CN107152160A - A kind of shuttering supporting builder's jack operation platform erection method - Google Patents
A kind of shuttering supporting builder's jack operation platform erection method Download PDFInfo
- Publication number
- CN107152160A CN107152160A CN201710482698.9A CN201710482698A CN107152160A CN 107152160 A CN107152160 A CN 107152160A CN 201710482698 A CN201710482698 A CN 201710482698A CN 107152160 A CN107152160 A CN 107152160A
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- Prior art keywords
- wall
- scaffold
- bar
- support member
- connecting piece
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Classifications
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- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/18—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by cantilevers or other provisions mounted in openings in the building, e.g. window openings
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention provides a kind of shuttering supporting builder's jack operation platform erection method, belong to construction engineering technical field, for setting up scaffold on the outside of shear wall, this shuttering supporting builder's jack operation platform erection method is encorbelmented support member step including installation, encorbelment and a step of taking root is set on support member, scaffold step is installed, wall-connecting piece step is installed, installation form jacking step, bracing element step is installed and guard rail step is installed, this method is easy to operate, set up speed fast, substantially increase efficiency of construction, reduce operating expenses, this scaffolding structure is solid and reliable, the outstanding drawing setting of steel wire rope and the setting of guard rail substantially increase the security performance of scaffold, and the scaffold convenient disassembly, material is repeatable to be utilized, cost is saved.
Description
Technical field
The present invention relates to construction engineering technical field, constructed in particular to a kind of shuttering supporting builder's jack flat
Platform erection method.
Background technology
In general construction of super highrise building, because the floor of building is higher, construction environment is more complicated, and difficulty of construction is also got over
Greatly, generally require workmen in structure construction and decorative appearance construction part and in building external set up scaffold to be applied
Work.But existing scaffold building method inconvenient operation, set up that efficiency is low, security is poor
The content of the invention
The purpose of embodiment of the present invention is to provide a kind of shuttering supporting builder's jack operation platform erection method, energy
It is enough preferably to improve above mentioned problem.
What embodiments of the present invention were realized in：
Embodiments of the present invention provide a kind of shuttering supporting builder's jack operation platform erection method, for cutting
Set up on the outside of power wall and tub and pvc pipe are embedded with scaffold, shear wall, the tub is provided with through hole, this shuttering supporting
Builder's jack operation platform erection method comprises the following steps：
Installation is encorbelmented support member：At scaffold position to be installed, the support member that will encorbelment is penetrated from the through hole of tub to be cut
Power wall, the part in the outside positioned at shear wall of the support member of encorbelmenting is Part I, and the Part I is hanging, described outstanding
The part for choosing the inner side positioned at shear wall of support member is Part II, and the Part II is fixed on beam reinforced steel bar；
Encorbelment to set on support member and take root a little：In the upper surface of the Part I of the support member of encorbelmenting, spacer bar is set
As taking root a little for scaffold, the spacing of adjacent two spacer bars is 1000-1050mm；
Scaffold is installed：Vertical rod is set at the spacer bar, and will longitudinally sweep the floor bar and bar of laterally sweeping the floor are fixed respectively
In the vertical rod, the spacing of bar is swept the floor in the longitudinal direction and the transverse direction is swept the floor bar and the support member of encorbelmenting is 180-200mm, will
Vertical equity bar and transverse horizontal bar are fixed on the vertical rod and constitute scaffold, and scaffold board is set in the lower end of the scaffold,
The scaffold has horizontal direction, longitudinal direction and vertical direction；
Wall-connecting piece is installed：A piece connector is set respectively in the interior outside of shear wall at the position of pvc pipe, will be described
One end of wall-connecting piece passes through out of pvc pipe and is connected with two connectors, and the other end of the wall-connecting piece is located at the outer of shear wall
Side and it is connected with the scaffold, in the vertical direction, the top and bottom of the scaffold are respectively provided with a wall-connecting piece, vertical
To on direction, every three across a piece wall-connecting piece of setting；
Installation form jacking：On the horizontal direction of the scaffold, the vertical rod close to shear wall is inner vertical rod, described
In the top of vertical rod set template jacking to be used for support shuttering；
Bracing element is installed：The wall-connecting piece of the upper end of the scaffold is arranged at lengthening to lengthen wall-connecting piece, by bracing element and connected
Between wall part and support member of encorbelmenting, one end of the bracing element is abutted with the support member of encorbelmenting and close to the support member of encorbelmenting
Part be connected with the scaffold, the other end is connected with one end of remote shear wall of the lengthening wall-connecting piece；
Guard rail is installed：At the upper lateral extent outside 200-220mm to be poured for building Cantilever Beams of the lengthening wall-connecting piece
First guard rail is set, the second guard rail is set in the one end for lengthening the remote shear wall of wall-connecting piece.
Alternatively, remote shear wall one end of the support member of encorbelmenting also by the first steel wire rope carry out it is outstanding draw, described the
One end of one steel wire rope is connected with remote shear wall one end of the Part I, and the other end is with being anchored in shear wall and positioned at institute
State the bolt connection above support member of encorbelmenting.
Alternatively, one end of the remote shear wall for lengthening wall-connecting piece also carries out outstanding drawing by the second steel wire rope, described
One end of second steel wire rope is connected with remote shear wall one end of the lengthening wall-connecting piece, and the other end is with being anchored in shear wall and position
Bolt connection above the lengthening wall-connecting piece.
Alternatively, first steel wire rope and second steel wire rope include main rope and secondary steel wire rope, the master
The diameter of steel wire rope and the secondary steel wire rope is φ 20mm.
Alternatively, the through hole of the tub is provided with the wedge for support member of being encorbelmented for wedging.
Alternatively, the pre-buried ring of reinforcing bar, described second are provided with the beam reinforced steel bar at the dress scaffold opposite position
Partially pass through the pre-buried ring of reinforcing bar.
Alternatively, the longitudinal pitch of the vertical rod of the scaffold is 1200mm, and the horizon bar step pitch of the scaffold is
1500-1800mm。
Alternatively, bar, laterally sweep the floor bar, wall-connecting piece and bracing element are swept the floor using the steel of φ 48 × 3.5 in the vertical rod, longitudinal direction
Pipe is made, and the support member of encorbelmenting is made of 20# I-steel, and the pvc pipe is made of DN50PVC pipes.
Alternatively, the length dimension of the Part I is 1200-1300mm, and the length dimension of the Part II is
1800-1900mm。
Alternatively, the spacer bar uses that C20 reinforcing bars are made and length dimension is 100-110mm.
Embodiments of the present invention have the advantages that：
The shuttering supporting builder's jack operation platform erection method that embodiment of the present invention is provided, it is easy to operate, set up
Speed is fast, substantially increases efficiency of construction, reduces operating expenses, this scaffolding structure is solid and reliable, the outstanding drawing of steel wire rope is set
The security performance that the setting with guard rail substantially increases scaffold, and the scaffold convenient disassembly are put, material is repeated
Utilize, saved cost.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme of embodiment of the present invention, it will use below required in embodiment
Accompanying drawing be briefly described, it will be appreciated that the following drawings illustrate only some embodiments of the present invention, therefore should not be seen
Work is the restriction to scope, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other related accompanying drawings are obtained according to these accompanying drawings.
The structural representation for the shuttering supporting builder's jack operation platform that Fig. 1 provides for embodiment of the present invention.
Icon：101- shear walls；102- tubs；103-PVC is managed；201- encorbelments support member；2011- Part I；
2012- Part II；202- wedges；The steel wire ropes of 203- first；204- bolts；205- spacer bars；206- scaffolds；
2061- vertical rods；2062- laterally sweeps the floor bar；2063- longitudinally sweeps the floor bar；207- connectors；208- wall-connecting pieces；2081-, which is lengthened, to be connected
Wall part；The steel wire ropes of 209- second；Vertical rod in 210-；211- template jackings；212- bracing elements；The guard rails of 213- first；214-
Second guard rail.
Embodiment
To make the purpose, technical scheme and advantage of embodiment of the present invention clearer, below in conjunction with present invention implementation
Accompanying drawing in mode, the technical scheme in embodiment of the present invention is clearly and completely described, it is clear that described reality
The mode of applying is a part of embodiment of the invention, rather than whole embodiments.Generally it is described and illustrated herein in the accompanying drawings
The component of embodiment of the present invention can arrange and design with a variety of configurations.
Therefore, the detailed description of embodiments of the present invention below to providing in the accompanying drawings is not intended to limit requirement and protected
The scope of the present invention of shield, but it is merely representative of the selected embodiment of the present invention.Based on the embodiment in the present invention, ability
The every other embodiment that domain those of ordinary skill is obtained under the premise of creative work is not made, belongs to the present invention
The scope of protection.
It should be noted that in the case where not conflicting, the embodiment in the present invention and the feature in embodiment can
To be mutually combined.
It should be noted that：Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined in individual accompanying drawing, then it further need not be defined and explained in subsequent accompanying drawing.
In the description of the invention, it is necessary to explanation, term " on ", " under ", " longitudinal direction ", " transverse direction ", " vertical ", " water
It is flat ", " interior ", the orientation of the instruction such as " outer " or position relationship for based on orientation shown in the drawings or position relationship, or the hair
Orientation or position relationship that bright product is usually put when using, or the orientation or position that those skilled in the art usually understand
Relation, or the orientation usually put when using of the invention product or position relationship, be for only for ease of the description present invention and
Simplify description, rather than indicate or imply that the device or element of meaning there must be specific orientation, with specific azimuth configuration
And operation, therefore be not considered as limiting the invention.In addition, term " first ", " second " etc. are only used for distinguishing description, and
It is not intended that indicating or implying relative importance.
In the description of the invention, in addition it is also necessary to explanation, unless otherwise clearly defined and limited, term " setting ",
" installation ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or one
Connect body；Can be mechanical connection or electrical connection；Can be joined directly together, can also be indirect by intermediary
It is connected, can is the connection of two element internals.For the ordinary skill in the art, on being understood with concrete condition
State the concrete meaning of term in the present invention.
Embodiment
With reference to shown in Fig. 1, embodiment of the present invention provides a kind of shuttering supporting builder's jack operation platform side of setting up
Method, for setting up scaffold 206 in the outside of shear wall 101.
It should be noted that when structure construction is to certain position, in shear wall 101 pre-buried tub 102 or
Reserved through hole on DN50PVC pipes 103, tub 102；In structure construction to during beam reinforced steel bar colligation, φ is preset on beam reinforced steel bar
The pre-buried ring of 16 reinforcing bars.
Scaffold 206 to be set up has horizontal direction, longitudinal direction and vertical direction.
The Platforms Construct Method of Super of this shuttering supporting builder's jack 206 comprises the following steps：
Installation is encorbelmented support member 201：At the position of scaffold 206 to be installed, the support member 201 that will encorbelment is from tub 102
Through hole penetrates shear wall 101, and the part in the outside positioned at shear wall 101 for support member 201 of encorbelmenting is Part I 2011, the
A part 2011 is hanging, and the part of the inner side positioned at shear wall 101 for support member 201 of encorbelmenting is Part II 2012, second
Divide 2012 through the pre-buried ring of reinforcing bar and be fixed on beam reinforced steel bar.
The length dimension of Part I 2011 is 1200-1300mm, preferably 1200mm；The length ruler of Part II 2012
Very little is 1800-1900mm, preferably 1800mm.
Support member 201 of encorbelmenting is arranged with parallel between many, adjacent two support members 201 of encorbelmenting in a longitudinal direction
Distance is determined according to the advance of vertical rod 2061 of the scaffold 206 of design.
In order to avoid encorbelmenting, support member 201 is slided in through hole, can set wedge 202 with through hole, wedge 202 blocks
Enter to encorbelment support member 201 and tub 102 gap in.
, can be in the one end of remote shear wall 101 for support member 201 of encorbelmenting in order to improve the security for support member 201 of encorbelmenting
Outstanding drawing, one end of the first steel wire rope 203 and the remote shear wall 101 1 of Part I 2011 are carried out by the first steel wire rope 203
End connection, bolt 204 of the other end with being anchored in shear wall 101 and positioned at the top of support member 201 of encorbelmenting is connected.
First steel wire rope 203 includes main rope and secondary steel wire rope, can so greatly improve the security of outstanding drawing.
In present embodiment, support member 201 of encorbelmenting can be made of 20# I-steel, and wedge 202 can be using wood
Material is made, and the bolt 204 being anchored on shear wall 101 can use M24 high-strength bolts 204, main rope and secondary steel
Cord is φ 20mm steel wire ropes using diameter dimension.
Encorbelment to set on support member 201 and take root a little：Set fixed in the upper surface of the Part I 2011 for support member 201 of encorbelmenting
Position the taking root a little as scaffold 206 of reinforcing bar 205, the spacing of adjacent two spacer bars 205 is 1000-1050mm.
In present embodiment, spacer bar 205 is made of C20 reinforcing bars, naturally it is also possible to be made of steel pipe, positions steel
The length dimension of muscle 205 is 100-110mm.It is preferred that, the length dimension of spacer bar 205 is 100mm, adjacent two positioning steel
The spacing of muscle 205 is 1050mm or so.
Scaffold 206 is installed：Vertical rod 2061 is set at spacer bar 205, and the bar 2063 that will longitudinally sweep the floor is swept the floor with horizontal
Bar 2062 is individually fixed in vertical rod 2061, the spacing of longitudinally sweep the floor bar 2063 and laterally sweep the floor bar 2062 and support member 201 of encorbelmenting
For 180-200mm, vertical equity bar and transverse horizontal bar are fixed on vertical rod 2061 and constitute scaffold 206, in scaffold 206
Lower end sets scaffold board.
In present embodiment, the advance of vertical rod 2061 is 1200mm or so, and the transfer of vertical rod 2061 is 1050mm or so,
The step pitch of vertical equity bar and transverse horizontal bar be 1500-1800mm, longitudinally sweep the floor bar 2063 and laterally sweep the floor bar 2062 with hang
It is 200mm or so to choose the spacing of support member 201.
In present embodiment, vertical rod 2061, longitudinal bar 2063 of sweeping the floor, laterally sweep the floor bar 2062, vertical equity bar and transverse direction
Horizon bar can be made of the steel pipes of φ 48 × 3.5.
Wall-connecting piece 208 is installed：A piece connection is set respectively in the interior outside of shear wall 101 at the position of pvc pipe 103
Part 207, connector 207 is fixed on shear wall 101 by U-shaped card, one end of wall-connecting piece 208 is passed through out of pvc pipe 103 and
It is connected with two connectors 207, the other end of wall-connecting piece 208 is located at the outside of shear wall 101 and is connected with scaffold 206,
On vertical direction, the top and bottom of scaffold 206 are respectively provided with a wall-connecting piece 208, in a longitudinal direction, every three across setting
A piece wall-connecting piece 208.
The wall-connecting piece 208 of the upper end of scaffold 206 lengthens the steady of wall-connecting piece 2081 to lengthen wall-connecting piece 2081 in order to improve
Qualitative and security, can be carried out in the one end for the remote shear wall 101 for lengthening wall-connecting piece 2081 by the second steel wire rope 209
Outstanding to draw, one end of the second steel wire rope 209 is connected with lengthening one end of remote shear wall 101 of wall-connecting piece 2081, the other end and anchoring
Connected in shear wall 101 and positioned at the bolt 204 for lengthening the top of wall-connecting piece 2081.
Second steel wire rope 209 also includes main rope and secondary steel wire rope, can so greatly improve the security of outstanding drawing.
In present embodiment, wall-connecting piece 208 and connector 207 can be made of the steel pipes of φ 48 × 3.5.
Installation form jacking 211：On the horizontal direction of scaffold 206, the vertical rod 2061 close to shear wall 101 is inner vertical
Bar 210, inner vertical rod 210 sets template jacking apart from lateral wall 200mm of shear wall 101 or so at the top of inner vertical rod 210
211 are used for support shuttering.
Bracing element 212 is installed：The wall-connecting piece 208 of the upper end of scaffold 206 is lengthens wall-connecting piece 2081, by bracing element 212
Be arranged at lengthening wall-connecting piece 2081 and support member 201 of encorbelmenting between, one end of bracing element 212 abutted with support member 201 of encorbelmenting and
Part close to support member 201 of encorbelmenting is connected with scaffold 206, the other end and the remote shear wall 101 for lengthening wall-connecting piece 2081
One end connection.
In present embodiment, wall-connecting piece 2081 is lengthened as semipermanent wall-connecting piece 208, it is easy to disassemble.
Guard rail is installed：At the upper lateral extent outside 200-220mm to be poured for building Cantilever Beams for lengthening wall-connecting piece 2081
First guard rail 213 is set, the first guard rail 213 is set preferably at the outside 200mm of distance Cantilever Beams to be poured,
The height dimension of first guard rail 213 is 1200mm, is lengthening one end setting the of remote the shear wall 101 of wall-connecting piece 2081
Two guard rails 214, the size of one end of the remote shear wall 101 of the lengthening distance wall-connecting piece 2081 of the second guard rail 214 is
200mm。
Second guard rail 214 is easy to disassemble as semipermanent guard rail.
The shuttering supporting builder's jack operation platform erection method that embodiment of the present invention is provided, it is easy to operate, set up
Speed is fast, substantially increases efficiency of construction, reduces operating expenses, and the stabilized structure of this scaffold 206 is reliable, steel wire rope it is outstanding
The security performance for setting the setting with guard rail to substantially increase scaffold 206, and the convenient disassembly of scaffold 206 are drawn,
Material is repeatable to be utilized, and has saved cost.
The preferred embodiment of the present invention is the foregoing is only, is not intended to limit the invention, for this area
For technical staff, the present invention can have various modifications and variations.Within the spirit and principles of the invention, that is made is any
Modification, equivalent substitution, improvement etc., should be included in the scope of the protection.
Claims (10)
1. a kind of shuttering supporting builder's jack operation platform erection method, for setting up scaffold on the outside of shear wall, its
It is characterised by, tub and pvc pipe are embedded with shear wall, and the tub is provided with through hole, and this shuttering supporting builder's jack is applied
Work Platforms Construct Method of Super comprises the following steps：
Installation is encorbelmented support member：At scaffold position to be installed, the support member that will encorbelment penetrates shear wall from the through hole of tub,
The part in the outside positioned at shear wall of the support member of encorbelmenting is Part I, and the Part I is hanging, the branch of encorbelmenting
The part of the inner side positioned at shear wall of support member is Part II, and the Part II is fixed on beam reinforced steel bar；
Encorbelment to set on support member and take root a little：In the upper surface of the Part I of the support member of encorbelmenting, spacer bar conduct is set
Scaffold is taken root a little, and the spacing of adjacent two spacer bars is 1000-1050mm；
Scaffold is installed：Vertical rod is set at the spacer bar, and will longitudinally sweep the floor bar and bar of laterally sweeping the floor are individually fixed in institute
State vertical rod, the spacing of bar is swept the floor in the longitudinal direction and the transverse direction is swept the floor bar and the support member of encorbelmenting is 180-200mm, will longitudinal direction
Horizon bar and transverse horizontal bar are fixed on the vertical rod and constitute scaffold, and scaffold board is set in the lower end of the scaffold, described
Scaffold has horizontal direction, longitudinal direction and vertical direction；
Wall-connecting piece is installed：A piece connector is set respectively at the position of pvc pipe in the interior outside of shear wall, by the even wall
One end of part passes through out of pvc pipe and is connected with two connectors, the other end of the wall-connecting piece be located at the outside of shear wall and
It is connected with the scaffold, in the vertical direction, the top and bottom of the scaffold are respectively provided with a wall-connecting piece, in longitudinal side
Upwards, every three across a piece wall-connecting piece of setting；
Installation form jacking：On the horizontal direction of the scaffold, the vertical rod close to shear wall is inner vertical rod, described inner vertical
The top of bar sets template jacking to be used for support shuttering；
Bracing element is installed：Bracing element is arranged at lengthening wall-connecting piece by the wall-connecting piece of the upper end of the scaffold to lengthen wall-connecting piece
Between support member of encorbelmenting, one end of the bracing element is abutted with the support member of encorbelmenting and close to the portion of the support member of encorbelmenting
Divide and be connected with the scaffold, the other end is connected with one end of the remote shear wall of the lengthening wall-connecting piece；
Guard rail is installed：Set at the upper lateral extent outside 200-220mm to be poured for building Cantilever Beams of the lengthening wall-connecting piece
First guard rail, the second guard rail is set in the one end for lengthening the remote shear wall of wall-connecting piece.
2. shuttering supporting builder's jack operation platform erection method according to claim 1, it is characterised in that described outstanding
Choose remote shear wall one end of support member also by the first steel wire rope carry out it is outstanding draw, one end of first steel wire rope and described the
Remote shear wall one end connection of a part, the other end is with being anchored in shear wall and the bolt above the support member of encorbelmenting
Connection.
3. shuttering supporting builder's jack operation platform erection method according to claim 2, it is characterised in that described to add
One end of the remote shear wall of long wall-connecting piece also by the second steel wire rope carry out it is outstanding draw, one end of second steel wire rope with it is described
Remote shear wall one end connection of wall-connecting piece is lengthened, the other end is with being anchored in shear wall and above the lengthening wall-connecting piece
Bolt connection.
4. shuttering supporting builder's jack operation platform erection method according to claim 3, it is characterised in that described
One steel wire rope and second steel wire rope include main rope and secondary steel wire rope, the main rope and the secondary steel wire rope
Diameter is φ 20mm.
5. shuttering supporting builder's jack operation platform erection method according to claim 1, it is characterised in that the wood
The through hole of box is provided with the wedge for support member of being encorbelmented for wedging.
6. shuttering supporting builder's jack operation platform erection method according to claim 1, it is characterised in that with it is described
Fill the beam reinforced steel bar at scaffold opposite position and be provided with the pre-buried ring of reinforcing bar, the Part II passes through the pre-buried ring of reinforcing bar.
7. shuttering supporting builder's jack operation platform erection method according to claim 1, it is characterised in that the pin
The longitudinal pitch of the vertical rod of hand cradle is 1200mm, and the horizon bar step pitch of the scaffold is 1500-1800mm.
8. shuttering supporting builder's jack operation platform erection method according to claim 1, it is characterised in that described vertical
Bar, longitudinal bar of sweeping the floor, laterally sweep the floor bar, wall-connecting piece and bracing element are made of the steel pipes of φ 48 × 3.5, the support member of encorbelmenting
It is made of 20# I-steel, the pvc pipe is made of DN50PVC pipes.
9. shuttering supporting builder's jack operation platform erection method according to claim 1, it is characterised in that described
The length dimension of a part is 1200-1300mm, and the length dimension of the Part II is 1800-1900mm.
10. shuttering supporting builder's jack operation platform erection method according to claim 1, it is characterised in that described
Spacer bar uses that C20 reinforcing bars are made and length dimension is 100-110mm.
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| CN201710482698.9A CN107152160A (en) | 2017-06-22 | 2017-06-22 | A kind of shuttering supporting builder's jack operation platform erection method |
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| CN201710482698.9A CN107152160A (en) | 2017-06-22 | 2017-06-22 | A kind of shuttering supporting builder's jack operation platform erection method |
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| CN115162350A (en) * | 2022-07-07 | 2022-10-11 | 中国华冶科工集团有限公司 | Supporting system and supporting method for cantilever beam plate under condition of vertical support of ultra-deep foundation pit |
| CN115341701A (en) * | 2022-08-19 | 2022-11-15 | 山东金城建设有限公司 | High-altitude overhanging steel bar truss floor support plate hanging formwork construction method |
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| CN108643544B (en) * | 2018-04-02 | 2020-10-23 | 中国十七冶集团有限公司 | High-altitude overhanging construction platform support system and construction method |
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| CN110259120A (en) * | 2019-07-01 | 2019-09-20 | 中国二十二冶集团有限公司 | Cornice template support device |
| CN111441577A (en) * | 2020-04-17 | 2020-07-24 | 中建一局集团第一建筑有限公司 | Reinforcing structure and method for ultra-thick cantilever plate side mold |
| CN111706087A (en) * | 2020-04-30 | 2020-09-25 | 上海二十冶建设有限公司 | Mounting method of steel support frame for C-shaped stock ground cantilever platform construction |
| CN113047592A (en) * | 2021-03-30 | 2021-06-29 | 浙江泛华工程咨询有限公司 | High-rise building engineering construction protector |
| CN115162350A (en) * | 2022-07-07 | 2022-10-11 | 中国华冶科工集团有限公司 | Supporting system and supporting method for cantilever beam plate under condition of vertical support of ultra-deep foundation pit |
| CN115162350B (en) * | 2022-07-07 | 2024-04-16 | 中国华冶科工集团有限公司 | Support system and support method for cantilever beam plate under ultra-deep foundation pit vertical support condition |
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| CN115341701B (en) * | 2022-08-19 | 2024-05-28 | 山东金城建设有限公司 | Hanging formwork construction method for high-altitude overhanging steel bar truss floor support plate |
| CN116201242A (en) * | 2023-05-04 | 2023-06-02 | 中铁建工集团有限公司 | Conversion construction method for ultra-long cantilever structure |
| CN116201242B (en) * | 2023-05-04 | 2023-09-08 | 中铁建工集团有限公司 | Conversion construction method for ultra-long cantilever structure |
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Application publication date: 20170912 |