CN107630510A - High-rise building Core Walls Structure shear wall construction form frame system is revealed all the details platform stop layers construction method - Google Patents
High-rise building Core Walls Structure shear wall construction form frame system is revealed all the details platform stop layers construction method Download PDFInfo
- Publication number
- CN107630510A CN107630510A CN201710898514.7A CN201710898514A CN107630510A CN 107630510 A CN107630510 A CN 107630510A CN 201710898514 A CN201710898514 A CN 201710898514A CN 107630510 A CN107630510 A CN 107630510A
- Authority
- CN
- China
- Prior art keywords
- drag
- line
- details
- platform
- shear wall
- 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.)
- Granted
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention provides a kind of high-rise building Core Walls Structure shear wall construction form frame system and revealed all the details platform stop layers construction method, including：The Desired Height that platform needs to stop of revealing all the details is determined first；Then first suspension centre and the second suspension centre are set on Core Walls Structure shear wall, hung again by platform device for lifting of revealing all the details and rise platform of the revealing all the details platform that makes to reveal all the details and be higher than Desired Height, the platform that will reveal all the details separates with Core Walls Structure shear wall construction form frame system, first suspension centre, the second suspension centre and platform of revealing all the details are connected by the first drag-line, the second drag-line and the 3rd drag-line respectively, platform of revealing all the details is declined until the 3rd complete stress of drag-line by platform device for lifting of revealing all the details, and the first drag-line, the second drag-line and the 3rd the drag-line platform that makes to reveal all the details are located at Desired Height；Dismounting, which is revealed all the details, platform device for lifting and hangs a liter drag-line.The present invention platform that will can reveal all the details is attached in agent structure, realizes stop layers, ingenious in design, simple, convenient, quick, cost is low, suitable for large-scale promotion application.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to form frame system is revealed all the details platform construction technical field, specifically
Refer to that a kind of high-rise building Core Walls Structure shear wall construction form frame system is revealed all the details platform stop layers construction method.
Background technology
High-rise building refers to more than 40 layers, highly more than 100 meters of building.China《Civil buildings design general rule》
GB50352-2005 is provided：When building height is more than 100m, no matter house and public building are high-rise building.
In construction of super highrise building, in order to form multiple scope of operations in vertical height, usual Core Walls Structure shear wall is first
Row construction, and leading outer framed-tube structure 6-7 layers, and horizontal structure construction 4-5 layers in the leading Core Walls Structure of housing tube construction, so
Just make between the horizontal structure scope of operation, to form more than 10 layers of the vertical discrepancy in elevation in the Core Walls Structure shear wall scope of operation and Core Walls Structure.
According to《Construction high-rise working technical specification of security》JGJ80-2016, security protection should be set during cross-operation.Engineering is real
In trampling, the form frame system of Core Walls Structure shear wall construction is generally depended on, lower hanging pocket bottom platform is set as horizontal protective.Reveal all the details platform
Constantly lifted with form frame system.After the completion of Core Walls Structure shear wall construction, operation is removed to form frame system to reduce platform of revealing all the details
Influence, while make horizontal protective continue to play operation, it is necessary to which the platform that will reveal all the details is attached in agent structure, realizes stop layers.
The platform stop layers construction party accordingly, it is desirable to provide a kind of high-rise building Core Walls Structure shear wall construction form frame system is revealed all the details
Method, its platform that will can reveal all the details are attached in agent structure, realize stop layers, simple, convenient, quick, cost is low.
The content of the invention
In order to overcome it is above-mentioned in the prior art the shortcomings that, it is an object of the present invention to provide a kind of high-rise building core
Heart cylinder shear wall construction form frame system is revealed all the details platform stop layers construction method, and its platform that will can reveal all the details is attached in agent structure,
Stop layers are realized, suitable for large-scale promotion application.
Another object of the present invention is to provide a kind of high-rise building Core Walls Structure shear wall construction form frame system reveal all the details it is flat
Platform stop layers construction method, its is ingenious in design, and simple, convenient, quick, cost is low, suitable for large-scale promotion application.
To achieve the above objectives, high-rise building Core Walls Structure shear wall construction form frame system of the invention is revealed all the details platform stop layers
Construction method, it is characterized in, comprises the following steps：
(1) before or during Core Walls Structure shear wall construction, it is determined that hanging is under Core Walls Structure shear wall construction form frame system
Platform of revealing all the details need the Desired Height stopped；
(2) the Core Walls Structure shear wall rises with the Core Walls Structure shear wall construction form frame system and constantly increased, in institute
When stating Core Walls Structure shear wall and being higher than the Desired Height, in the different positions higher than the Desired Height of the Core Walls Structure shear wall
Put and the first suspension centre and the second suspension centre are set respectively, the upper end of the first drag-line and the upper end of the second drag-line are connected described first respectively
Suspension centre and second suspension centre；
(3) the platform device for lifting that will reveal all the details is arranged on the Core Walls Structure shear wall construction form frame system, will hang a liter drag-line
Both ends connect platform device for lifting and the platform of revealing all the details of revealing all the details respectively；
(4) platform of revealing all the details rises with the Core Walls Structure shear wall construction form frame system and constantly risen, when the core
When heart cylinder shear wall construction form frame system is higher than the Desired Height, is hung by the platform device for lifting of revealing all the details and revealed all the details described in rising
Platform makes the platform of revealing all the details be higher than the Desired Height, by platform and the Core Walls Structure shear wall construction mould bases system of revealing all the details
System separation, the lower end of the lower end of first drag-line, second drag-line is connected with the upper end of the 3rd drag-line, by described the
Revealed all the details platform described in the lower end connection of three drag-lines；Or by the lower end of first drag-line, to La Lasuo one end and an institute
The upper end for stating the 3rd drag-line is connected, by the lower end of second drag-line, described to described in the La Lasuo other end and another
The upper end of 3rd drag-line is connected, by the lower end of this 3rd drag-line and the lower end of this another 3rd drag-line point
Not Lian Jie described in reveal all the details platform；
(5) by the platform device for lifting of revealing all the details decline described in reveal all the details platform until the complete stress of the 3rd drag-line,
And first drag-line, second drag-line and the 3rd drag-line make the platform of revealing all the details be located at the Desired Height or institute
State the first drag-line, second drag-line, described to La Lasuo and the 3rd drag-line makes the platform of revealing all the details be located at the expectation
Highly；
(6) revealed all the details described in removing and platform device for lifting and described hang a liter drag-line.
It is preferred that in the step (2), first suspension centre is by the 4th drag-line the one of the Core Walls Structure shear wall
It is entwined in root coupling beam, the upper end of the first described drag-line is connected into the 4th drag-line, second suspension centre passes through the 5th
Drag-line is entwined in another coupling beam of the Core Walls Structure shear wall, and the upper end of the second described drag-line is connected into institute
State the 5th drag-line.
More preferably, in the step (2), is set between the 4th drag-line and the corner angle of the coupling beam
One corner protector apparatus, the second corner protector apparatus is set between the 5th drag-line and the corner angle of another coupling beam.
More preferably, in the step (2), the 4th drag-line connects the upper of the first described drag-line by the first shackle
End, the 5th drag-line connect the upper end of the second described drag-line by the second shackle.
It is preferred that in the step (4), by the 3rd shackle by the lower end of the first described drag-line, described second
The lower end of drag-line is connected with the upper end of the 3rd described drag-line；By the 4th shackle by the lower end of the first described drag-line, institute
The one end to La Lasuo stated is connected with the upper end of this 3rd drag-line, is drawn by the 5th shackle by described second
The lower end of rope, the other end to La Lasuo are connected with the upper end of this another 3rd drag-line.
It is preferred that in the step (4), will be revealed all the details by the 6th shackle described in the lower end connection of the 3rd described drag-line
Platform；, should by the 8th shackle by the 7th shackle by platform of being revealed all the details described in the lower end connection of this 3rd drag-line
Revealed all the details described in the lower end connection of another 3rd drag-line platform.
It is preferred that in the step (2), first suspension centre is by the first built-in fitting in the Core Walls Structure shear wall
It is pre-buried in one face wall to form, the upper end of the first described drag-line is connected into first built-in fitting, second suspension centre passes through
It is pre-buried in wall described in another side of second built-in fitting in the Core Walls Structure shear wall to form, by the upper end of the second described drag-line
Connect second built-in fitting.
More preferably, in the step (2), first built-in fitting is provided with the first perforation, the first described drag-line
Upper end is located in first perforation, and second built-in fitting is provided with the second perforation, and the upper end of the second described drag-line is worn
It is located in second perforation.
It is preferred that in the step (2), first suspension centre by the 4th drag-line the Core Walls Structure shear wall company
It is entwined on beam, the upper end of the first described drag-line is connected into the 4th drag-line, second suspension centre is pre-buried by second
Part is pre-buried in the wall of the Core Walls Structure shear wall to be formed, and the upper end connection described second of the second described drag-line is pre-buried
Part.
It is preferred that in the step (2), first suspension centre is by the first built-in fitting in the Core Walls Structure shear wall
It is pre-buried in wall to form, the upper end of the first described drag-line is connected into first built-in fitting, second suspension centre passes through the 5th
Drag-line is entwined in the coupling beam of the Core Walls Structure shear wall, and the upper end connection the described 5th of the second described drag-line is drawn
Rope.
Beneficial effects of the present invention essentially consist in：
1st, high-rise building Core Walls Structure shear wall construction form frame system of the invention platform stop layers construction method of revealing all the details includes：
The Desired Height that platform needs to stop of revealing all the details is determined first；Then the first suspension centre and second is set to hang on Core Walls Structure shear wall
Point, then hung by platform device for lifting of revealing all the details and to rise platform of the revealing all the details platform that makes to reveal all the details and be higher than Desired Height, will reveal all the details platform and core
The form frame system separation of cylinder shear wall construction, the first suspension centre, second are connected by the first drag-line, the second drag-line and the 3rd drag-line respectively
Suspension centre and platform of revealing all the details, decline platform of revealing all the details by platform device for lifting of revealing all the details up to the 3rd complete stress of drag-line, and first draws
Rope, the second drag-line and the 3rd the drag-line platform that makes to reveal all the details are located at Desired Height；Dismounting, which is revealed all the details, platform device for lifting and hangs a liter drag-line, because
This, its platform that will can reveal all the details is attached in agent structure, stop layers is realized, suitable for large-scale promotion application.
2nd, high-rise building Core Walls Structure shear wall construction form frame system of the invention platform stop layers construction method of revealing all the details includes：
The Desired Height that platform needs to stop of revealing all the details is determined first；Then the first suspension centre and second is set to hang on Core Walls Structure shear wall
Point, then hung by platform device for lifting of revealing all the details and to rise platform of the revealing all the details platform that makes to reveal all the details and be higher than Desired Height, will reveal all the details platform and core
The form frame system separation of cylinder shear wall construction, the first suspension centre, second are connected by the first drag-line, the second drag-line and the 3rd drag-line respectively
Suspension centre and platform of revealing all the details, decline platform of revealing all the details by platform device for lifting of revealing all the details up to the 3rd complete stress of drag-line, and first draws
Rope, the second drag-line and the 3rd the drag-line platform that makes to reveal all the details are located at Desired Height；Dismounting, which is revealed all the details, platform device for lifting and hangs a liter drag-line, because
This, its is ingenious in design, and simple, convenient, quick, cost is low, suitable for large-scale promotion application.
These and other objects, feature and the advantage of the present invention, by following detailed descriptions, drawings and claims obtain
To fully demonstrate, and can be achieved by means, device and the combinations thereof specially pointed out in appended claims.
Brief description of the drawings
The high-rise building Core Walls Structure shear wall construction form frame system that Fig. 1 is the present invention is revealed all the details platform stop layers construction method
The schematic front view of the attachment structure of first drag-line, the second drag-line and the 3rd drag-line in first specific embodiment.
Fig. 2 is the first drag-line, the second drag-line, the 3rd drag-line, the first suspension centre and in the first specific embodiment shown in Fig. 1
The main view schematic cross-sectional view of the attachment structure of two suspension centres.
Fig. 3 A are the close-up schematic views one of the structure shown in Fig. 2.
Fig. 3 B are the close-up schematic views two of the structure shown in Fig. 2.
The high-rise building Core Walls Structure shear wall construction form frame system that Fig. 4 is the present invention is revealed all the details platform stop layers construction method
First drag-line, the second drag-line in second specific embodiment, to La Lasuo and the schematic front view of the attachment structure of the 3rd drag-line.
Fig. 5 is the first drag-line, the second drag-line in the second specific embodiment shown in Fig. 4, to La Lasuo, the 3rd drag-line,
The main view schematic cross-sectional view of the attachment structure of one suspension centre and the second suspension centre.
Fig. 6 A are the schematic front view of the first built-in fitting of the structure shown in Fig. 5.
Fig. 6 B are the schematic front view of the second built-in fitting of the structure shown in Fig. 5.
(symbol description)
1 first suspension centre；2 second suspension centres；3 first drag-lines；4 second drag-lines；5 the 3rd drag-lines；6 the 4th drag-lines；7 the 5th draw
Rope；8 coupling beams；9 first corner protector apparatus；10 second corner protector apparatus；11 first arc grooves；12 second arc grooves；13 first unload
Button；14 second shackles；15 first built-in fittings；16 second built-in fittings；17 walls；18 first perforation；19 second perforation；20 first ears
Plate；21 first panels；22 first anchors；23 bracing pieces；24 second otic placodes；25 second panels；26 second anchors；27 pairs of drawings
Drag-line；28 the 3rd shackles；29 the 4th shackles；30 the 5th shackles；31 the 6th shackles；32 the 7th shackles；33 the 8th shackles.
Embodiment
In order to be more clearly understood that the technology contents of the present invention, described in detail especially exemplified by following examples.
Refer to shown in Fig. 1~Fig. 6 B, in the first specific embodiment and the second specific embodiment of the present invention, the present invention
High-rise building Core Walls Structure shear wall construction form frame system platform stop layers construction method of revealing all the details comprise the following steps：
(1) before or during Core Walls Structure shear wall construction, it is determined that hanging is under Core Walls Structure shear wall construction form frame system
Platform of revealing all the details need the Desired Height stopped；
The Desired Height needs to predefine, so that what following steps (2) were mentioned reveals all the details the first of the construction of platform stop layers
The setting of the suspension centre 2 of suspension centre 1 and second, in the first specific embodiment of the present invention, before Core Walls Structure shear wall construction, it is determined that
Reveal all the details platform of the hanging under Core Walls Structure shear wall construction form frame system needs the Desired Height stopped.The Desired Height is really
Surely can also be carried out during Core Walls Structure shear wall construction, as long as determining institute before the setting of the first suspension centre 1 and the second suspension centre 2
State Desired Height, that is to say, that determine that the expectation is high before the Core Walls Structure shear wall is higher than the Desired Height
Degree, in the second specific embodiment of the present invention, during Core Walls Structure shear wall construction, it is determined that hanging shears in Core Walls Structure
Platform of revealing all the details under wall construction form frame system needs the Desired Height stopped.
(2) the Core Walls Structure shear wall rises with the Core Walls Structure shear wall construction form frame system and constantly increased, in institute
When stating Core Walls Structure shear wall and being higher than the Desired Height, in the different positions higher than the Desired Height of the Core Walls Structure shear wall
Put and the first suspension centre 1 and the second suspension centre 2 are set respectively, the upper end of the upper end of the first drag-line 3 and the second drag-line 4 is connected respectively described
First suspension centre 1 and second suspension centre 2；
First suspension centre 1 and second suspension centre 2 can have any suitable structure, refer to Fig. 1~Fig. 3 B institutes
Show, in the first specific embodiment of the present invention, first suspension centre 1 is by the 4th drag-line 6 in the Core Walls Structure shear wall
It is entwined in a piece coupling beam 8, the upper end of the first described drag-line 3 is connected into the 4th drag-line 6, second suspension centre 2 is logical
Cross the 5th drag-line 7 to be entwined in another coupling beam 8 of the Core Walls Structure shear wall, by the second described drag-line 4
Upper end connects the 5th drag-line 7.
In order to protect coupling beam 8, destruction of the coupling beam 8 by the 4th drag-line 6 and the 5th drag-line 7 is prevented, refers to Fig. 3 A~figure
Shown in 3B, in the first specific embodiment of the present invention, between the 4th drag-line 6 and the corner angle of this coupling beam 8
First corner protector apparatus 9 is set, sets the second corner protector to use between the 5th drag-line 7 and the corner angle of this another coupling beam 8
Tool 10.
The first corner protector apparatus 9 can have any suitable structure, it is preferred that the first corner protector apparatus 9 includes
Connector (not shown) between multiple first arc grooves 11 and multiple first grooves, multiple first arc grooves 11 are mutual
Parallel interval is set, and the corner angle of this coupling beam 8 are located in multiple first arc grooves 11 respectively, first arc
It is connected between connected in star 11 by connector between first groove, the first arc groove 11 described in the pile warp of the 4th drag-line 6
Lateral surface.Refer to shown in Fig. 3 A, in the first specific embodiment of the present invention, first arc groove 11 has 3,
Connector has 2 between first groove, and this coupling beam 8 has four corner angle, wherein both the above corner angle and following
Outer corners are located in 3 first arc grooves 11 respectively, described 4th drag-line, 6 pile warp, 3 first arc grooves
11 lateral surface.First arc groove 11 can be semi-circular recesses, such as semicircle steel pipe, connector between first groove
Can be connecting rod, such as reinforcing bar.Connector can be used and is welded to connect between first arc groove 11 and first groove.
The second corner protector apparatus 10 can have any suitable structure, it is preferred that the second corner protector apparatus 10 wraps
Include connector (not shown) between multiple second arc grooves 12 and multiple second grooves, multiple phases of second arc groove 12
Mutual parallel interval is set, and the corner angle of this another coupling beam 8 are located in multiple second arc grooves 12 respectively, and described the
It is connected between two arc grooves 12 by connector between second groove, the second arc described in the pile warp of the 5th drag-line 7 is recessed
The lateral surface of groove 12.Refer to shown in Fig. 3 B, in the first specific embodiment of the present invention, second arc groove 12 has
3, connector has 2 between second groove, and this another coupling beam 8 has four corner angle, wherein both the above corner angle
It is located at respectively in 3 second arc grooves 12 with lower outside corner angle, described 5th drag-line, 7 pile warp, 3 second arcs
The lateral surface of connected in star 12.Second arc groove 12 can be semi-circular recesses, such as semicircle steel pipe, between second groove
Connector can be connecting rod, such as reinforcing bar.Connector can use weldering between second arc groove 12 and second groove
Connect in succession.
The upper end of the first described drag-line 3, which connects the 4th drag-line 6, can use any suitable structure, it is preferred that
4th drag-line 6 connects the upper end of the first described drag-line 3 by the first shackle 13.Refer to shown in Fig. 1~Fig. 3 A, at this
In first specific embodiment of invention, the 4th drag-line 6 is set in first shackle 13, and the one of the 4th drag-line 6
End is worn after first shackle 13 with the other end by snapping connection, and the upper end of the first described drag-line 3 is set in described the
In one shackle 13, the part of the upper end of the first described drag-line 3 wear after first shackle 13 with the first described drag-line 3
Upper end remainder by snapping connection.
The upper end of the second described drag-line 4, which connects the 5th drag-line 7, can use any suitable structure, it is preferred that
5th drag-line 7 connects the upper end of the second described drag-line 4 by the second shackle 14.Refer to Fig. 1~Fig. 2 and Fig. 3 B institutes
Show, in the first specific embodiment of the present invention, the 5th drag-line 7 is set in second shackle 14, and the described 5th draws
One end of rope 7 is worn after second shackle 14 with the other end by snapping connection, and the upper end of the second described drag-line 4 is set in
In second shackle 14, the part of the upper end of the second described drag-line 4 is worn after second shackle 14 with described
The remainder of the upper end of two drag-lines 4 is by snapping connection.
First suspension centre 1 and second suspension centre 2 can also have any other suitable structure, refer to Fig. 4~
Shown in Fig. 6 B, in the second specific embodiment of the present invention, first suspension centre 1 is by the first built-in fitting 15 in the Core Walls Structure
It is pre-buried in one face wall 17 of shear wall to form, the upper end of the first described drag-line 3 is connected into first built-in fitting 15, it is described
Second suspension centre 2 is formed by pre-buried in wall 17 described in another side of second built-in fitting 16 in the Core Walls Structure shear wall, by institute
The upper end for the second drag-line 4 stated connects second built-in fitting 16.
The upper end of the first described drag-line 3 is connected into first built-in fitting 15 can use any suitable structure, please
Referring to shown in Fig. 4~Fig. 6 B, in the second specific embodiment of the present invention, first built-in fitting 15 is provided with the first perforation
18, the upper end of the first described drag-line 3 is located in first perforation 18, and second built-in fitting 16 is provided with the second perforation
19, the upper end of the second described drag-line 4 is located in second perforation 19.
First built-in fitting 15 can have any suitable structure, refer to shown in Fig. 6 A, the second of the present invention
In specific embodiment, first built-in fitting 15 include the first otic placode 20, the anchor 22 of first panel 21 and first, described first
Otic placode 20 and first anchor 22 are separately positioned on opposite two sides of direction of the first panel 21, and described the
One otic placode 20 is provided with first perforation 18, and the first panel 21 and first anchor 22 are embedded in described in the one side
In wall 17.First otic placode 20 can be such as steel plate, and the first panel 21 can be such as steel plate, first anchor
Fixed pole 22 can be such as reinforcing bar.In order to strengthen the anchoring of the first anchor 22, remote described the of the first anchor 22
Bracing piece 23 is stacked with the end of one panel 21.
Second built-in fitting 16 can have any suitable structure, refer to shown in Fig. 6 B, the second of the present invention
In specific embodiment, second built-in fitting 16 include the second otic placode 24, the anchor 26 of second panel 25 and second, described second
Otic placode 24 and second anchor 26 are separately positioned on opposite two sides of direction of the second panel 25, and described the
Two otic placodes 24 are provided with second perforation 19, and the second panel 25 and second anchor 26 are embedded in the another side institute
State in wall 17.Second otic placode 24 can be such as steel plate, and the second panel 25 can be such as steel plate, described second
Anchor 26 can be such as reinforcing bar.In order to strengthen the anchoring of the second anchor 26, in the second anchor 26 away from described
Also bracing piece 23 is stacked with the end of second panel 25.
First suspension centre 1 and second suspension centre 2 can also have any other suitable structure, for example, described
One suspension centre 1 is entwined by the 4th drag-line 6 in the coupling beam 8 of the Core Walls Structure shear wall, by the upper of the first described drag-line 3
End connects the 4th drag-line 6, and second suspension centre 2 is by the second built-in fitting 16 in the wall 17 of the Core Walls Structure shear wall
It is pre-buried to form, the upper end of the second described drag-line 4 is connected into second built-in fitting 16.
First suspension centre 1 and second suspension centre 2 can also have any other suitable structure, for example, described
One suspension centre 1 forms by the way that the first built-in fitting 15 is pre-buried in the wall 17 of the Core Walls Structure shear wall, by the first described drag-line 3
Upper end connect first built-in fitting 15, second suspension centre 2 by the 5th drag-line 7 the Core Walls Structure shear wall coupling beam
It is entwined on 8, the upper end of the second described drag-line 4 is connected into the 5th drag-line 7.
(3) the platform device for lifting that will reveal all the details is arranged on the Core Walls Structure shear wall construction form frame system, will hang a liter drag-line
Both ends connect platform device for lifting and the platform of revealing all the details of revealing all the details respectively；
The platform device for lifting of revealing all the details can be any suitable device for lifting, in the first specific embodiment of the present invention
In, the platform device for lifting of revealing all the details is bottle gouard moved by hands.
Liter drag-line that hangs can be any suitable drag-line, described to hang liter in the first specific embodiment of the present invention
Drag-line is steel wire rope.
(4) platform of revealing all the details rises with the Core Walls Structure shear wall construction form frame system and constantly risen, when the core
When heart cylinder shear wall construction form frame system is higher than the Desired Height, is hung by the platform device for lifting of revealing all the details and revealed all the details described in rising
Platform makes the platform of revealing all the details be higher than the Desired Height, by platform and the Core Walls Structure shear wall construction mould bases system of revealing all the details
System separation, the lower end of the lower end of first drag-line 3, second drag-line 4 is connected with the upper end of the 3rd drag-line 5, by institute
State platform of being revealed all the details described in the lower end connection of the 3rd drag-line 5；Or by the lower end of first drag-line 3, one end to La Lasuo 27
It is connected with the upper end of the 3rd drag-line 5, by the lower end of second drag-line 4, the other end to La Lasuo 27
It is connected with the upper end of another 3rd drag-line 5, by the lower end of this 3rd drag-line 5 and this another described the
The lower end of three drag-lines 5 connects the platform of revealing all the details respectively；
It is more convenient in order to operate, in the first specific embodiment of the present invention, it is located at the phase in the platform of revealing all the details
When hoping height, then hanging platform of being revealed all the details described in liter by the platform device for lifting of revealing all the details makes the platform of revealing all the details be higher than the expectation
Highly.Now, it is only necessary to a bit of height of platform such as 100mm height of being revealed all the details described in rising is hung by the platform device for lifting of revealing all the details
.
The lower end of the lower end of first drag-line 3, second drag-line 4 is connected with the upper end of the 3rd drag-line 5 can be with
Using any suitable structure, it is preferred that the lower end of the first described drag-line 3, described second are drawn by the 3rd shackle 28
The lower end of rope 4 is connected with the upper end of the 3rd described drag-line 5.Refer to shown in Fig. 1~Fig. 2, first in the present invention is specific
In embodiment, the lower end of the first described drag-line 3 is set in the 3rd shackle 28, the lower end of the first described drag-line 3
A part wears remainder after the 3rd shackle 28 with the lower end of the first described drag-line 3 by snapping connection；It is described
The lower end of the second drag-line 4 be set in the 3rd shackle 28, the part of the lower end of the second described drag-line 4 wears described
Remainder after 3rd shackle 28 with the lower end of the second described drag-line 4 is by snapping connection；The 3rd described drag-line 5 it is upper
End is set in the 3rd shackle 28, the part of the upper end of the 3rd described drag-line 5 wear after the 3rd shackle 28 with
The remainder of the upper end of the 3rd described drag-line 5 is by snapping connection.
It is connected by the lower end of first drag-line 3, to La Lasuo 27 one end with the upper end of the 3rd drag-line 5
Any suitable structure can be used, it is preferred that by the 4th shackle 29 by the lower end of the first described drag-line 3, described pair
One end of drag-line 27 is drawn to be connected with the upper end of this 3rd drag-line 5.Refer to shown in Fig. 4~Fig. 5, the present invention's
In second specific embodiment, the lower end of the first described drag-line 3 is set in the 4th shackle 29, the first described drag-line 3
The remainder that wears after the 4th shackle 29 with the lower end of the first described drag-line 3 of a part of lower end connected by buckle
Connect；Described one end to La Lasuo 27 is set in the 4th shackle 29, one of described one end to La Lasuo 27
The remainder after the 4th shackle 29 with described one end to La Lasuo 27 point is worn by snapping connection；A piece institute
The upper end for stating the 3rd drag-line 5 is set in the 4th shackle 29, and a part for the upper end of this 3rd drag-line 5 is worn
Remainder after 4th shackle 29 with the upper end of this 3rd drag-line 5 is by snapping connection.
By the lower end of second drag-line 4, described to the upper of La Lasuo 27 other end and another 3rd drag-line 5
End is connected and can use any suitable structure, it is preferred that by the 5th shackle 30 by the lower end of the second described drag-line 4,
The described other end to La Lasuo 27 is connected with the upper end of this another 3rd drag-line 5.Refer to Fig. 4~Fig. 5 institutes
Show, in the second specific embodiment of the present invention, the lower end of the second described drag-line 4 is set in the 5th shackle 30, institute
A part for the lower end for the second drag-line 4 stated wears the residue with the lower end of the second described drag-line 4 after the 5th shackle 30
Part is by snapping connection；The described other end to La Lasuo 27 is set in the 5th shackle 30, described to drawing
A part for the other end of rope 27 wears the remainder with the other end to La Lasuo 27 after the 5th shackle 30
By snapping connection；The upper end of this another 3rd drag-line 5 is set in the 5th shackle 30, this another described
A part for the upper end of three drag-lines 5 wears the residue with the upper end of this another 3rd drag-line 5 after the 5th shackle 30
Part is by snapping connection.
Platform of being revealed all the details described in the lower end connection of 3rd drag-line 5 can be used into any suitable structure, it is preferred that logical
The 6th shackle 31 is crossed by platform of being revealed all the details described in the lower end connection of the 3rd described drag-line 5.Refer to shown in Fig. 1~Fig. 2, in this hair
In the first bright specific embodiment, the lower end of the 3rd drag-line 5 is set in the 6th shackle 31, under the 3rd drag-line 5
The part at end wears remainder after the 6th shackle 31 with the lower end of the 3rd drag-line 5 by snapping connection.
The lower end of the lower end of this 3rd drag-line 5 and this another 3rd drag-line 5 is connected respectively described
Platform of revealing all the details can use any suitable structure, it is preferred that by the 7th shackle 32 by under this 3rd drag-line 5
Reveal all the details platform, will be revealed all the details by the 8th shackle 33 described in the lower end connection of this another 3rd drag-line 5 flat described in the connection of end
Platform.Refer to shown in Fig. 4~Fig. 5, in the second specific embodiment of the present invention, the lower end set of this 3rd drag-line 5
Be located in the 7th shackle 32, the part of the lower end of this 3rd drag-line 5 wear after the 7th shackle 32 with this one
By snapping connection, the lower end of this another 3rd drag-line 5 is set in the remainder of the lower end of 3rd drag-line 5 described in root
In 8th shackle 33, the part of the lower end of this another 3rd drag-line 5 wears another with this after the 8th shackle 33
The remainder of the lower end of the 3rd drag-line 5 is by snapping connection described in root.
First drag-line 3, second drag-line 4, the 3rd drag-line 5, the 4th drag-line 6 and the 5th drag-line
7 can be any suitable drag-line, the present invention the first specific embodiment in, first drag-line 3, second drag-line 4,
3rd drag-line 5, the 4th drag-line 6 and the 5th drag-line 7 are steel wire rope.Described can be any to La Lasuo 27
Suitable drag-line, in the second specific embodiment of the present invention, described is steel wire rope to La Lasuo 27.
It should be noted that for a platform of revealing all the details, if first suspension centre 1, second suspension centre 2, described
The structure or first suspension centre 1, second suspension centre that one drag-line 3, second drag-line 4 and the 3rd drag-line 5 are formed
2nd, first drag-line 3, second drag-line 4, the structure formed to La Lasuo 27 and the 3rd drag-line 5 can not be safe
Platform of revealing all the details smoothly is hung, can consider to set multiple first suspension centres 1, second suspension centre 2, described as needed
The structure or first suspension centre 1, second suspension centre that one drag-line 3, second drag-line 4 and the 3rd drag-line 5 are formed
2nd, first drag-line 3, second drag-line 4, the structure formed to La Lasuo 27 and the 3rd drag-line 5, with safety
Smoothly hang platform of revealing all the details.
(5) by the platform device for lifting of revealing all the details decline described in reveal all the details platform until the 5 complete stress of the 3rd drag-line,
And first drag-line 3, second drag-line 4 and the 3rd drag-line 5 make the platform of revealing all the details be located at the Desired Height or
First drag-line 3 described in person, second drag-line 4, described it is located at the platform of revealing all the details to La Lasuo 27 and the 3rd drag-line 5
The Desired Height；
The platform of revealing all the details is located at the Desired Height, the design of Core Walls Structure shear wall and platform of revealing all the details can be passed through
Drawing, the first suspension centre 1 and the position of the second suspension centre 2 and the hoisting point position for platform of revealing all the details are designed, so that it is determined that the first drag-line 3,
The shape and structure that second drag-line 4 and the 3rd drag-line 5 (if in the presence of to La Lasuo 27 when also include to La Lasuo 27) are formed, Jin Erji
Calculate their length, specification etc.；Or the of different length can also be changed by the way that step (4) and step (5) is repeated several times
Three drag-lines 5；If there is to La Lasuo 27, can also change different length to La Lasuo 27；Difference even can also be changed
The first drag-line 3 and the second drag-line 4 in the step of length (2) so that it is final, after the 5 complete stress of the 3rd drag-line, the pocket
Bottom platform is located at the Desired Height.
Refer to shown in Fig. 1~Fig. 2, in the first specific embodiment of the present invention, a liter dress is hung by the platform of revealing all the details
Put and reveal all the details platform until the 5 complete stress of the 3rd drag-line described in decline, and first drag-line 3, second drag-line 4 and institute
Stating the 3rd drag-line 5 makes the platform of revealing all the details be located at the Desired Height.Refer to shown in Fig. 4~Fig. 5, in the second tool of the present invention
In body embodiment, by the platform device for lifting of revealing all the details decline described in reveal all the details platform until the 5 complete stress of the 3rd drag-line,
And first drag-line 3, second drag-line 4, described it is located at the platform of revealing all the details to La Lasuo 27 and the 3rd drag-line 5
The Desired Height.
(6) revealed all the details described in removing and platform device for lifting and described hang a liter drag-line.
The present invention is by above content and referring to the drawings to the present invention have been described in detail, on this basis, this
Field those of ordinary skill can suitably be changed according to the common knowledge and conventional technical means of this area to the present invention, example
Such as, " upper end of the upper end of the first drag-line 3 and the second drag-line 4 is connected into first suspension centre 1 and described respectively in step (2)
Second suspension centre 2 " can be carried out in step (4)；Step (3) before step (4) as long as carry out；It is described in step (4)
The lower end of first drag-line 3 and the lower end of second drag-line 4 can first connect, and can be carried out in step (2)；In step (4),
The lower end of first drag-line 3, the lower end to La Lasuo 27 and second drag-line 4 can first connect, can be in step (2)
Carry out；Etc..These, which are altered or varied, will all fall within the scope and spirit of the invention.
Therefore, the present invention proposes a kind of high-rise building Core Walls Structure shear wall construction form frame system platform stop layers of revealing all the details and applied
Work method.In high-rise building core tube construction latter stage, by script hanging to the protection of revealing all the details on form frame system, hung with drag-line
Onto shear wall body and/or coupling beam, process is simple, workable, and construction cost is low.The present invention is to solving similar projects skill
Art problem, there is certain application value.
To sum up, high-rise building Core Walls Structure shear wall construction form frame system of the invention is revealed all the details platform stop layers construction method energy
The platform that will enough reveal all the details is attached in agent structure, realizes stop layers, and ingenious in design, simple, convenient, quick, cost is low, is suitable to
Large-scale promotion application.
As can be seen here, the purpose of the present invention is achieved completely and effectively.The function and structural principle of the present invention
Shown and illustrated in embodiment, under without departing substantially from the principle, embodiment can make any modification.So this hair
The bright all variant embodiments included based on claim spirit and right.
Claims (10)
- The platform stop layers construction method 1. a kind of high-rise building Core Walls Structure shear wall construction form frame system is revealed all the details, it is characterised in that Comprise the following steps：(1) before or during Core Walls Structure shear wall construction, it is determined that pocket of the hanging under Core Walls Structure shear wall construction form frame system Bottom platform needs the Desired Height stopped；(2) the Core Walls Structure shear wall rises with the Core Walls Structure shear wall construction form frame system and constantly increased, in the core When heart cylinder shear wall is higher than the Desired Height, in the diverse location higher than the Desired Height point of the Core Walls Structure shear wall First suspension centre and the second suspension centre are not set, the upper end of the first drag-line and the upper end of the second drag-line are connected into first suspension centre respectively With second suspension centre；(3) the platform device for lifting that will reveal all the details is arranged on the Core Walls Structure shear wall construction form frame system, will hang the two of liter drag-line Hold revealed all the details described in connection respectively platform device for lifting and the platform of revealing all the details；(4) platform of revealing all the details rises with the Core Walls Structure shear wall construction form frame system and constantly risen, when the Core Walls Structure When shear wall construction form frame system is higher than the Desired Height, platform of being revealed all the details described in rising is hung by the platform device for lifting of revealing all the details The platform of revealing all the details is set to be higher than the Desired Height, by platform and the Core Walls Structure shear wall construction form frame system point of revealing all the details From, the lower end of the lower end of first drag-line, second drag-line is connected with the upper end of the 3rd drag-line, by the described 3rd draw Revealed all the details platform described in the lower end connection of rope；Or by the lower end of first drag-line, described to La Lasuo one end and one The upper end of three drag-lines is connected, by the lower end of second drag-line, described to the La Lasuo other end and another described 3rd The upper end of drag-line is connected, and the lower end of the lower end of this 3rd drag-line and this another 3rd drag-line is connected respectively Connect the platform of revealing all the details；(5) by the platform device for lifting of revealing all the details decline described in reveal all the details platform until the complete stress of the 3rd drag-line, and institute Stating the first drag-line, second drag-line and the 3rd drag-line makes the platform of revealing all the details be located at the Desired Height or described the It is one drag-line, second drag-line, described to La Lasuo and the 3rd drag-line makes the platform of revealing all the details be located at the Desired Height；(6) revealed all the details described in removing and platform device for lifting and described hang a liter drag-line.
- The platform stop layers construction party 2. high-rise building Core Walls Structure shear wall construction form frame system as claimed in claim 1 is revealed all the details Method, it is characterised in that in the step (2), first suspension centre is by the 4th drag-line the one of the Core Walls Structure shear wall It is entwined in root coupling beam, the upper end of the first described drag-line is connected into the 4th drag-line, second suspension centre passes through the 5th Drag-line is entwined in another coupling beam of the Core Walls Structure shear wall, and the upper end of the second described drag-line is connected into institute State the 5th drag-line.
- The platform stop layers construction party 3. high-rise building Core Walls Structure shear wall construction form frame system as claimed in claim 2 is revealed all the details Method, it is characterised in that in the step (2), is set between the 4th drag-line and the corner angle of the coupling beam One corner protector apparatus, the second corner protector apparatus is set between the 5th drag-line and the corner angle of another coupling beam.
- The platform stop layers construction party 4. high-rise building Core Walls Structure shear wall construction form frame system as claimed in claim 2 is revealed all the details Method, it is characterised in that in the step (2), the 4th drag-line connects the upper of the first described drag-line by the first shackle End, the 5th drag-line connect the upper end of the second described drag-line by the second shackle.
- The platform stop layers construction party 5. high-rise building Core Walls Structure shear wall construction form frame system as claimed in claim 1 is revealed all the details Method, it is characterised in that in the step (4), drawn the lower end of the first described drag-line, described second by the 3rd shackle The lower end of rope is connected with the upper end of the 3rd described drag-line；By the 4th shackle by the lower end of the first described drag-line, described One end to La Lasuo be connected with the upper end of this 3rd drag-line, by the 5th shackle by the second described drag-line Lower end, the other end to La Lasuo is connected with the upper end of this another 3rd drag-line.
- The platform stop layers construction party 6. high-rise building Core Walls Structure shear wall construction form frame system as claimed in claim 1 is revealed all the details Method, it is characterised in that in the step (4), will be revealed all the details by the 6th shackle described in the lower end connection of the 3rd described drag-line Platform；, should by the 8th shackle by the 7th shackle by platform of being revealed all the details described in the lower end connection of this 3rd drag-line Revealed all the details described in the lower end connection of another 3rd drag-line platform.
- The platform stop layers construction party 7. high-rise building Core Walls Structure shear wall construction form frame system as claimed in claim 1 is revealed all the details Method, it is characterised in that in the step (2), first suspension centre is by the first built-in fitting in the Core Walls Structure shear wall It is pre-buried in one face wall to form, the upper end of the first described drag-line is connected into first built-in fitting, second suspension centre passes through It is pre-buried in wall described in another side of second built-in fitting in the Core Walls Structure shear wall to form, by the upper end of the second described drag-line Connect second built-in fitting.
- The platform stop layers construction party 8. high-rise building Core Walls Structure shear wall construction form frame system as claimed in claim 7 is revealed all the details Method, it is characterised in that in the step (2), first built-in fitting is provided with the first perforation, the first described drag-line it is upper End is located in first perforation, and second built-in fitting is provided with the second perforation, and the upper end of the second described drag-line is worn In the described second perforation.
- The platform stop layers construction party 9. high-rise building Core Walls Structure shear wall construction form frame system as claimed in claim 1 is revealed all the details Method, it is characterised in that in the step (2), first suspension centre by the 4th drag-line the Core Walls Structure shear wall company It is entwined on beam, the upper end of the first described drag-line is connected into the 4th drag-line, second suspension centre is pre-buried by second Part is pre-buried in the wall of the Core Walls Structure shear wall to be formed, and the upper end connection described second of the second described drag-line is pre-buried Part.
- The platform stop layers construction party 10. high-rise building Core Walls Structure shear wall construction form frame system as claimed in claim 1 is revealed all the details Method, it is characterised in that in the step (2), first suspension centre is by the first built-in fitting in the Core Walls Structure shear wall It is pre-buried in wall to form, the upper end of the first described drag-line is connected into first built-in fitting, second suspension centre passes through the 5th Drag-line is entwined in the coupling beam of the Core Walls Structure shear wall, and the upper end connection the described 5th of the second described drag-line is drawn Rope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710898514.7A CN107630510B (en) | 2017-09-28 | 2017-09-28 | Super high-rise building Core Walls Structure shear wall construction form frame system is revealed all the details platform stop layers construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710898514.7A CN107630510B (en) | 2017-09-28 | 2017-09-28 | Super high-rise building Core Walls Structure shear wall construction form frame system is revealed all the details platform stop layers construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107630510A true CN107630510A (en) | 2018-01-26 |
| CN107630510B CN107630510B (en) | 2019-07-30 |
Family
ID=61102908
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710898514.7A Active CN107630510B (en) | 2017-09-28 | 2017-09-28 | Super high-rise building Core Walls Structure shear wall construction form frame system is revealed all the details platform stop layers construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107630510B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1088847A (en) * | 1996-07-22 | 1998-04-07 | Hitachi Ltd | Elevator lift-way for intermediate vibration isolation building |
| CN101333869A (en) * | 2008-07-03 | 2008-12-31 | 上海市第四建筑有限公司 | Construction method for integrally hoisting steel platform and integrally traversing girders layer |
| CN101503908A (en) * | 2009-03-03 | 2009-08-12 | 南通建工集团股份有限公司 | Construction method for spacing suspension cable structural template support platform |
| CN203430066U (en) * | 2013-07-04 | 2014-02-12 | 中国建筑第八工程局有限公司 | Closed protective platform for core tube |
| CN204491837U (en) * | 2015-03-17 | 2015-07-22 | 天津天一建设集团有限公司 | Suspension type high-strength steel bar lifting module |
| CN204782031U (en) * | 2015-06-11 | 2015-11-18 | 北京六建集团有限责任公司 | Interior climbing tower hangs entrance to a cave from promoting safety protection platform |
| CN206233562U (en) * | 2016-11-01 | 2017-06-09 | 中国建筑第八工程局有限公司 | The safety device of revealing all the details of hydraulic pressure lift form frame system |
-
2017
- 2017-09-28 CN CN201710898514.7A patent/CN107630510B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1088847A (en) * | 1996-07-22 | 1998-04-07 | Hitachi Ltd | Elevator lift-way for intermediate vibration isolation building |
| CN101333869A (en) * | 2008-07-03 | 2008-12-31 | 上海市第四建筑有限公司 | Construction method for integrally hoisting steel platform and integrally traversing girders layer |
| CN101503908A (en) * | 2009-03-03 | 2009-08-12 | 南通建工集团股份有限公司 | Construction method for spacing suspension cable structural template support platform |
| CN203430066U (en) * | 2013-07-04 | 2014-02-12 | 中国建筑第八工程局有限公司 | Closed protective platform for core tube |
| CN204491837U (en) * | 2015-03-17 | 2015-07-22 | 天津天一建设集团有限公司 | Suspension type high-strength steel bar lifting module |
| CN204782031U (en) * | 2015-06-11 | 2015-11-18 | 北京六建集团有限责任公司 | Interior climbing tower hangs entrance to a cave from promoting safety protection platform |
| CN206233562U (en) * | 2016-11-01 | 2017-06-09 | 中国建筑第八工程局有限公司 | The safety device of revealing all the details of hydraulic pressure lift form frame system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107630510B (en) | 2019-07-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210193173U (en) | Large-scale H shaped steel stand hoist and mount hoist that breaks off relations fast | |
| CN103291066B (en) | A kind of construction elevator wall-attached frame servicing unit reinforcement means | |
| CN101712436B (en) | Steel truss hoisting tool | |
| CN105126272A (en) | Safety belt suspension device | |
| CN205222444U (en) | A collection dress self -discharging case that is used for short steel pipe of handling scaffold | |
| CN107630510B (en) | Super high-rise building Core Walls Structure shear wall construction form frame system is revealed all the details platform stop layers construction method | |
| CN106532557B (en) | Across 10KV line construction platform tools devices | |
| CN202658867U (en) | Overhanging construction platform | |
| CN203269337U (en) | Clamp for high-altitude construction of long sleeve | |
| CN202785255U (en) | Turnover hoisting tool for reinforced concrete pipe joint | |
| CN207079898U (en) | Outer hanging basket structure | |
| CN202988556U (en) | Special lifting appliance for angle-steel type frame body | |
| CN205134921U (en) | Building outer wall concrete constructional column hangs construction platform | |
| CN205527272U (en) | Modulization hanging beam | |
| CN203639016U (en) | Balance beam for hoisting reinforcing steel bars by tower crane | |
| CN208294090U (en) | Plate installs crosshead | |
| CN106836777B (en) | A kind of foldable external wall construction operating platform of assembled and construction method | |
| CN204079213U (en) | Many lifting components hanger | |
| CN104176629B (en) | A kind of suspender of applicable I-steel | |
| CN106049971A (en) | Installation method of non-contact-point lifting appliance for towering noble metal tower mast | |
| CN202081630U (en) | Anti-leaning and anti-falling mechanism of attaching elevating scaffold for building construction | |
| CN208981753U (en) | Key slot type scaffold is fixedly connected device | |
| CN205740047U (en) | Self-locking girder steel hoisting device | |
| CN205772768U (en) | A kind of reinforcing bar handling support for building | |
| CN103373664A (en) | Self-tightening lifting appliance |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |