CN208934394U - One kind can turnover type hydraulic climbing formwork wall-attaching equipment - Google Patents
One kind can turnover type hydraulic climbing formwork wall-attaching equipment Download PDFInfo
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- CN208934394U CN208934394U CN201821532623.3U CN201821532623U CN208934394U CN 208934394 U CN208934394 U CN 208934394U CN 201821532623 U CN201821532623 U CN 201821532623U CN 208934394 U CN208934394 U CN 208934394U
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Abstract
The utility model discloses one kind can turnover type hydraulic climbing formwork wall-attaching equipment, including horizontal drawknot girder steel, type steel support column and frame body fixing sleeve for connecting creeping formwork frame body；Type steel support column is fixed between building upper layer beam and lower layer's beam；Horizontal drawknot girder steel is fixed on the inside front of type steel support column；Type steel support column includes Two bors d's oeuveres channel steel, attached wall support plate, vertical welding steel, horizontal welding steel and wall-attaching base；The upper and lower ends of bracing members column are provided with horizontal welding steel and vertical welding steel, and vertical welding steel is located at the outside of Two bors d's oeuveres channel steel；Wall-attaching base is provided on vertical welding steel；Attached wall support plate is further fixed on Two bors d's oeuveres channel steel；Frame body fixing sleeve is provided in wall-attaching base；Frame body fixing sleeve is connect with the creeping formwork guide rail on creeping formwork frame body.The utility model is set up and is constructed using type steel support column, and construction efficiency is high, and the later period without abolishing concrete column, has the characteristics that safe and efficient, and stability is good, can be used in turn.
Description
Technical field
The utility model relates to Super High Core Walls Structure hydraulic climbing mould construction technical fields more particularly to one kind can turnover type liquid
Press creeping formwork wall-attaching equipment.
Background technique
Super high-rise building core tube construction in recent years can generally be constructed using hydraulic climbing formwork.It usually need to be attached by climbing frame
Wall embedded part is embedded in the wall of structure, but since Core Walls Structure wall changes, causes to have as building height difference will appear
The original wall in a little climbing frame seats in the plane becomes door opening, need to increase frame body attached wall component in doorway positions.
Traditional method is that doorway positions increase concrete through post, using this way by following deficiency: 1, every layer of door opening position
It is both needed to setting concrete column, higher cost, utilization rate is low.2, design need to be obtained in advance to agree to, it is big to link up difficulty.3, change original
Structure influences building function.4, speed of application is slow, low efficiency.5, the later period need to abolish through post, and workload is huge, and generate a large amount of
Solid refuse, safety is low, at high cost, large labor intensity.
Utility model content
The purpose of this utility model is to overcome the defect of the above-mentioned prior art, and the one kind proposed can turnover type it is hydraulic
Creeping formwork wall-attaching equipment.
To achieve the goals above, the utility model adopts the technical scheme that
One kind can turnover type hydraulic climbing formwork wall-attaching equipment, including horizontal drawknot girder steel, type steel support column and for connecting
The frame body fixing sleeve of creeping formwork frame body；The type steel support column is fixed between building upper layer beam and lower layer's beam；The horizontal drawing
Knot girder steel is fixed on the inside front of type steel support column；The type steel support column includes Two bors d's oeuveres channel steel, attached wall support plate, erects
To welding steel, horizontal welding steel and wall-attaching base；The upper and lower ends of the bracing members column be provided with horizontal welding steel and
Vertical welding steel, vertical welding steel are located at the outside of Two bors d's oeuveres channel steel；Wall-attaching base is provided on the vertical welding steel；Institute
It states and is further fixed on attached wall support plate on Two bors d's oeuveres channel steel；Frame body fixing sleeve is provided in the wall-attaching base；The frame body fixing sleeve with
Creeping formwork guide rail connection on creeping formwork frame body.
Further, short channel-section steel is provided between the Two bors d's oeuveres channel steel.
Further, the horizontal drawknot girder steel includes end welding steel and I-steel, and the I-steel both ends are fixed
There is end welding steel；The bolt fixing hole for being fixedly connected is provided on the end welding steel.
Further, the vertical welding steel is welded and fixed with horizontal welding steel, and the horizontal welding steel passes through
Bolt is fixed on Two bors d's oeuveres channel steel.
Further, the attached wall support plate by two blocks of steel plates and is fixed the back stiffener of two blocks of steel plates and is formed.
The utility model has the beneficial effects that the utility model is set up and constructed using type steel support column, solve
The high higher cost of concrete column construction, poor efficiency problem, and do not have to change original building structure, there is speed of application
Fastly, high-efficient, the later period, workload was small, and highly-safe, at low cost, labor intensity is low without abolishing concrete column, have safety,
Efficient feature, stability is good, and other local construction usages can be run to after structure disassembly, can be used in turn.
Detailed description of the invention
Fig. 1 is that the utility model structure connects schematic front view.
Fig. 2 is the utility model structure partial connection schematic diagram.
Fig. 3 is the utility model type steel support pillar construction schematic diagram.
Fig. 4 is the utility model wall-attaching equipment right side structural representation.
Fig. 5 is the horizontal drawknot steel beam structure schematic diagram of the utility model.
Fig. 6 is the utility model wall-attaching base attachment structure schematic diagram.
Fig. 7 is the utility model wall-attaching base and frame body fixing sleeve mounting structure schematic diagram.
Wherein: 100, horizontal drawknot girder steel, 200, type steel support column, 300, creeping formwork guide rail, 400, frame body fixing sleeve,
500, creeping formwork frame body, 101, end welding steel, 102, I-steel, 103, bolt fixing hole, 201, Two bors d's oeuveres channel steel, 202, short slot
Steel, 203, attached wall support plate, 204, vertical welding steel, 205, horizontal welding steel, 206, wall-attaching base.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.
As shown in Figures 1 to 7, one kind can turnover type hydraulic climbing formwork wall-attaching equipment, including horizontal drawknot girder steel 100, fashioned iron
Support post 200 and frame body fixing sleeve 400 for connecting creeping formwork frame body 500；The type steel support column 200 is fixed on building
Between upper layer beam and lower layer's beam；The horizontal drawknot girder steel 100 is fixed on the inside front of type steel support column 200；The type
Bracing members column 200 includes Two bors d's oeuveres channel steel 201, attached wall support plate 203, vertical welding steel 204,205 and of horizontal welding steel
Wall-attaching base 206；The upper and lower ends of the bracing members column 200 are provided with horizontal welding steel 205 and vertical welding steel 204,
Vertical welding steel 204 is located at the outside of Two bors d's oeuveres channel steel 201；Wall-attaching base 206 is provided on the vertical welding steel 204；Institute
It states and is further fixed on attached wall support plate 203 on Two bors d's oeuveres channel steel 201；Frame body fixing sleeve 400 is provided in the wall-attaching base 206；It is described
Frame body fixing sleeve 400 is connect with the creeping formwork guide rail 300 on creeping formwork frame body 500, replaces concrete column using type steel support column 200
It is set up and is constructed, have speed of application fast, high-efficient, the later period, workload was small without abolishing concrete column, and it is highly-safe,
It is at low cost, the low feature of labor intensity.
As a preferred embodiment of the present invention, short channel-section steel 202 is provided between the Two bors d's oeuveres channel steel 201.
As shown in figure 5, as a preferred embodiment of the present invention, the horizontal drawknot girder steel 100 includes that steel is welded in end
Plate 101 and I-steel 102,102 both ends of I-steel are fixed with end welding steel 101；On the end welding steel 101
It is provided with the bolt fixing hole 103 for being fixedly connected.
As shown in figure 3, as a preferred embodiment of the present invention, the vertical welding steel 204 and horizontal welding steel
205 are welded and fixed, and the horizontal welding steel 205 is bolted on Two bors d's oeuveres channel steel 201；Horizontal welding steel 205 is opened
Hole and osseotomy site hexagon weld nut are installed respective model screw rod, are used cooperatively with vertical welding steel 204, adjustable
The spacing of type steel support column 200 and creeping formwork frame body 500 is convenient for construction and installation.
As a preferred embodiment of the present invention, the attached wall support plate 203 by two blocks of steel plates and fixes two blocks of steel plates
Back stiffener composition.
The construction procedure of the present apparatus:
Step 1: horizontal drawknot girder steel 100 is installed, after each component ground welding is installed, only referred to by tower crane allocation and transportation
Determine floor, with bolt and the fixation of building structure main body, according to live service condition, horizontal drawknot girder steel 100 can be installed
Three layers.
Step 2: type steel support column 200 is installed, after each component ground welding is installed, only referred to by tower crane allocation and transportation
Floor is determined, with bolt and the fixation of building structure main body.
Step 3: adjusting adjusting bolt and the building structure main body top of the end welding steel 101 of type steel support column 200
Tightly.
Step 4: starting to install creeping formwork guide rail 300 and creeping formwork frame body 500, creeping formwork frame body 500 being climbed after onsite acceptance is qualified
After rising, bottom girder steel is hoisted to by construction location by tower crane and is used in turn.
The preferable specific embodiment of the above, only the utility model, but the protection scope of the utility model is not
It is confined to this, anyone skilled in the art is within the technical scope disclosed by the utility model, practical according to this
Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model
Within enclosing.
Claims (5)
1. one kind can turnover type hydraulic climbing formwork wall-attaching equipment, it is characterised in that: including horizontal drawknot girder steel, type steel support column and
For connecting the frame body fixing sleeve of creeping formwork frame body；The type steel support column is fixed between building upper layer beam and lower layer's beam；Institute
State the inside front that horizontal drawknot girder steel is fixed on type steel support column；The type steel support column includes Two bors d's oeuveres channel steel, attached wall
Support plate, vertical welding steel, horizontal welding steel and wall-attaching base；The upper and lower ends of the bracing members column are provided with horizontal welding
Steel plate and vertical welding steel are connect, vertical welding steel is located at the outside of Two bors d's oeuveres channel steel；It is provided on the vertical welding steel
Wall-attaching base；Attached wall support plate is further fixed on the Two bors d's oeuveres channel steel；Frame body fixing sleeve is provided in the wall-attaching base；The frame body
Fixing sleeve is connect with the creeping formwork guide rail on creeping formwork frame body.
2. one kind according to claim 1 can turnover type hydraulic climbing formwork wall-attaching equipment, it is characterised in that: the Two bors d's oeuveres channel steel
Between be provided with short channel-section steel.
3. one kind according to claim 1 can turnover type hydraulic climbing formwork wall-attaching equipment, it is characterised in that: the horizontal drawknot
Girder steel includes end welding steel and I-steel, and the I-steel both ends are fixed with end welding steel；Weld steel in the end
The bolt fixing hole for being fixedly connected is provided on plate.
4. one kind according to claim 1 can turnover type hydraulic climbing formwork wall-attaching equipment, it is characterised in that: the vertical welding
Steel plate is welded and fixed with horizontal welding steel, and the horizontal welding steel is bolted on Two bors d's oeuveres channel steel.
5. one kind according to claim 1 can turnover type hydraulic climbing formwork wall-attaching equipment, it is characterised in that: the attached wall support
Plate is by two blocks of steel plates and fixes the back stiffener of two blocks of steel plates and forms.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821532623.3U CN208934394U (en) | 2018-09-19 | 2018-09-19 | One kind can turnover type hydraulic climbing formwork wall-attaching equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821532623.3U CN208934394U (en) | 2018-09-19 | 2018-09-19 | One kind can turnover type hydraulic climbing formwork wall-attaching equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208934394U true CN208934394U (en) | 2019-06-04 |
Family
ID=66721522
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821532623.3U Active CN208934394U (en) | 2018-09-19 | 2018-09-19 | One kind can turnover type hydraulic climbing formwork wall-attaching equipment |
Country Status (1)
| Country | Link |
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| CN (1) | CN208934394U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025259A (en) * | 2018-09-19 | 2018-12-18 | 中建三局第二建设工程有限责任公司 | One kind can turnover type hydraulic climbing formwork wall-attaching equipment |
| CN112177320A (en) * | 2020-09-28 | 2021-01-05 | 厦门安科科技有限公司 | Attachment structure for creeping formwork frame body |
-
2018
- 2018-09-19 CN CN201821532623.3U patent/CN208934394U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025259A (en) * | 2018-09-19 | 2018-12-18 | 中建三局第二建设工程有限责任公司 | One kind can turnover type hydraulic climbing formwork wall-attaching equipment |
| CN112177320A (en) * | 2020-09-28 | 2021-01-05 | 厦门安科科技有限公司 | Attachment structure for creeping formwork frame body |
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