CN114541740A - Integral steel platform formwork equipment for inclined wall construction and construction method thereof - Google Patents
Integral steel platform formwork equipment for inclined wall construction and construction method thereof Download PDFInfo
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- CN114541740A CN114541740A CN202210007645.2A CN202210007645A CN114541740A CN 114541740 A CN114541740 A CN 114541740A CN 202210007645 A CN202210007645 A CN 202210007645A CN 114541740 A CN114541740 A CN 114541740A
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Abstract
The invention provides an integral steel platform formwork device for inclined wall construction and a construction method thereof, wherein the integral steel platform formwork device comprises the following steps: a body portion comprising: the steel platform system, the barrel frame supporting system, the steel column climbing system and the main body template system; a slave body portion comprising: the auxiliary operating platform system is detachably connected to the lower portion of the steel platform system, the auxiliary operating platform system is connected with the auxiliary formwork system, the climbing power system is respectively connected with the auxiliary operating platform system and the auxiliary formwork system, the auxiliary formwork system is arranged on the outer side of the inclined wall to be constructed, and the main formwork system and the auxiliary formwork system are used for pouring concrete in a matched mode. The invention solves the problem of constructing the inclined wall structure by the integral steel platform formwork equipment and achieves safe and efficient construction of the inclined wall structure.
Description
Technical Field
The invention relates to an integral steel platform formwork device for inclined wall construction and a construction method thereof.
Background
With the acceleration of urbanization process in China, the development of the building industry is leap forward, the form of the super high-rise structure is complicated day by day, and higher requirements are put forward on the applicability of the super high-rise structure construction formwork equipment. At present, the whole steel platform formwork equipment is widely applied to super high-rise construction, the equipment realizes super high-rise structure construction through a power built-in hydraulic drive climbing process, the construction adaptability to a super high-rise vertical structure is good, but the construction applicability to inclined walls is poor, and the safe and efficient construction requirements of the inclined walls are difficult to meet. Meanwhile, the existing inclined wall construction method mainly adopts the erection of cantilever scaffold for construction, the cantilever scaffold is erected layer by layer along with the inclined wall construction, the high-altitude erection construction difficulty is high, the construction efficiency is low, potential safety hazards exist, and the safe and efficient construction requirements cannot be met.
Disclosure of Invention
The invention aims to provide integral steel platform formwork equipment for inclined wall construction and a construction method thereof.
In order to solve the above problems, the present invention provides an integral steel platform formwork apparatus for inclined wall construction, comprising:
a body portion 5 comprising: the steel column climbing construction method comprises a steel platform system 51, a barrel frame supporting system 53, a steel column climbing system 52 and a main body template system 54, wherein the steel column climbing system 52 is located at the top of an inclined wall to be constructed, the steel platform system 51 is connected below the steel column climbing system 52, the barrel frame supporting system 53 is fixed at the lower part of the steel platform system 51 through bolts, and the barrel frame supporting system 53 is erected in a reserved hole 532 of a core barrel shear wall through a hydraulic telescopic steel corbel support 531 located at the bottom of the barrel frame supporting system 53; the main body formwork system 54 is connected with the lower part of the steel platform system 51, and the main body formwork system 54 is arranged on the inner side of the inclined wall to be constructed;
a slave body portion 6 comprising: the auxiliary operating platform system 61 is detachably connected to the lower part of the steel platform system 51, the auxiliary operating platform system 61 is connected with the auxiliary formwork system 63, the climbing power system 62 is respectively connected with the auxiliary operating platform system 61 and the auxiliary formwork system 63, the auxiliary formwork system 63 is arranged on the outer side of the inclined wall to be constructed, and the main formwork system 54 and the auxiliary formwork system 63 are used for clamping and pouring concrete.
Further, in the above-mentioned integral steel platform formwork equipment for inclined wall construction, the steel column climbing system 52 includes: the main body climbing boot 522, the hydraulic system 523 and the climbing rail upright 521, wherein the main body climbing boot 522 is fixed at the top of the steel platform system 51 and is connected with the hydraulic system 523, the hydraulic system 523 provides power for climbing of the steel main body climbing boot 522, the climbing rail upright 521 is vertically fixed on a concrete pouring completion surface of the core barrel shear wall, and the climbing rail upright 521 provides support for climbing of the main body climbing boot 522.
Further, in the above-described integral steel deck formwork setup for inclined wall construction, the main body formwork system 54 includes: the large steel template is connected to the lower portion of the chain block.
Further, in the above-described integral steel platform formwork equipment for the inclined wall construction, the slave operation platform system 61 includes: and the auxiliary formwork system 63 is arranged on one side of the formwork sliding operation platform 614.
Further, in the above-mentioned integral steel platform formwork equipment for inclined wall construction, the climbing system 62 includes: a climbing rail 623, a hydraulic power system 625 and a fall protection device 624, wherein the climbing rail 623 is connected with the hydraulic power system 625 and the fall protection device 624 respectively.
Further, in the above-mentioned whole steel platform die carrier equipment for inclined wall construction, still include: the auxiliary body climbing cone 622 is arranged on the steel bars of the inclined wall to be constructed and the vertical wall 1 at the lower part of the inclined wall, and the auxiliary body climbing boot 621 is connected to the auxiliary body climbing cone 622.
Further, in the above-mentioned integral steel platform formwork equipment for the inclined wall construction, after the slave climbing rail 623 is lifted to the position, the slave climbing rail bears the weight on the slave climbing shoe 621 through the bearing pin.
Further, in the above-described integral steel platform formwork equipment for the inclined wall construction, the lower portion of the steel platform system 51 is provided with a guide rail 612, and the slave operation platform system 61 can slide along the guide rail 612.
Further, in the above-mentioned whole steel platform die carrier equipment for inclined wall construction, still include:
and a cantilever scaffold 611 provided on the side of the slave operation platform system 61 close to the inclined wall.
According to another aspect of the present invention, there is also provided a method for constructing a sloped wall, using the integral steel platform formwork equipment for sloped wall construction, the method comprising:
step S1, using the main body part 5 to carry the steel bars of the vertical wall body 1 of the lower layer of the first-layer inclined wall 2 constructed by the slave operation platform system 61, embedding the slave climbing cone 622 after the steel bars of the vertical wall body 1 are bound, lifting the main body template system 54, pouring the concrete of the vertical wall body 1, and after the concrete of the vertical wall body 1 reaches the strength required by the design, using the main body part 5 to carry the slave operation platform system 61 to lift one layer to the first-layer inclined wall 2;
step S2, removing the rod piece on the upper part of the barrel frame support system 53 which conflicts with the first inclined wall layer 2, constructing an overhanging scaffold 611 on one side of the slave operation platform system 61 close to the first inclined wall layer 2, binding the steel bars of the first inclined wall layer 2, embedding a slave climbing cone 622 in the steel bars of the first inclined wall layer 2 after the binding of the steel bars of the first inclined wall layer 2 is completed, lifting the master formwork system 54 and the slave formwork system 63 through the master formwork system 54 on the two sides of the first inclined wall layer 2, and closing the dies to cast the concrete of the first inclined wall layer 2;
step S3, removing the rod piece on the upper part of the barrel frame support system 53 which conflicts with the second inclined wall 3, lifting one layer of rod piece from the body operation platform system 61 to the second inclined wall 3 by the main body part 5, constructing a cantilever scaffold 611 on one side of the body operation platform system 61 close to the second inclined wall 3, binding the steel bars of the second inclined wall 3, connecting the climbing system 62 of the slave body part 6 with the template system 63 after the binding of the steel bars of the second inclined wall 3 is completed, and separating the main body part 5 from the body operation platform system 61;
step S4, adjusting the inclination angle from the body climbing guide rail 623 to the second layer inclined wall 3, obliquely lifting the body climbing guide rail 623 through a hydraulic power system 625, after the body climbing guide rail 623 is lifted to the position, inserting a bearing pin into an upper hole of the body climbing guide rail 623 to bear the weight on the body climbing shoe 621, controlling the body operation platform system 61 and the body formwork system 63 to obliquely climb a floor to the second layer inclined wall 3 along the climbing guide rail 623, simultaneously lifting the body formwork system 54 through the steel column climbing system 52, and closing the molds and pouring the concrete of the second layer inclined wall 3 through the body formwork system 54 on both sides of the second layer inclined wall 3 and the body formwork system 63;
step S5, removing the bars of the main body barrel frame support system 53 which conflict with the inclined wall 4 on the third layer, lifting the main body formwork system 54 by the steel column climbing system 52 to lift a layer to the inclined wall 4 on the third layer, constructing the wall steel bars, controlling the slave body operation platform system 61 and the slave body formwork system 63 to obliquely climb a floor to the inclined wall 4 on the third layer along the climbing guide rail 623 after the steel bars of the inclined wall 4 on the third layer are bound, and closing the molds and pouring the concrete of the inclined wall 4 on the third layer by the main body formwork system 54 and the slave body formwork system 63 on both sides of the inclined wall 4 on the third layer.
Compared with the prior art, the invention comprises the following steps: a body portion 5 comprising: the steel column climbing construction method comprises a steel platform system 51, a barrel frame supporting system 53, a steel column climbing system 52 and a main body template system 54, wherein the steel column climbing system 52 is located at the top of an inclined wall to be constructed, the steel platform system 51 is connected below the steel column climbing system 52, the barrel frame supporting system 53 is fixed at the lower part of the steel platform system 51 through bolts, and the barrel frame supporting system 53 is erected in a reserved hole 532 of a core barrel shear wall through a hydraulic telescopic steel corbel support 531 located at the bottom of the barrel frame supporting system 53; the main body formwork system 54 is connected with the lower part of the steel platform system 51, and the main body formwork system 54 is arranged on the inner side of the inclined wall to be constructed; a slave body portion 6 comprising: the auxiliary operating platform system 61 is detachably connected to the lower part of the steel platform system 51, the auxiliary operating platform system 61 is connected with the auxiliary formwork system 63, the climbing power system 62 is respectively connected with the auxiliary operating platform system 61 and the auxiliary formwork system 63, the auxiliary formwork system 63 is arranged on the outer side of the inclined wall to be constructed, and the main formwork system 54 and the auxiliary formwork system 63 are used for clamping and pouring concrete. The invention solves the problem of constructing the inclined wall structure by the integral steel platform formwork equipment and achieves safe and efficient construction of the inclined wall structure.
Drawings
Fig. 1 is a partial structural view of an integral steel platform formwork apparatus for inclined wall construction according to an embodiment of the present invention;
fig. 2 is an overall structural view of an integral steel platform formwork apparatus for inclined wall construction according to an embodiment of the present invention;
FIG. 3 is a detailed schematic view of the one-piece steel platform formwork arrangement of FIG. 2;
FIG. 4 is a schematic diagram of the construction of a vertical wall according to an embodiment of the present invention;
FIG. 5 is a schematic view of the construction of a first inclined wall according to an embodiment of the present invention;
FIG. 6 is a schematic view of the construction of a second inclined wall layer according to an embodiment of the present invention;
FIG. 7 is a schematic view of the construction of a third layer of inclined wall according to an embodiment of the present invention;
the building comprises 1-a vertical wall body, 2-a first layer inclined wall, 3-a second layer inclined wall and 3, 4-a third layer inclined wall;
5-a main body part, 51-a steel platform system, 52-a steel column climbing system, 53-a barrel frame supporting system, 54-a main body template system, 531-a hydraulic telescopic steel corbel support, 532-a preformed hole, 521-a climbing guide rail upright post, 522-a climbing boot and 523-a hydraulic system;
the slave body part 6, 61-slave body operation platform system, 62-climbing power system, 63-slave body formwork system, 611-overhanging scaffold, 612-guide rail, 613-reinforcement and concrete pouring operation platform, 614-formwork slipping operation platform, 615-power system operation platform, 621-slave body climbing shoe, 622-slave body climbing cone, 623-climbing guide rail, 624-anti-falling device, 625-hydraulic power system.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in further detail below.
As shown in fig. 1 to 3, the present invention provides an integral steel platform formwork apparatus for inclined wall construction, comprising:
a body portion 5 comprising: the steel column climbing construction method comprises a steel platform system 51, a barrel frame supporting system 53, a steel column climbing system 52 and a main body template system 54, wherein the steel column climbing system 52 is located at the top of an inclined wall to be constructed, the steel platform system 51 is connected below the steel column climbing system 52, the barrel frame supporting system 53 is fixed at the lower part of the steel platform system 51 through bolts, and the barrel frame supporting system 53 is erected in a reserved hole 532 of a core barrel shear wall through a hydraulic telescopic steel corbel support 531 located at the bottom of the barrel frame supporting system 53; the main body formwork system 54 is connected with the lower part of the steel platform system 51, and the main body formwork system 54 is arranged on the inner side of the inclined wall to be constructed;
a slave body portion 6 comprising: the auxiliary operating platform system 61 is detachably connected to the lower part of the steel platform system 51, the auxiliary operating platform system 61 is connected with the auxiliary formwork system 63, the climbing power system 62 is respectively connected with the auxiliary operating platform system 61 and the auxiliary formwork system 63, the auxiliary formwork system 63 is arranged on the outer side of the inclined wall to be constructed, and the main formwork system 54 and the auxiliary formwork system 63 are used for clamping and pouring concrete.
In an embodiment of the present invention, the steel column climbing system 52 includes: the main body climbing boot 522, the hydraulic system 523 and the climbing rail upright 521, wherein the main body climbing boot 522 is fixed at the top of the steel platform system 51 and is connected with the hydraulic system 523, the hydraulic system 523 provides power for climbing of the steel main body climbing boot 522, the climbing rail upright 521 is vertically fixed on a concrete pouring completion surface of the core barrel shear wall, and the climbing rail upright 521 provides support for climbing of the main body climbing boot 522.
In an embodiment of the present invention, the main formwork system 54 includes: the large steel template is connected to the lower portion of the chain block.
In an embodiment of the present invention, the integral steel platform formwork equipment for inclined wall construction includes: and the auxiliary formwork system 63 is arranged on one side of the formwork sliding operation platform 614.
In an embodiment of the present invention, the climbing system 62 comprises: a climbing rail 623, a hydraulic power system 625 and a fall protection device 624, wherein the climbing rail 623 is connected with the hydraulic power system 625 and the fall protection device 624 respectively.
In an embodiment of the integral steel platform formwork equipment for inclined wall construction, the invention further comprises: the auxiliary body climbing cone 622 is arranged on the steel bars of the inclined wall to be constructed and the vertical wall 1 at the lower part of the inclined wall, and the auxiliary body climbing boot 621 is connected to the auxiliary body climbing cone 622.
In an embodiment of the integrated steel platform formwork equipment for inclined wall construction, after the slave climbing rail 623 is lifted to the right position, the bearing pin bears the weight on the slave climbing boot 621.
In an embodiment of the integral steel platform formwork equipment for inclined wall construction, the lower part of the steel platform system 51 is provided with a guide rail 612, and the slave operation platform system 61 can slide along the guide rail 612 so as to meet construction requirements of wall body acceptance and separation.
In an embodiment of the integral steel platform formwork equipment for inclined wall construction, the invention further comprises:
and a cantilever scaffold 611 provided on the side of the slave operation platform system 61 close to the inclined wall.
Aiming at the problem that the existing integral steel platform formwork equipment is difficult to meet the requirements of inclined wall construction, the invention provides the integral steel platform formwork equipment for the inclined wall construction, solves the problem that the integral steel platform formwork equipment is difficult to construct an inclined wall structure, and achieves safe and efficient construction of the inclined wall structure.
A split type hydraulic drive integral steel platform formwork device for inclined wall construction and a construction method thereof comprise an integral steel platform formwork device main body part 5 and a slave body part 6. The integral steel platform formwork equipment main body comprises a steel platform system 51, a barrel frame supporting system 53, a steel column climbing system 52 and a formwork system 54. The steel platform system 51 is positioned at the top of the whole formwork equipment main body; the barrel frame supporting system 53 is fixed at the lower part of the steel platform system 51 through bolts, and the barrel frame supporting system 53 is erected in a preformed hole 532 of the core barrel shear wall through a hydraulic telescopic steel bracket support 531 positioned at the bottom of the barrel frame supporting system 53; the steel column climbing system 52 comprises a main body climbing shoe 522, a hydraulic system 523 and a climbing guide rail upright 521, wherein the main body climbing shoe 522 is fixed at the top of the steel platform system 51 and is connected with the hydraulic system 523, the hydraulic system 523 provides power for climbing of the steel platform, and the climbing guide rail upright 521 is vertically fixed on a concrete pouring finish surface of the core barrel shear wall and provides support for climbing of steel platform formwork equipment. The subject template system 54 includes: after the steel bars on the upper layer are bound, the chain block fixed on the lower portion of the steel platform system 51 is used as a power system to lift the steel large formwork, and after the steel large formwork and the slave formwork system 63 are lifted in place, the steel large formwork and the slave formwork system 63 are closed to pour concrete.
The slave body portion 6 includes: a slave body operation platform system 61, a climbing power system 62 and a slave body template system 63. The slave operation platform system 61 includes: and the auxiliary formwork system 63 is arranged on one side of the formwork sliding operation platform 614. The climbing system 62 includes: climbing rail 623, hydraulic power system 625, fall arrest device 624; form panels for core tube wall casting concrete from the form panel system 63.
When the vertical wall body 1 and the first layer inclined wall 2 are constructed, the slave operation platform system 61 is hung and fixed on the lower part of the main steel platform system and is combined with the whole steel platform formwork equipment main body 5 into a whole, and the main body part 5 carries the slave body part 6 to construct the core tube vertical wall body and the first layer inclined wall 2 on the core tube vertical wall body. When the second inclined wall 3 on the first inclined wall is constructed, the steel platform system 51 of the main body part 5 is separated from the slave body operation platform system 61 of the slave body part 6, and the hydraulic power system 62 and the traditional template system 63 of the slave body are installed before separation, so that the main body part 5 and the slave body part 6 can independently climb to construct the second inclined wall 3.
Before the main body of the integral steel platform formwork device is lifted in the inclined wall construction stage, the barrel frame rod piece which conflicts with the inclined wall needs to be firstly detached, and then the main body of the integral steel platform is lifted. The barrel frame rods which conflict with the inclined wall are designed into standard modularized rods, the rods are numbered, the rods which need to be dismounted can be dismounted by number checking and seating before lifting, the rods are connected with the rods through bolts, and the barrel frame rods can be directly dismounted and reused.
When the vertical wall body 1 and the first-layer inclined wall 2 are constructed, the slave operation platform system 61 is hung and fixed on the lower portion of the main steel platform system 51, the guide rail 612 is arranged on the lower portion of the steel platform system 51, and the slave operation platform system 61 can slide along the guide rail, so that the construction requirements of wall body collection and separation are met.
As shown in fig. 1 to 7, according to another aspect of the present invention, there is provided a method for constructing a sloped wall, using the integral steel platform formwork equipment for sloped wall construction according to any one of the embodiments, the method including:
as shown in fig. 4, in step S1, the main body part 5 is used to carry the vertical wall body 1 steel bars from the floor of the floor-inclined wall 2 constructed by the floor-inclined wall system 61, the climbing cone 622 is pre-embedded after the steel bars of the vertical wall body 1 are bound, the main body formwork system 54 is lifted, the concrete of the vertical wall body 1 is poured, and after the concrete of the vertical wall body 1 reaches the strength required by the design, the main body part 5 is carried to lift the floor-inclined wall 2 from the floor-inclined wall system 61;
as shown in fig. 5, in step S2, removing the rod members on the upper part of the tube frame support system 53, which collide with the first inclined wall 2, constructing an overhanging scaffold 611 on the side of the slave operation platform system 61 close to the first inclined wall 2, binding the steel bars of the first inclined wall 2, embedding a slave climbing cone 622 in the steel bars of the first inclined wall 2 after the binding of the steel bars of the first inclined wall 2 is completed, lifting the master formwork system 54 and the slave formwork system 63 through the master part 5, and performing matched mould casting on the concrete of the first inclined wall 2 through the master formwork system 54 and the slave formwork system 63 on the two sides of the first inclined wall 2;
step S3, removing the rod piece on the upper part of the barrel frame support system 53 which conflicts with the second inclined wall 3, lifting one layer from the body operation platform system 61 to the second inclined wall 3 by the main body part 5, constructing a cantilever scaffold 611 on one side of the body operation platform system 61 close to the second inclined wall 3, binding the steel bars of the second inclined wall 3, connecting the climbing system 62 of the slave body part 6 with the template system 63 after the binding of the steel bars of the second inclined wall 3 is completed, and separating the main body part 5 from the body operation platform system 61;
as shown in fig. 6, in step S4, the tilt angle of the slave climbing rail 623 to the second-layer inclined wall 3 is adjusted, the slave climbing rail 623 is obliquely lifted by the hydraulic power system 625, after the slave climbing rail 623 is lifted to the position, after a bearing pin is inserted into an upper hole of the slave climbing rail 623 to bear the weight of the slave climbing shoe 621, the slave operation platform system 61 and the slave formwork system 63 are controlled to obliquely climb a floor to the second-layer inclined wall 3 along the climbing rail 623, and at the same time, the master formwork system 54 is lifted by the steel column climbing system 52, the concrete of the second-layer inclined wall 3 is matched and poured, and the concrete of the second-layer inclined wall 3 is matched and poured by the master formwork systems 54 at both sides of the second-layer inclined wall 3 and the master formwork system 63;
as shown in fig. 7, in step S5, removing the rods of the main body barrel frame support system 53 which collide with the inclined wall 4 at the third layer, lifting the main body formwork system 54 by the steel column climbing system 52 to lift the inclined wall 4 at the third layer one layer, constructing the reinforcing steel bars of the wall body, after the reinforcing steel bars of the inclined wall 4 at the third layer are bound, controlling the inclined climbing from the body operation platform system 61 and the inclined formwork system 63 along the climbing guide rail 623 to one floor to the inclined wall 4 at the third layer, and performing mold closing and pouring on the concrete of the inclined wall 4 at the third layer through the main body formwork system 54 at the two sides of the inclined wall 4 at the third layer and the inclined formwork system 63;
and step S6, and completing the inclined wall concrete construction layer by layer from bottom to top by parity of reasoning.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
It will be apparent to those skilled in the art that various changes and modifications may be made in the invention without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (10)
1. The utility model provides an integral steel platform die carrier equipment for inclined wall construction which characterized in that includes:
a body portion (5) comprising: the steel column climbing construction system comprises a steel platform system (51), a barrel frame supporting system (53), a steel column climbing system (52) and a main body template system (54), wherein the steel column climbing system (52) is located at the top of an inclined wall to be constructed, the steel platform system (51) is connected below the steel column climbing system (52), the barrel frame supporting system (53) is fixed to the lower portion of the steel platform system (51) through bolts, and the barrel frame supporting system (53) is erected in a reserved hole (532) of the core barrel shear wall through a hydraulic telescopic steel bracket support (531) located at the bottom of the barrel frame supporting system (53); the main body formwork system (54) is connected with the lower part of the steel platform system (51), and the main body formwork system (54) is arranged on the inner side of the inclined wall to be constructed;
a slave body portion (6) comprising: the auxiliary body operation platform system (61), the climbing power system (62) and the auxiliary body formwork system (63), wherein the auxiliary body operation platform system (61) is detachably connected to the lower portion of the steel platform system (51), the auxiliary body operation platform system (61) is connected with the auxiliary body formwork system (63), the climbing power system (62) is respectively connected with the auxiliary body operation platform system (61) and the auxiliary body formwork system (63), the auxiliary body formwork system (63) is arranged on the outer side of the inclined wall to be constructed, and the main body formwork system (54) and the auxiliary body formwork system (63) are used for clamping and pouring concrete.
2. The integral steel platform formwork arrangement for inclined wall construction according to claim 1, wherein the steel column climbing system (52) comprises: the main body climbing boot (522), the hydraulic system (523) and the climbing rail upright post (521), wherein the main body climbing boot (522) is fixed at the top of the steel platform system (51) and is connected with the hydraulic system (523), the hydraulic system (523) provides power for climbing of the steel main body climbing boot (522), the climbing rail upright post (521) is vertically fixed on a concrete pouring completion surface of the core barrel shear wall, and the climbing rail upright post (521) provides support for climbing of the main body climbing boot (522).
3. The unitary steel platform formwork arrangement for inclined wall construction according to claim 1, wherein the main body formwork system (54) comprises: the large steel template is connected to the lower portion of the chain block.
4. The monolithic steel platform formwork arrangement for inclined wall construction according to claim 1, characterized in that said slave operation platform system (61) comprises: reinforcement and concrete placement operation platform (613), template slip operation platform (614) and driving system operation platform (615) that from top to bottom connect gradually, from formwork system (63) set up in one side of template slip operation platform (614).
5. The monolithic steel platform formwork arrangement for inclined wall construction according to claim 1, characterized in that the climbing system (62) comprises: the climbing device comprises a climbing rail (623), a hydraulic power system (625) and a falling prevention device (624), wherein the climbing rail (623) is respectively connected with the hydraulic power system (625) and the falling prevention device (624).
6. The integral steel platform formwork apparatus for skew wall construction of claim 1, further comprising: the auxiliary climbing cone (622) is arranged on the steel bars of the inclined wall to be constructed and the vertical wall body (1) at the lower part of the inclined wall, and the auxiliary climbing cone (622) is connected with an auxiliary climbing boot (621).
7. The integrated steel platform formwork equipment for the inclined wall construction as claimed in claim 1, wherein the slave climbing rail (623) is supported on the slave climbing shoe (621) by a bearing pin after being lifted to a position.
8. The integral steel platform formwork arrangement for inclined wall construction according to claim 1, wherein the lower part of the steel platform system (51) is provided with a guide rail (612), and the slave work platform system (61) is slidable along the guide rail (612).
9. The integral steel platform formwork apparatus for skew wall construction of claim 1, further comprising:
and an overhanging scaffold (611) arranged on one side of the slave operation platform system (61) close to the inclined wall.
10. A method of constructing a tilt-wall, using the integral steel platform formwork apparatus for tilt-wall construction according to any one of claims 1 to 9, the method comprising:
step S1, carrying the steel bars of the vertical wall body (1) of the lower layer of the first-layer inclined wall (2) constructed by the slave operation platform system (61) by the main body part (5), embedding the slave climbing cone (622) after the steel bars of the vertical wall body (1) are bound, lifting the main body template system (54), pouring the concrete of the vertical wall body (1), and lifting the main body part (5) to the first-layer inclined wall (2) by the slave operation platform system (61) after the concrete of the vertical wall body (1) reaches the strength required by design;
step S2, removing a rod part on the upper part of the barrel frame support system (53) and colliding with the first inclined wall (2), constructing a cantilever scaffold (611) on one side, close to the first inclined wall (2), of the slave operation platform system (61), binding steel bars of the first inclined wall (2), embedding a slave climbing cone (622) in the steel bars of the first inclined wall (2) after the binding of the steel bars of the first inclined wall is finished, lifting the master formwork system (54) and the slave formwork system (63) through the master part (5), and performing die assembly and pouring on concrete of the first inclined wall (2) through the master formwork system (54) and the slave formwork system (63) on two sides of the first inclined wall (2);
step S3, removing a rod part on the upper part of the barrel frame supporting system (53) and colliding with the second inclined wall layer (3), lifting a layer from the body operation platform system (61) to the second inclined wall layer (3) by the main body part (5), constructing a cantilever scaffold (611) on one side of the body operation platform system (61) close to the second inclined wall layer (3), binding steel bars of the second inclined wall layer (3), connecting the climbing system (62) of the slave body part (6) with the template system (63) after the binding of the steel bars of the second inclined wall layer (3) is completed, and separating the main body part (5) from the body operation platform system (61);
step S4, adjusting the inclination angle from the body climbing guide rail (623) to the second inclined wall layer (3), obliquely lifting the body climbing guide rail (623) through a hydraulic power system (625), after lifting the body climbing guide rail (623) to a position, inserting a bearing pin into an upper hole of the body climbing guide rail (623) to bear the weight of the body climbing shoe (621), controlling the body operation platform system (61) and the body formwork system (63) to obliquely climb a floor to the second inclined wall layer (3) along the climbing guide rail (623), simultaneously lifting the body formwork system (54) through a steel column climbing system (52), and closing and pouring concrete of the second inclined wall layer (3) through the body formwork system (54) on both sides of the second inclined wall layer (3) and the body formwork system (63);
and S5, removing the bars of the main body barrel frame support system (53) which conflict with the inclined wall (4) at the third layer, lifting the main body template system (54) to lift the inclined wall (4) at the third layer through the steel column climbing system (52), constructing wall steel bars, controlling the inclined climbing of one floor to the inclined wall (4) at the third layer from the body operation platform system (61) and the body template system (63) along the climbing guide rail (623) after finishing the steel bar binding of the inclined wall (4) at the third layer, and closing the molds and pouring the concrete of the inclined wall (4) at the third layer through the main body template system (54) at the two sides of the inclined wall (4) at the third layer and the body template system (63).
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