CN211775609U

CN211775609U - Integrated form scaffold of independent post roof beam outer frame high-rise building

Info

Publication number: CN211775609U
Application number: CN202020089250.8U
Authority: CN
Inventors: 胡维腾; 李青; 李迥; 曹震; 黄聪; 杨旭栋; 桂训威
Original assignee: Yunliang Shanghai Building Technology Co ltd; Sunyoung Construction Group Co ltd
Current assignee: Yunliang Shanghai Building Technology Co ltd; Sunyoung Construction Group Co ltd
Priority date: 2020-01-16
Filing date: 2020-01-16
Publication date: 2020-10-27
Anticipated expiration: 2030-01-16

Abstract

The utility model provides an independent post roof beam outer frame high-rise structures integrated form mould scaffold, lead to long horizontal pole, mould scaffold bracing, steel sheet, a plurality of fastener, a plurality of scaffold board, a plurality of bottom template including bearing I-steel, bearing I-steel bracing, built-in fitting, die carrier pole setting, die carrier horizontal pole, scaffold pole setting, scaffold horizontal pole, mould scaffold. Bearing I-steel constitutes the bearing basement with bearing I-steel bracing, and a plurality of bearing basement is connected and is fixed with the scaffold frame pole setting through the pole setting mounting respectively, a plurality of the scaffold frame pole setting with the scaffold frame horizontal pole passes through the fastener and connects to constitute whole mould scaffold system jointly with the die carrier system, the beneficial effects of the utility model are that: the construction method has the advantages that the concrete construction quality of the related components of the high-rise structure of the outer frame of the independent column beam is guaranteed, a safe operation platform is provided for construction operators to guarantee construction safety, material consumption is reduced during construction, and the construction period is shortened.

Description

Integrated form scaffold of independent post roof beam outer frame high-rise building

Technical Field

The utility model relates to an integrated form mould scaffold, specifically, relate to an independent post roof beam outer frame high-rise structures integrated form mould scaffold.

Background

A formwork needs to be erected in the construction process of the concrete building component so as to ensure the erection of a component formwork and the pouring quality of concrete; in the process of erecting the formwork and pouring concrete, a scaffold also needs to be erected, an operation platform is provided for construction operators, and the operation safety of the construction operators is guaranteed. In the construction process of the members of the high-rise building of the outer frame of the independent main beam, because the scaffold does not have a built space, aiming at the construction of the structural members, the prior art mainly carries out construction in a mode of cantilever scaffold and high formwork full-framing, and in the construction process by utilizing the prior art, the concrete construction quality and the operation safety of constructors of the members related to the high-rise building of the outer frame of the independent main beam cannot be ensured, the consumption of construction materials is large, and the construction period is slow. Therefore, it is important to find an integrated form scaffold for a high-rise structure of an independent column-beam outer frame, which can ensure construction quality, improve operation safety of constructors, reduce material consumption and accelerate construction period.

SUMMERY OF THE UTILITY MODEL

In order to overcome the prior art defect, the utility model aims at providing an independent post roof beam outer frame high-rise structures integrated form mould scaffold carries out integrating of die carrier and scaffold to the unsettled independent post roof beam outer frame high-rise structures component in one end and both ends and sets up, through the fixed and encorbelment of I-steel member spare, supports the mould scaffold on upper portion jointly.

The method is realized by the following specific steps: the utility model provides a pair of independent post roof beam outer frame high-rise structures integrated form mould scaffold includes bearing I-steel, bearing I-steel bracing, built-in fitting, die carrier pole setting, die carrier horizontal pole, scaffold pole setting, scaffold frame horizontal pole, mould scaffold frame lead to long horizontal pole, mould scaffold frame bracing, steel sheet, a plurality of fastener, a plurality of scaffold board, a plurality of bottom template.

Preferably, the bearing I-steel is made of hard steel and is fixed on an existing member of the high-rise structure of the outer frame of the independent column beam through an embedded part, the embedded part is a U-shaped steel bar, the embedded part is embedded in the construction process of the existing member of the high-rise structure of the outer frame of the independent column beam and is welded with a main stressed steel bar in the existing member of the high-rise structure of the outer frame of the independent column beam, the embedded part and the bearing I-steel are fixedly connected through a connecting plate and a nut, and the connecting plate is a hard steel connecting plate;

preferably, the bearing I-steel diagonal brace is a hard round steel rod piece, one end of the bearing I-steel diagonal brace is connected with the bearing I-steel through a rotatable connecting piece, and the other end of the bearing I-steel diagonal brace is welded with a steel plate and is connected with an existing member of the high-rise structure of the outer frame of the independent column beam through an expansion bolt;

more preferably, the bearing I-steel is welded with upright rod fixing pieces, the upright rod fixing pieces are cross short steel plates, the bearing I-steel and the bearing I-steel inclined struts form bearing bases, and a plurality of bearing bases are respectively connected and fixed with the scaffold upright rods through the upright rod fixing pieces;

preferably, the scaffold upright rods are hard hollow circular steel tubes, the bottoms of the scaffold upright rods are fixedly connected with the bearing I-shaped steel through upright rod fixing parts, a plurality of scaffold upright rods are connected with scaffold cross rods through fasteners, the formwork upright rods are hard hollow circular steel tubes, a plurality of formwork upright rods are connected with formwork cross rods through fasteners, the scaffold cross rods are hard hollow circular steel tubes, the step pitch of the scaffold cross rods is larger than that of the formwork cross rods, the formwork cross rods are hard hollow circular steel tubes, and the formwork cross rods are mutually connected through fasteners;

more preferably, the scaffold upright stanchion is connected with the formwork upright stanchion through a long cross rod of the formwork scaffold through a fastener, and the fastener is a hard hollow steel pipe connecting piece.

A plurality of scaffold cross rods outside the vertical projection of the component to be constructed of the high-rise structure of the independent column beam outer frame are fixed with a plurality of scaffold cross rods;

the formwork upright stanchion and the scaffold upright stanchion are connected with the formwork scaffold diagonal bracing in different directions through fasteners.

The utility model relates to a pair of independent post roof beam outer frame high-rise structures integrated form mould scaffold, its beneficial effect is: the construction method has the advantages that the concrete construction quality of the related components of the high-rise structure of the outer frame of the independent column beam is guaranteed, a safe operation platform is provided for construction operators to guarantee construction safety, material consumption is reduced during construction, and the construction period is shortened.

Drawings

Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic view of the load bearing base of the present invention;

FIG. 3 is a schematic view of the connection of the mold scaffold of the present invention;

the scores in the figure are indicated as: 1. the high-rise building structure comprises existing components of an independent column beam outer frame, 2 parts of load-bearing I-steel, 3 parts of load-bearing I-steel diagonal braces, 4 parts of embedded parts, 5 parts of connecting plates, 6 parts of rotatable connecting pieces, 7 parts of nuts, 8 parts of expansion bolts, 9 parts of vertical rod fixing pieces, 10 parts of scaffold vertical rods, 11 parts of scaffold cross rods, 12 parts of formwork vertical rods, 13 parts of formwork cross rods, 14 parts of formwork scaffold through long cross rods, 15 parts of formwork scaffold diagonal braces, 16 parts of steel plates, 17 parts of fasteners, 18 parts of scaffold plates and 19 parts of bottom formworks.

Detailed Description

The present invention will be described in detail with reference to the following embodiments. The following examples will assist those skilled in the art in further understanding the present invention, but are not intended to limit the invention in any way. It should be noted that, for those skilled in the art, without departing from the spirit of the present invention, several variations and modifications can be made, which are within the scope of the present invention.

According to a preferred embodiment shown in the attached drawings, when the device of the embodiment is applied to construction, the following working steps can be referred to:

firstly, welding an embedded part 4 with stressed steel bars in an existing member of a high-rise structure of an outer frame of an independent column beam in a reinforcing steel bar construction process of the existing member of the high-rise structure of the outer frame of the independent column beam, fixing a bearing I-shaped steel 2 with a connecting plate 5 through a nut 7 after concrete pouring construction is finished and the designed strength is reached, simultaneously connecting one end of a bearing I-shaped steel inclined strut 3 with the end part of the bearing I-shaped steel 2 through a rotatable connecting piece 6, welding a steel plate 16 at the other end of the bearing I-shaped steel inclined strut 3 and connecting the other end of the bearing I-shaped steel inclined strut with the existing member 1 of the high-rise structure of the outer frame of the independent column beam;

secondly, welding a plurality of upright fixing pieces 9 on the upper part of the bearing I-shaped steel 2, connecting scaffold uprights 10 through the upright fixing pieces 9, connecting the installed scaffold uprights 10 with scaffold cross rods 11 through fasteners 17, and arranging scaffold boards 18 on the scaffold cross rods 11; the method comprises the following steps that a formwork upright rod 12 is supported on an existing component 1 of a high-rise structure of an independent column-beam outer frame, a plurality of formwork cross rods 13 are connected through fasteners 17, the formwork cross rods 13 are connected through the fasteners 17, and a bottom formwork 19 of a component to be constructed is installed on the formwork cross rods 13;

thirdly, connecting the long cross rod 14 of the scaffold with the scaffold upright rod 10 and the formwork upright rod 12 into a whole through a fastener 17, and fixing the connected whole through a scaffold diagonal brace 15 of the scaffold by using the fastener 17;

in the construction process of the high-rise building of the external frame of the independent column beam, the formwork upright stanchion 12 and the formwork cross bar 13 are used for fixing the formwork of the component to be constructed, and the frame body consisting of the scaffold upright stanchion 10 and the scaffold cross bar 11 provides the operation space for construction operators to carry out related construction operation.

In addition to the above preferred embodiments, the present invention provides the following further preferred embodiments, and the detailed implementation manner is as follows:

when the existing members 1 of the independent column beam outer frame high-rise structure are not integrated, two ends of a bearing I-shaped steel 2 are respectively connected with a connecting plate 5 and the split independent column beam outer frame high-rise structure existing member 1 through nuts 7, one end of a bearing I-shaped steel inclined strut 3 is welded with a rotatable connecting piece 6 and is connected with the middle of the suspended part of the bearing I-shaped steel 2, the other end of a plurality of bearing I-shaped steel inclined struts 3 is welded with a steel plate 16 and is respectively connected with the split independent column beam outer frame high-rise structure existing members 1 through expansion bolts 8, and a bearing base is formed together; in the connection process was implemented to upper portion support body, with the die carrier pole setting through pole setting mounting 9 connection bearing I-steel 2, all the other support body connections are the same with the above-mentioned embodiment that selects, and construction operating personnel passes through the utility model provides a device carries out the construction operation.

The foregoing description of the specific embodiments of the invention has been presented. It is to be understood that the present invention is not limited to the specific embodiments described above, and that various changes and modifications may be made by those skilled in the art within the scope of the appended claims without departing from the spirit of the invention.

Claims

1. The integrated formwork scaffold is characterized by comprising bearing I-steel, bearing I-steel diagonal braces, embedded parts, formwork vertical rods, formwork cross rods, scaffold vertical rods, scaffold cross rods, formwork scaffold through long cross rods, formwork scaffold diagonal braces, steel plates, a plurality of fasteners, a plurality of scaffold plates and a plurality of bottom formworks.

2. The integrated form scaffold for the high-rise structure of the outer frame of the independent column beam as claimed in claim 1, wherein the bearing i-shaped steel is made of hard steel and is fixed on the existing member of the high-rise structure of the outer frame of the independent column beam through an embedded part, the embedded part is a U-shaped steel bar, the embedded part is embedded in the construction process of the existing member of the high-rise structure of the outer frame of the independent column beam and is welded with a main stressed steel bar in the existing member of the high-rise structure of the outer frame of the independent column beam, the embedded part and the bearing i-shaped steel are fixedly connected through a connecting plate and a nut, and the connecting plate is a hard steel connecting plate;

the bearing I-shaped steel inclined strut is a hard round steel rod piece, one end of the bearing I-shaped steel inclined strut is connected with the bearing I-shaped steel through a rotatable connecting piece, and the other end of the bearing I-shaped steel inclined strut is welded with a steel plate and is connected with an existing member of the high-rise structure of the outer frame of the independent column beam through an expansion bolt;

the bearing I-steel is welded with upright rod fixing parts, the upright rod fixing parts are cross short steel plates, the bearing I-steel and bearing I-steel inclined struts form bearing substrates, and a plurality of bearing substrates are respectively connected and fixed with the upright rods of the scaffold through the upright rod fixing parts;

the scaffold upright rods are hard hollow round steel tubes, the bottoms of the scaffold upright rods are fixedly connected with bearing I-shaped steel tubes through upright rod fixing parts, a plurality of scaffold upright rods are connected with scaffold cross rods through fasteners, the formwork upright rods are hard hollow round steel tubes, a plurality of formwork upright rods are connected with formwork cross rods through fasteners, the scaffold cross rods are hard hollow round steel tubes, the step pitch of the scaffold cross rods is larger than that of the formwork cross rods, the formwork cross rods are hard hollow round steel tubes, and the formwork cross rods are connected with one another through fasteners;

the scaffold upright rod and the formwork upright rod are connected with the through long cross rod of the formwork scaffold through a fastener, and the fastener is a hard hollow steel pipe connecting piece.

3. The integrated formwork scaffold for the independent column beam outer frame high-rise structure as claimed in claim 1 or 2, wherein the bottom formwork of the member to be constructed is supported on a plurality of formwork cross bars under the vertical projection of the member to be constructed of the independent column beam outer frame high-rise structure, and a plurality of scaffold cross bars outside the vertical projection of the member to be constructed of the independent column beam outer frame high-rise structure are fixed with a plurality of scaffold plates;