet bar bottom is socketed in and intubates upper end,
Beam collet bar and be provided with the first height adjustment mechanism between intubating, beam bottom mother plate support unit is fixed on beam collet bar upper end, inserts
Pipe bottom is socketed with sleeve pipe, intubates and is provided with the second height adjustment mechanism between sleeve pipe.
Preferably, beam bottom mother plate support unit is the U-steel that Open Side Down, and distance regulating mechanism is arranged on U-steel
On the downside of horizontal part, side template support unit lower end connects distance regulating mechanism, and the horizontal part two ends of U-steel offer guiding
Groove, side template support unit protrudes upward gathering sill.
A kind of mold method, including two separate operations of formwork at the bottom of formwork at the bottom of beam and plate；
Formwork at the bottom of its central sill comprises the following steps:
Utilize fixed mount that combinations thereof formula form bracing system is fixed on precalculated position；
According to the width of beam, utilize the spacing of distance regulating mechanism two side template support units of regulation；
According to the absolute altitude of beam, the height of regulation support bar；
Beam bottom mother plate is fixed on the upside of beam bottom mother plate support unit by flitch, and side template is fixed on beam side by flitch
The inner side of shuttering supporting unit；
At the bottom of plate, formwork comprises the following steps:
According to the control line put well, jacking at the bottom of plate, as backing plate, is inserted vertical rod top by laying channel-section steel, first sets up one four and stands
Bar and the framework of four horizon bars, form a rock-steady structure, then extend based on this, often places a vertical rod and just uses
A piece horizon bar and the support set up connect, and the vertical rod distance from the wall in bracket lip should meet wall form and remove operation sky
Between, also should meet the stupefied force request of encorbelmenting of plate end template master.
According to plate end template absolute altitude, at the bottom of adjustable plate, jacking height is to the absolute altitude required, then places main on jacking at the bottom of plate
Stupefied, secondary stupefied, lay plate end template.
Compared with prior art, beam bottom mother plate support means and plate in the had the beneficial effect that present invention of the present invention
The separate setting of end template support means, beam bottom mother plate support unit passes through flitch support beam end template, and side template supports
Unit passes through flitch support beam side template, and when pouring, the weight of beam all falls on support bar by beam bottom mother plate support unit,
Reasonable stress, improves template concrete construction quality, time and labour saving.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of this Combined formwork support system.
Fig. 2 is the partial enlarged drawing in Fig. 1 at A.
Fig. 3 is the structural representation of beam bottom mother plate support means.
Fig. 4 is the partial enlarged drawing in Fig. 3 at B.
Fig. 5 is the partial enlarged drawing in Fig. 3 at C.
Fig. 6 is the structural representation of fixed mount.
Fig. 7 is the perspective view of beam bottom mother plate support unit and side template support unit.
Fig. 8 is the perspective view of beam bottom mother plate support unit and side template support unit.
Wherein: 1, floor 2, beam 3, beam bottom mother plate support means 4, vertical rod 5, horizon bar 6, beam side master be stupefied 7, plate
End master is stupefied 8, jacking 9, connection dish 10, plug 11, beam bottom mother plate support unit 12, side template support unit at the bottom of plate
13, beam collet bar 14, intubate 15, sleeve pipe 16, fixed mount 1601, supporting leg 1602, upper mounted plate 1603, groove
1604, brace 1605, drawknot button 1606, bottom plate 1607, pull bar the 17, first adjusting nut the 18, second adjusting nut
19, steady pin 20, hole 21, location, bolt 22, gathering sill 23, fixing termination 24, adjusting screw rod 25, expansion plate
26, screw support plate 27, side template 28, beam bottom mother plate.
Detailed description of the invention
Fig. 1 ~ 8 are the most preferred embodiments of this Combined formwork support system, and 1 ~ 8 couple of present invention does into one below in conjunction with the accompanying drawings
Step explanation.
With reference to Fig. 1 ~ 2, this Combined formwork support system, support dress including beam bottom mother plate support means 3 and plate end template
Putting, beam bottom mother plate support means 3 is positioned at the downside of beam 2, and plate end template support means is positioned on the downside of floor 1, and beam bottom mother plate supports
Device 3 and the plate separate setting of end template support means, plate end template support means includes vertical rod 4 and horizon bar 5, vertical rod 4
Lower end be fixed with branch sleeve, two vertical rods 4 that horizon bar 5 lateral connection is adjacent, beam bottom mother plate support means 3 includes at the bottom of beam
Shuttering supporting unit 11, side template support unit 12 and support bar, two side template support units 12 are disposed on beam
On end template support unit 11, support bar is vertically fixed on the lower middle side part of beam bottom mother plate support unit 11, the bottom of support bar
It is fixedly connected with fixed mount 16.Beam bottom mother plate support means 3 and the plate separate setting of end template support means, beam in the present invention
End template support unit 11 is by flitch support beam end template 28, and side template support unit 12 is by flitch support beam side template
27, when pouring, the weight of beam 2 is all passed through beam bottom mother plate support unit 11 and is fallen on support bar, and reasonable stress improves template
And concrete construction quality, time and labour saving.
With reference to Fig. 2, the outside of side template 27 is provided with beam side master stupefied 6, is provided with wood between beam side master stupefied 6 and side template 27
Side, side template support unit 12 is arranged on outside the flitch of side template 27.Beam bottom mother plate 28 and two ends shuttering supporting unit
Between also be provided with flitch.Being fixed with the connection dish 9 for connecting horizon bar 5 in vertical rod 4, horizon bar 5 two ends are provided with and are connected dish 9
The plug 10 coordinated.Vertical rod 4 upper end is provided with jacking 8 at the bottom of plate, and the upper end of jacking 8 at the bottom of plate is fixed with master at the bottom of plate stupefied 7 by U-shaped part.
Vertical rod 4 upper end is fixed with master at the bottom of plate stupefied 7 by jacking 8 at the bottom of plate, and the lower end of jacking 8 at the bottom of plate is inserted in vertical rod 4, outside jacking 8 at the bottom of plate
Side is screw thread and threaded has altitude mixture control nut, and altitude mixture control nut falls in vertical rod 4 upper end, rotate altitude mixture control nut from
And regulating its axial location on jacking at the bottom of plate 8, at the bottom of adjustable plate, jacking 8 stretches out the height of vertical rod 4.
With reference to Fig. 3, support unit connects the distance regulating mechanism having two side template support unit 12 spacing of regulation, supports
The height adjustable of bar, spacing regulation adapts to the beam 2 of different in width, and the height of regulation support bar adapts to the beam 2 of different level, uses
Convenient.In order to preferably regulate the height of support bar, the support bar in the present embodiment include sleeve pipe 15, intubate 14 and beam at the bottom of
Pressure pin 13, beam collet bar 13 bottom is socketed in and intubates 14 upper ends, beam collet bar 13 and intubate and be provided with the first altitude mixture control between 14
Mechanism, beam bottom mother plate support unit 11 is fixed on beam collet bar 13 upper end, intubates 14 bottoms and be socketed with sleeve pipe 15, intubates 14 and overlaps
The second height adjustment mechanism it is provided with between pipe 15.The lower end of sleeve pipe 15 is provided with base.
With reference to Fig. 4, having external screw thread outside the beam collet bar 13 in the present embodiment, described first height adjustment mechanism is the
One adjusting nut 17, the first adjusting nut 17 threaded beam collet bar 13, the first adjusting nut 17 falls in the upper end intubating 14,
Change its height on beam collet bar 13 by rotating the first adjusting nut 17, thus regulate beam bottom mother plate support unit
The height of 11.
With reference to Fig. 5, the second height adjustment mechanism includes that the second adjusting nut 18, steady pin 19 and being opened in intubates on 14
Hole, multiple location 20, there is outside the upper end of sleeve pipe 15 screw thread and threaded with the second adjusting nut 18, and sleeve pipe 15
Upper end be further opened with vertical bar hole, steady pin 19 is through hole 20, location and bar hole, and steady pin 19 is positioned at the second regulation
The upside of nut 18, rotates the second adjusting nut 18 thus changes its height and position, thus change steady pin 19 in bar hole
Height and position, and then the height and position of steady pin 19 can be finely adjusted, alignment pin inserts different holes, location 20 then
Quickly the height intubating 14 can be carried out the regulation of bigger stroke.
With reference to Fig. 6, fixed mount 16 includes that at least three supporting leg 1601, the upper end of supporting leg 1601 are connected to one the most admittedly
Determining on plate 1602, the middle part of supporting leg 1601 connects bottom plate 1606 by pull bar 1607, and the downside of upper mounted plate 1602 is solid
Surely having a brace 1604, brace 1604 lower end to be fixed on pull bar 1607 inner opposite end, brace 1604 is provided with drawknot button 1605,
Drawknot button 1605 one end is rotationally connected with brace 1604, and drawknot button 1605 other end buckles on support bar.Supporting leg 1601 with
The angle on ground is 45 ° ~ 60 °, and the spacing of adjacent two supporting leg 1601 lower ends is more than or equal to 800mm.Upper mounted plate 1602
Side is provided with the groove 1603 accommodating support bar, and what drawknot button 1605 was vertically slidable is arranged on brace 1604.Two supporting legs
Bolt dismountable connection upper mounted plate 1602 is passed through in 1601 upper ends, and pull bar 1607 and bottom plate 1606 are also can by bolt
The connection of dismounting, it is possible to achieve the folding of fixed mount 16.
With reference to Fig. 7 ~ 8, distance regulating mechanism includes the adjusting screw rod 24 being horizontally set on beam bottom mother plate support unit 11,
Side template support unit 12 is provided with the screwed hole coordinated with adjusting screw rod 24, and beam bottom mother plate support unit 11 is provided with guiding
Groove 22, the setting that side template support unit 12 slides laterally along gathering sill 22, rotating adjusting screw rod 24 clamping section can be along guiding
Groove 22 moves.
In order to quickly regulate side template support unit 12, the distance regulating mechanism in the present embodiment also includes stretching
Contracting plate 25 and fixing termination 23, fixing termination 23 is fixed on one end of expansion plate 25, and adjusting screw rod 24 is rotationally connected fixing termination
23, expansion plate 25 offers the first spacing adjustment hole, beam bottom mother plate support unit 11 is provided with the second spacing adjustment hole, location
Pin or bolt 21 insert the first corresponding spacing adjustment hole and the second spacing adjustment hole, are fixed at the bottom of beam by expansion plate 25
The relevant position of shuttering supporting unit 11.
Beam bottom mother plate support unit 11 is the U-steel that Open Side Down, and distance regulating mechanism is arranged on the horizontal part of U-steel
Downside, side template support unit 12 lower end connects distance regulating mechanism, and the horizontal part two ends of U-steel offer gathering sill 22,
Side template support unit 12 protrudes upward gathering sill 22.The downside of beam bottom mother plate support unit 11 is fixedly arranged in the middle of screw support
Plate 26, one end of adjusting screw rod 24 is rotationally connected with fixing termination 23, and the other end is rotationally connected with screw support plate 26, beam side
What plate support unit 12 level was slided is arranged between fixing termination 23 and screw support plate 26.
The present invention also provides for a kind of mold method, including two separate operations of formwork at the bottom of formwork at the bottom of beam and plate；
Formwork at the bottom of its central sill comprises the following steps:
Utilize fixed mount 16 that beam bottom mother plate support means is fixed on the precalculated position below beam；Specifically sleeve pipe 15 is fixed on
In the groove 1603 of upper mounted plate 1602, upward sliding drawknot button 1605, rotate drawknot button 1605 after sliding into correct position and make
It buckles on sleeve pipe 15, so that sleeve pipe 15 is fixed together with fixed mount 16, utilizes fixed mount 16 to prevent support bar from occurring
Rock.
According to the absolute altitude of beam 2, the height of regulation support bar；First it is that the absolute altitude according to beam 2 selects suitably hole 20, location,
Then regulate the second adjusting nut 18 to be finely adjusted, steady pin 19 is inserted in the hole, location 20 adapted, then can also lead to
Cross the first adjusting nut 17 and regulate beam collet bar 13 and the height of beam bottom mother plate support unit 11.
According to the width of beam 2, utilize the spacing of distance regulating mechanism two side template support units 12 of regulation；If beam
The size of 2 is relatively big, and first with expansion plate 25 transverse shifting, bolt 21 inserts the first spacing adjustment hole and second of correspondence
Spacing adjustment hole thus by fixing for expansion plate 25 in place, so can quickly regulate side template support unit 12
Spacing, is then rotated further by adjusting screw rod 24 so that side template support unit 12 slides laterally along gathering sill 22, finally adjusts
Whole to suitable spacing, make the flitch outside side template support unit 12 clamped beam side template 27.
Beam bottom mother plate 28 is fixed on the upside of beam bottom mother plate support unit 11 by flitch, and side template 27 is solid by flitch
Being scheduled on inside side template support unit 12, the lower end of side template 27 is supported on beam bottom mother plate support unit 11.
At the bottom of plate, formwork comprises the following steps:
According to the control line put well, jacking at the bottom of plate 8, as backing plate, is inserted vertical rod 4 top, first sets up one four by laying channel-section steel
Vertical rod 4 and the framework of four horizon bars 5, form a rock-steady structure, then extend based on this, often places a vertical rod
4 just connect with a horizon bar 5 and the support set up, and vertical rod 4 distance from the wall in bracket lip should meet wall form and remove
Working space, also should meet the stupefied force request of encorbelmenting of plate end template master.
According to plate end template absolute altitude, jacking 8 at the bottom of adjustable plate, highly to the absolute altitude required, is then placed on jacking at the bottom of plate 8
Main stupefied, secondary stupefied, lay plate end template.
The above, be only presently preferred embodiments of the present invention, is not the restriction that the present invention makees other form, appoints
What those skilled in the art changed possibly also with the technology contents of the disclosure above or be modified as equivalent variations etc.
Effect embodiment.But every without departing from technical solution of the present invention content, the technical spirit of the foundation present invention is to above example institute
Any simple modification, equivalent variations and the remodeling made, still falls within the protection domain of technical solution of the present invention.
Claims (10)
1. a Combined formwork support system, it is characterised in that: include that beam bottom mother plate support means (3) and plate end template support
Device, beam bottom mother plate support means (3) is positioned at the downside of beam (2), and plate end template support means is positioned at floor (1) downside, at the bottom of beam
Mould plate supporting device (3) and the plate separate setting of end template support means, beam bottom mother plate support means (3) includes beam bottom mother plate
Support unit (11), side template support unit (12) and support bar, two side template support units (12) are disposed on
On beam bottom mother plate support unit (11), support bar is vertically fixed on the lower middle side part of beam bottom mother plate support unit (11), support bar
Bottom be fixedly connected with fixed mount (16).
A kind of Combined formwork support system the most according to claim 1, it is characterised in that: described plate end template supports dress
Putting and include vertical rod (4) and horizon bar (5), connecting between adjacent two vertical rods (4) has described horizon bar (5), and vertical rod (4) is upper fixing
Having the connection dish (9) for connecting horizon bar (5), horizon bar (5) two ends are provided with and are connected the plug (10) that dish (9) coordinates.
A kind of Combined formwork support system the most according to claim 1, it is characterised in that: described side template supports single
Unit (12) connects the distance regulating mechanism having two side template support unit (12) spacing of regulation.
A kind of Combined formwork support system the most according to claim 3, it is characterised in that: described distance regulating mechanism bag
Include the adjusting screw rod (24) being horizontally set on beam bottom mother plate support unit (11), side template support unit (12) be provided with
The screwed hole that adjusting screw rod (24) coordinates, beam bottom mother plate support unit (11) is provided with gathering sill (22), and side template supports single
Unit (12) slides laterally setting along gathering sill (22), and rotating adjusting screw rod (24) clamping section can be mobile along gathering sill (22).
A kind of Combined formwork support system the most according to claim 4, it is characterised in that: described distance regulating mechanism is also
Including expansion plate (25) and fixing termination (23), fixing termination (23) is fixed on one end of expansion plate (25), adjusting screw rod (24)
It is rotationally connected fixing termination (23), expansion plate (25) offers the first spacing adjustment hole, on beam bottom mother plate support unit (11)
It is provided with the second spacing adjustment hole, alignment pin or bolt (21) and inserts the first corresponding spacing adjustment hole and the second spacing tune
Knothole, is fixed on the relevant position of beam bottom mother plate support unit (11) by expansion plate (25).
A kind of Combined formwork support system the most according to claim 1, it is characterised in that: described fixed mount (16) includes
At least three supporting leg (1601), the upper end of supporting leg (1601) is connected on a upper mounted plate (1602), supporting leg
(1601) middle part connects bottom plate (1606) by pull bar (1607), and the downside of upper mounted plate (1602) is fixed with one tiltedly
Bar (1604), brace (1604) lower end is fixed on pull bar (1607) inner opposite end, and brace (1604) is provided with drawknot button (1605),
Drawknot button (1605) one end is rotationally connected with brace (1604), and drawknot button (1605) other end buckles on support bar.
A kind of Combined formwork support system the most according to claim 6, it is characterised in that: fixed plate (1602)
The groove (1603) accommodating support bar, drawknot button (1605) vertically slidable being arranged on it is provided with the side of bottom plate (1606)
On brace (1604).
A kind of Combined formwork support system the most according to claim 6, it is characterised in that: described supporting leg (1601) with
The angle on ground is 45 ° ~ 60 °, and the spacing of adjacent two supporting leg (1601) lower ends is more than or equal to 800mm.
A kind of Combined formwork support system the most according to claim 1, it is characterised in that: described support bar includes sleeve pipe
(15), intubating (14) and beam collet bar (13), beam collet bar (13) bottom is socketed in and intubates (14) upper end, beam collet bar (13) with
Intubating and be provided with the first height adjustment mechanism between (14), beam bottom mother plate support unit (11) is fixed on beam collet bar (13) upper end,
Intubate (14) bottom to be socketed with sleeve pipe (15), intubate and be provided with the second height adjustment mechanism between (14) and sleeve pipe (15).
A kind of Combined formwork support system the most according to claim 3, it is characterised in that: beam bottom mother plate support unit
(11) being the U-steel that Open Side Down, distance regulating mechanism is arranged on the downside of the horizontal part of U-steel, side template support unit
(12) lower end connects distance regulating mechanism, and the horizontal part two ends of U-steel offer gathering sill (22), side template support unit
(12) gathering sill (22) is protruded upward.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610668704.5A CN106088587B (en) | 2016-08-16 | 2016-08-16 | A kind of Combined formwork support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610668704.5A CN106088587B (en) | 2016-08-16 | 2016-08-16 | A kind of Combined formwork support system |
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| Publication Number | Publication Date |
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| CN106088587A true CN106088587A (en) | 2016-11-09 |
| CN106088587B CN106088587B (en) | 2019-04-26 |
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| CN201610668704.5A Active CN106088587B (en) | 2016-08-16 | 2016-08-16 | A kind of Combined formwork support system |
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| CN114033170A (en) * | 2021-12-02 | 2022-02-11 | 中冶建工集团有限公司 | Concrete beam body assembled template structure |
| CN114135096A (en) * | 2021-12-31 | 2022-03-04 | 浙江城建建设集团有限公司 | Ultrahigh structure formwork construction platform and implementation method thereof |
| CN115323858A (en) * | 2022-08-30 | 2022-11-11 | 中国十七冶集团有限公司 | Reinforcing construction method for section steel combined disc buckling frame ground garage top plate roadway |
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| CN110439259A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | Fit structure and construction method between aluminum alloy pattern plate and plank sheathing |
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| CN110485723A (en) * | 2019-09-20 | 2019-11-22 | 天津天一建设集团有限公司 | Early demolition system and construction method of adjustable free end support formwork of lifting lattice flat frame |
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| CN111287450A (en) * | 2020-04-02 | 2020-06-16 | 中建四局第五建筑工程有限公司 | A beam bottom arching support formwork device |
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| CN112227712B (en) * | 2020-10-14 | 2022-07-19 | 山东清河建工有限责任公司 | Lateral supporting device for wall construction |
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| CN114033170B (en) * | 2021-12-02 | 2023-02-24 | 中冶建工集团有限公司 | Concrete beam body assembled template structure |
| CN114135096A (en) * | 2021-12-31 | 2022-03-04 | 浙江城建建设集团有限公司 | Ultrahigh structure formwork construction platform and implementation method thereof |
| CN115323858A (en) * | 2022-08-30 | 2022-11-11 | 中国十七冶集团有限公司 | Reinforcing construction method for section steel combined disc buckling frame ground garage top plate roadway |
| CN117287026A (en) * | 2023-11-13 | 2023-12-26 | 中冶建工集团有限公司 | Combined construction method of attached lifting scaffolding and wooden formwork in high-rise residential buildings |
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