CN108979134A - A kind of construction method of form bracing system - Google Patents
A kind of construction method of form bracing system Download PDFInfo
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- CN108979134A CN108979134A CN201810670799.3A CN201810670799A CN108979134A CN 108979134 A CN108979134 A CN 108979134A CN 201810670799 A CN201810670799 A CN 201810670799A CN 108979134 A CN108979134 A CN 108979134A
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- support
- rod
- connector
- brace
- support rod
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- 238000010276 construction Methods 0.000 title claims abstract description 26
- 238000000034 method Methods 0.000 claims abstract description 19
- 230000008569 process Effects 0.000 claims abstract description 14
- 239000007787 solid Substances 0.000 claims 2
- 238000005336 cracking Methods 0.000 abstract description 8
- 238000002474 experimental method Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 5
- 230000007306 turnover Effects 0.000 description 4
- 230000008859 change Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 238000009432 framing Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009417 prefabrication Methods 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
- 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
-
- 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
- E04G11/483—Supporting heads
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to a kind of construction method of form bracing system, include the following steps: that (1) sets up support unit；(2) it consolidates support rod and adjusts support unit position, so that each support rod is aligned setting in length and breadth；(3) each support frame unit is connected by connecting rod integral, wherein, connecting rod includes transverse bar and longitudinal rod, the two is arranged along the length direction of precast floor slab and width direction respectively, longitudinal rod is first arranged in the erection process of connecting rod to connect the support rod of multiple rows of longitudinally-aligned setting, transverse bar is then arranged again will arrange the support rod of laterally aligned setting to connect more；(4) it is laid with precast floor slab.In the support system set up using the above method, when upper, connecting rod is small apart from back gauge using connecting rod be arranged along floor length direction, simply supported beam calculating can be pressed, into calculating is crossed, is met the requirements, floor will not cracking.And verified by many experiments, the set-up mode that transverse bar is located at the top of longitudinal rod will not cracking, and meet calculated result.
Description
Technical field
The invention belongs to construction engineering technical fields, and in particular to a kind of construction method of form bracing system.
Background technique
Conventional construction method is compared in prefabrication construction, substantially reduces the amount of setting up of template and scaffold.?
During superimposed sheet installation, what is widely applied at present is independent support system and full framing system, and assembled architecture is applied
The arrangement independently supported in work is more dispersed, and the independent horizontal superposed member for supporting top often plays template in the construction process
Effect, need to undertake construction loads, so the stability independently supported is just particularly important, independent support system exists anti-
Horizontal disturbance ability is poor, easily occurs leading to independent the problem of supporting inclination because of horizontal disturbance.Full framing system sets up process work
Sequence is various, influences construction speed.This equipment has the advantages that support system once-paving in place and anti-side direction perturbation ability is strong.
In conclusion it is urgent to provide one kind can effectively reduce the good form bracing system of floor cracking, stability
Construction method.
Summary of the invention
The object of the present invention is to provide kinds can effectively reduce applying for the good form bracing system of floor cracking, stability
Work method.
Above-mentioned purpose is to be achieved through the following technical solutions: a kind of construction method of form bracing system, the floor by
Bracket assembly support, support frame as described above component includes multiple groups support unit, and the support unit includes two or more supports
Bar, by firm bar connection between the support rod, the construction method of the form bracing system includes the following steps:
(1) support unit is set up, each support unit is arranged in designated position；
(2) support rod is consolidated using firm bar and adjust support unit position, so that each support rod is aligned setting in length and breadth；
(3) each support frame unit is connected by connecting rod integral, wherein connecting rod includes transverse bar and longitudinal rod, described
Transverse bar and longitudinal rod are arranged along the length direction of precast floor slab and width direction respectively, and first setting is vertical in the erection process of connecting rod
The support rod of multiple rows of longitudinally-aligned setting is connected to bar, then the support that transverse bar will arrange laterally aligned setting more is set again
Bar connection guarantees that transverse bar is located at the top of the longitudinal rod；
(4) it is laid with precast floor slab, wherein the bottom surface of precast floor slab is contacted with the transverse bar.
In the support system set up using the above method, when the connecting rod being arranged along floor width direction is when upper, according to outstanding
Outrigger is calculated, and is least favorable section, warp in floor span centre position and supporting point position under the action of evenly load
Calculating discovery is crossed, floor middle position or supporting point position can crack, and lead to component damage.When using along floor length direction
For the connecting rod of setting when upper, connecting rod is small apart from back gauge, can press simply supported beam calculating, calculate, meet the requirements, floor will not into crossing
Cracking.And verified by many experiments, the set-up mode that transverse bar is located at the top of longitudinal rod will not cracking, and meet calculating knot
Fruit.In addition the turnover of bracket assembly fast assembling-disassembling, the operating condition that can adapt to complexity, stability are strong, and process is set up in transport
Simply.
Further technical solution is, the top of the support rod is equipped with jacking, the jacking include at least load-bearing part with
And the multiple limited blocks of setting on the load bearing member, the multiple limited block is uniformly distributed along the circumferential direction of the load-bearing part, adjacent to set
Card slot is formed between the limited block set, the angle of the center line of two adjacent card slots is predetermined angular, will place in the step (3)
It is connected and fixed in the support rod on same straight line using a connecting rod, connecting rod is connected in the card slot.
The present invention at the top of the body of rod of support rod by being arranged jacking, and wherein jacking is equipped with the card slot of Modular design,
In actual application, multiple support bar groups are at support frame unit, are connected in the card slot using connecting rod and multiple supports
The connection of frame unit is integral, is combined into bracket assembly.The card slot of Modular design can be clamped card slot in multiple design angles, have
Conducive to the variation of the position grouping of support frame unit, it can adapt to complicated operating condition and to set up process simple.This support frame
The turnover of component fast assembling-disassembling, the operating condition that can adapt to complexity, stability are strong, and it is simple that process is set up in transport.
Further technical solution is that the angle of two adjacent card slot center lines is 15 °, 30 °, 45 ° or 60.
Further technical solution is that the load-bearing part is top plate, and the top plate bottom is equipped with positioning column, the support rod
The body of rod at the top of be equipped with vertical location hole, the positioning column, which is worn, connects the location hole, the positioning column be screw rod, the positioning
The screw hole that screw rod described in Kong Weiyu matches after being laid with precast floor slab in the step (4), passes through and adjusts positioning column and adjust floor
Levelness.
Further technical solution is, support frame as described above unit includes three support rods, by the branch in the step (1)
The setting of support unit side-by-side registration.Support frame unit is triangle, and stability is more preferable, and the combination ability of triangle is stronger, can be with
Adapt to complicated operating condition.
Further technical solution is that the firm bar is brace, and the brace includes at least the first brace, phase
The first connector and the second connector are respectively equipped on the support rod of neighbour's setting, and the both ends of first brace are respectively with first
Connector and the second connector are hinged, and described have the first connector and the second connector at least one is active connection, described
Active connection can slide along the support rod and can be fixed on by fastener the predetermined position of the support rod；The step
(1) in, the support frame unit closed up is opened, active connection slides into the predetermined position of support rod, the step (2) at this time
The middle predetermined position that active connection is fixed on to support rod using fastener.
The present invention can carry out folding and unfolding simultaneously, and non-supported state can close up support frame, and active connection can be along institute when closing up
Support rod sliding is stated convenient for folding and unfolding, facilitates storage, transport.Sustainable frame unit need to only be opened to suitable position when setting up support
It sets, adjust bearing height and active connection is fixed on to the fixation position of support rod by fastener.The configuration of the present invention is simple
Reliably, facilitate storage, transport, and to set up process simple for the anti-strong support system of horizontal disturbance ability.
Further technical solution is that the active connection includes latch closure, and the latch closure is set in the upright bar, institute
Latch closure is stated equipped with tight lock part and the interconnecting piece for connecting brace, the fastener acts on the tight lock part and can be by institute
Latch closure is stated securely to be fastened in the upright bar.
Further technical solution is that elastic component is equipped in the latch closure of the active connection.In this way, when fastener is tightened
When, the latch closure of active connection can be close to the bar wall of support rod, prevent latch closure from sliding, when fastener comes loose, elastic component can
Directly to flick fastener and tube wall, separated contact surfaces reduce frictional resistance, are conducive to closing up for support unit.
Further technical solution is that the brace includes the first brace and the second brace arranged in a crossed manner, phase
Third connector and the 4th connector are further respectively had on the support rod of neighbour's setting, and the both ends of second brace are respectively with the
Three connectors and the 4th connector are hinged, and described have third connector and the 4th connector at least one is the flexible connection
Part.In this way, globality of the present invention is more preferable, support rod unstability risk is reduced, stress is more reasonable, and anti-roll capability is strong.
Further technical solution is that first connector is located at the top of the third connector, and the described 4th connects
Fitting is located at the top of second connector, and the first connector and the 4th connector stated is the flexible connection
Part, first brace and second brace are hinged in cross part；It further include step after the completion of step (4) support
(5): connecting rod of dismantling, loosening fasteners collapse support unit, close up support along the hinge of the first brace and the second brace
Bar, active connection is moved up along support rod at this time.
Further technical solution is that the latch closure is equipped with notch, and the gap edge is equipped with two pieces of otic placodes, the otic placode
Equipped with jack hole, the fastener is fastening bolt, and the fastening bolt, which is worn, connects the jack hole.Changed by adjusting fastening bolt
Become the distance between otic placode and then change the diameter of latch closure, achieve the purpose that elastic latch closure, in this way, structure is simple, operation is controllable.
Further technical solution is that the latch closure is equipped with multiple interconnecting pieces, the setting of interconnecting piece interval predetermined angular.
In this way, forming entirety convenient for connecting multiple upright bars being oppositely arranged by brace, preferably interconnecting piece is vertically arranged.
Detailed description of the invention
The attached drawing for constituting a part of the invention is used to provide further understanding of the present invention, schematic reality of the invention
It applies example and its explanation is used to explain the present invention, do not constitute improper limitations of the present invention.
Fig. 1 is the structural schematic diagram of support system involved in one embodiment of the present invention；
Fig. 2 is the front schematic view of support system involved in one embodiment of the present invention；
Fig. 3 is the structural schematic diagram of support rod involved in one embodiment of the present invention；
Fig. 4 is the structural schematic diagram of jacking involved in one embodiment of the present invention；
Fig. 5 is the top view of jacking involved in Fig. 4；
Fig. 6 is the structural schematic diagram of support frame unit involved in one embodiment of the present invention；
Fig. 7 and Fig. 8 is the structural schematic diagram of active connection involved in one embodiment of the present invention；
Fig. 9 is the top view of active connection involved in one embodiment of the present invention.
In figure:
1 support rod, 2 body of rod, 3 jacking, 4 load-bearing part
5 limited block, 6 card slot, 7 positioning column, 8 first brace
9 second brace, 10 first 11 second connector of connector, 12 third connector
13 the 4th connector, 14 latch closure, 15 notch, 16 otic placode
17 jack hole, 18 interconnecting piece, 19 transverse bar, 20 elastic component
21 longitudinal rods
Specific embodiment
Present invention will now be described in detail with reference to the accompanying drawings., the description of this part be only it is exemplary and explanatory, do not answer
There is any restriction effect to protection scope of the present invention.In addition, description of the those skilled in the art according to this document, it can be right
Feature in this document in embodiment and in different embodiments carries out the corresponding combination.
The embodiment of the present invention is as follows, and such as Fig. 1 and Fig. 2, a kind of construction method of form bracing system, the floor is by supporting
Frame modular support, support frame as described above component include multiple groups support unit, and the support unit includes two or more support rods 1,
By firm bar connection between the support rod 1, the construction method of the form bracing system includes the following steps:
(1) support unit is set up, each support unit is arranged in designated position；
(2) support rod 1 is consolidated using firm bar and adjust support unit position, so that each support rod 1 is aligned setting in length and breadth；
(3) each support frame unit being connected by connecting rod integral, wherein connecting rod includes transverse bar 19 and longitudinal rod 21,
The transverse bar 19 and longitudinal rod 21 are arranged along the length direction of precast floor slab and width direction respectively, in the erection process of connecting rod
First setting longitudinal rod 21 connects the support rod 1 of multiple rows of longitudinally-aligned setting, and transverse bar 19 is then arranged again will arrange transverse direction more
The support rod 1 of alignment setting connects, and guarantees that transverse bar 19 is located at the top of the longitudinal rod 21；
(4) it is laid with precast floor slab, wherein the bottom surface of precast floor slab is contacted with the transverse bar 19.
In the support system set up using the above method, when the connecting rod being arranged along floor width direction is when upper, according to outstanding
Outrigger is calculated, and is least favorable section, warp in floor span centre position and supporting point position under the action of evenly load
Calculating discovery is crossed, floor middle position or supporting point position can crack, and lead to component damage.When using along floor length direction
For the connecting rod of setting when upper, connecting rod is small apart from back gauge, can press simply supported beam calculating, calculate, meet the requirements, floor will not into crossing
Cracking.And verified by many experiments, the set-up mode that transverse bar 19 is located at the top of longitudinal rod 21 will not cracking, and meet calculating
As a result.In addition the turnover of bracket assembly fast assembling-disassembling, the operating condition that can adapt to complexity, stability are strong, and process work is set up in transport
Sequence is simple.
On the basis of the above embodiments, in another embodiment of the present invention, as the top of Fig. 3~5, the support rod 1 is set
There are jacking 3, multiple limited blocks 5 that the jacking 3 includes at least load-bearing part 4 and is arranged on load-bearing part 4, the multiple limit
Block 5 is uniformly distributed along the circumferential direction of the load-bearing part 4, and card slot 6 is formed between the limited block 5 being disposed adjacent, two adjacent card slots 6
The angle of center line is predetermined angular, connects the support rod 1 on same straight line using a connecting rod in the step (3)
Fixed, connecting rod is connected in the card slot 6.
The present invention at the top of the body of rod 2 of support rod 1 by being arranged jacking 3, and wherein jacking 3 is equipped with the card of Modular design
Slot 6, in actual application, multiple support rods 1 form support frame unit, are connected in the card slot 6 using connecting rod and more
A support frame unit connection is integral, is combined into bracket assembly.The card slot 6 of Modular design can be clamped in multiple design angles
Card slot 6 is conducive to the variation of the position grouping of support frame unit, can adapt to complicated operating condition and to set up process simple.
The turnover of this bracket assembly fast assembling-disassembling, the operating condition that can adapt to complexity, stability are strong, and it is simple that process is set up in transport.
On the basis of the above embodiments, in another embodiment of the present invention, such as Fig. 5, two adjacent 6 center lines of card slot
Angle is 15 °, 30 °, 45 ° or 60.
On the basis of the above embodiments, in another embodiment of the present invention, such as Fig. 4 and Fig. 5, the load-bearing part 4 is top plate,
The top plate bottom is equipped with positioning column 7, is equipped with vertical location hole at the top of the body of rod 2 of the support rod 1, the positioning column 7 is worn
The location hole is connect, the positioning column 7 is screw rod, and the location hole is the screw hole matched with the screw rod, the step (4)
After middle laying precast floor slab, floor levelness is adjusted by adjusting positioning column 7.
On the basis of the above embodiments, in another embodiment of the present invention, such as Fig. 6, support frame as described above unit includes three
Support rod 1 support frame as described above unit side-by-side registration is arranged in the step (1).Support frame unit is triangle, and stability is more
Good, the combination ability of triangle is stronger, is adapted to complicated operating condition.
On the basis of the above embodiments, in another embodiment of the present invention, such as Fig. 6, the firm bar is brace, described
Brace includes at least the first brace 8, is respectively equipped with the first connector 10 and the second connector on the support rod 1 being disposed adjacent
11, the both ends of first brace 8 are hinged with the first connector 10 and the second connector 11 respectively, described to have the first connector
10 and second connector 11 at least one be active connection, the active connection can along the support rod 1 slide and can lead to
Cross the predetermined position that fastener is fixed on the support rod 1；In the step (1), the support frame unit closed up is opened, at this time
Active connection slides into the predetermined position of support rod 1, uses fastener that active connection is fixed on branch in the step (2)
The predetermined position of strut 1.
The present invention can carry out folding and unfolding simultaneously, and non-supported state can close up support frame, and active connection can be along institute when closing up
The sliding of support rod 1 is stated convenient for folding and unfolding, facilitates storage, transport.Sustainable frame unit need to only be opened to suitable position when setting up support
It sets, adjust bearing height and active connection is fixed on to the fixation position of support rod 1 by fastener.The configuration of the present invention is simple
Reliably, facilitate storage, transport, and to set up process simple for the anti-strong support system of horizontal disturbance ability.
On the basis of the above embodiments, in another embodiment of the present invention, such as Fig. 7~9, the active connection includes ring
Button 14, the latch closure 14 is set in the upright bar, and the latch closure 14 is equipped with tight lock part and the connection for connecting brace
Portion 18, the fastener act on the tight lock part and the latch closure 14 securely can be fastened in the upright bar.
On the basis of the above embodiments, in another embodiment of the present invention, such as Fig. 8 and Fig. 9, the ring of the active connection
Elastic component 20 is equipped in button 14.In this way, the latch closure 14 of active connection can be close to the bar of support rod 1 when fastener is tightened
Wall prevents latch closure 14 from sliding, and when fastener comes loose, elastic component 20 can directly flick fastener and tube wall, separated contact surfaces, drop
Low friction resistance is conducive to closing up for support unit.
On the basis of the above embodiments, in another embodiment of the present invention, such as Fig. 6, the brace includes arranged in a crossed manner
The first brace 8 and the second brace 9, third connector 12 and the 4th is further respectively had on the support rod 1 being disposed adjacent and is connected
Fitting 13, the both ends of second brace 9 are hinged with third connector 12 and the 4th connector 13 respectively, described to have third company
Fitting 12 and the 4th connector 13 at least one be the active connection.In this way, globality of the present invention is more preferable, support is reduced
1 unstability risk of bar, stress is more reasonable, and anti-roll capability is strong.
On the basis of the above embodiments, in another embodiment of the present invention, such as Fig. 6, first connector 10 is located at institute
The top of third connector 12 is stated, the 4th connector 13 is located at the top of second connector 11, described to state the first company
Fitting 10 and the 4th connector 13 are the active connection, and first brace 8 and second brace 9 are being handed over
Fork is hinged；Further include step (5) after the completion of step (4) support: connecting rod of dismantling, loosening fasteners receive support unit
Hold together, the hinge along the first brace 8 and the second brace 9 closes up support rod 1, and active connection is moved up along support rod 1 at this time.
On the basis of the above embodiments, in another embodiment of the present invention, such as Fig. 7, the latch closure 14 is equipped with notch 15, institute
15 edge of notch is stated equipped with two pieces of otic placodes 16, the otic placode 16 is equipped with jack hole 17, and the fastener is fastening bolt, described tight
Fixing bolt, which is worn, connects the jack hole 17.Change the straight of the distance between otic placode 16 change latch closure 14 by adjusting fastening bolt
Diameter achievees the purpose that elastic latch closure 14, in this way, structure is simple, operation is controllable.
On the basis of the above embodiments, in another embodiment of the present invention, such as Fig. 7, the latch closure 14 is equipped with multiple connections
Portion 18, the interconnecting piece 18 are spaced predetermined angular setting.In this way, convenient for connecting multiple upright bar shapes being oppositely arranged by brace
Integral, preferably interconnecting piece 18 is vertically arranged.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (10)
1. a kind of construction method of form bracing system, the floor are supported by bracket assembly, which is characterized in that the support
Frame component includes multiple groups support unit, and the support unit includes two or more support rods, is passed through between the support rod steady
Solid rod connection, the construction method of the form bracing system include the following steps:
(1) support unit is set up, each support unit is arranged in designated position；
(2) support rod is consolidated using firm bar and adjust support unit position, so that each support rod is aligned setting in length and breadth；
(3) each support frame unit is connected by connecting rod integral, wherein connecting rod includes transverse bar and longitudinal rod, the transverse direction
Bar and longitudinal rod are arranged along the length direction of precast floor slab and width direction respectively, and longitudinal rod is first arranged in the erection process of connecting rod
The support rod of multiple rows of longitudinally-aligned setting is connected, transverse bar is then arranged again will arrange the support rod of laterally aligned setting to connect more
It connects, guarantees that transverse bar is located at the top of the longitudinal rod；
(4) it is laid with precast floor slab, wherein the bottom surface of precast floor slab is contacted with the transverse bar.
2. the construction method of form bracing system according to claim 1, which is characterized in that the top of the support rod is equipped with
Jacking, the jacking include at least the multiple limited blocks of load-bearing part and setting on the load bearing member, and the multiple limited block is along institute
The circumferentially distributed of load-bearing part is stated, forms card slot between the limited block being disposed adjacent, the angle of the center line of two adjacent card slots is
Support rod on same straight line is connected and fixed in the step (3) by predetermined angular using a connecting rod, and connecting rod is connected to
In the card slot.
3. the construction method of form bracing system according to claim 2, which is characterized in that two adjacent card slot center lines
Angle be 15 °, 30 °, 45 ° or 60.
4. the construction method of form bracing system according to claim 2, which is characterized in that the load-bearing part is top plate, institute
Top plate bottom is stated equipped with positioning column, is equipped with vertical location hole at the top of the body of rod of the support rod, the positioning column wear connect it is described
Location hole, the positioning column are screw rod, and the location hole is the screw hole matched with the screw rod, are laid in the step (4)
After precast floor slab, floor levelness is adjusted by adjusting positioning column.
5. the construction method of form bracing system described in any one according to claim 1~4, which is characterized in that the support
Frame unit includes three support rods, and support frame as described above unit side-by-side registration is arranged in the step (1).
6. the construction method of form bracing system according to claim 5, which is characterized in that the firm bar is brace,
The brace includes at least the first brace, and the first connector and the second connection are respectively equipped on the support rod being disposed adjacent
Part, the both ends of first brace are hinged with the first connector and the second connector respectively, described to have the first connector and
At least one is active connection to two connectors, and the active connection can slide along the support rod and can be solid by fastener
It is scheduled on the predetermined position of the support rod；In the step (1), the support frame unit closed up is opened, at this time active connection
The predetermined position of support rod is slid into, uses fastener that active connection is fixed on the predetermined of support rod in the step (2)
Position.
7. the construction method of form bracing system according to claim 6, which is characterized in that the active connection includes ring
Button, the latch closure are set in the upright bar, and the latch closure is equipped with tight lock part and the interconnecting piece for connecting brace, described
Fastener acts on the tight lock part and the latch closure securely can be fastened in the upright bar.
8. the construction method of form bracing system according to claim 7, which is characterized in that the latch closure of the active connection
It is interior to be equipped with elastic component.
9. the construction method of form bracing system according to claim 8, which is characterized in that the brace includes intersecting to set
The first brace and the second brace set further respectively have third connector and the 4th connection on the support rod being disposed adjacent
Part, the both ends of second brace are hinged with third connector and the 4th connector respectively, described to have third connector and
Four connectors at least one be the active connection.
10. the construction method of form bracing system according to claim 9, which is characterized in that first connector is located at
The top of the third connector, the 4th connector is located at the top of second connector, described to state the first connector
It is the active connection with the 4th connector, first brace and second brace are hinged in cross part；
Further include step (5) after the completion of step (4) support: connecting rod of dismantling, loosening fasteners collapse support unit, along first
The hinge of brace and the second brace closes up support rod, and active connection is moved up along support rod at this time.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810670799.3A CN108979134B (en) | 2018-06-26 | 2018-06-26 | Construction method of floor slab supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810670799.3A CN108979134B (en) | 2018-06-26 | 2018-06-26 | Construction method of floor slab supporting system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108979134A true CN108979134A (en) | 2018-12-11 |
| CN108979134B CN108979134B (en) | 2020-09-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810670799.3A Expired - Fee Related CN108979134B (en) | 2018-06-26 | 2018-06-26 | Construction method of floor slab supporting system |
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| CN (1) | CN108979134B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110805273A (en) * | 2019-11-21 | 2020-02-18 | 深圳市东深工程有限公司 | Supporting member of concrete frame shear structure and mounting method |
| CN113279572A (en) * | 2021-05-10 | 2021-08-20 | 李庆来 | Support frame for floor support plate |
| CN113279571A (en) * | 2021-05-10 | 2021-08-20 | 李庆来 | Building assembled exempts from to tear open form floor carrier plate and struts system integration system |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1243906A (en) * | 1998-08-03 | 2000-02-09 | 谢明辉 | Shutterings-supported construction method |
| CN202787960U (en) * | 2012-07-05 | 2013-03-13 | 中建一局集团建设发展有限公司 | Steel girder grid floor formwork system |
| CN104594628A (en) * | 2015-01-07 | 2015-05-06 | 福建工程学院 | Structure template supporting system for cast-in-place concrete beam plate and construction method for structure template supporting system |
| CN106760495A (en) * | 2016-11-10 | 2017-05-31 | 中国三冶集团有限公司 | A kind of floor construction method |
| CN106812312A (en) * | 2017-02-08 | 2017-06-09 | 中国建筑第八工程局有限公司 | Large span form bracing system and its construction method |
| CA2962013A1 (en) * | 2016-03-24 | 2017-09-24 | Faresin Building S.P.A. | Formwork for performing horizontal castings for the provision of floors |
-
2018
- 2018-06-26 CN CN201810670799.3A patent/CN108979134B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1243906A (en) * | 1998-08-03 | 2000-02-09 | 谢明辉 | Shutterings-supported construction method |
| CN202787960U (en) * | 2012-07-05 | 2013-03-13 | 中建一局集团建设发展有限公司 | Steel girder grid floor formwork system |
| CN104594628A (en) * | 2015-01-07 | 2015-05-06 | 福建工程学院 | Structure template supporting system for cast-in-place concrete beam plate and construction method for structure template supporting system |
| CA2962013A1 (en) * | 2016-03-24 | 2017-09-24 | Faresin Building S.P.A. | Formwork for performing horizontal castings for the provision of floors |
| CN106760495A (en) * | 2016-11-10 | 2017-05-31 | 中国三冶集团有限公司 | A kind of floor construction method |
| CN106812312A (en) * | 2017-02-08 | 2017-06-09 | 中国建筑第八工程局有限公司 | Large span form bracing system and its construction method |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110805273A (en) * | 2019-11-21 | 2020-02-18 | 深圳市东深工程有限公司 | Supporting member of concrete frame shear structure and mounting method |
| CN113279572A (en) * | 2021-05-10 | 2021-08-20 | 李庆来 | Support frame for floor support plate |
| CN113279571A (en) * | 2021-05-10 | 2021-08-20 | 李庆来 | Building assembled exempts from to tear open form floor carrier plate and struts system integration system |
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| Publication number | Publication date |
|---|---|
| CN108979134B (en) | 2020-09-04 |
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