CN209509500U - It is a kind of to overhaul across construction high-altitude mould plate supporting device and support platform - Google Patents
It is a kind of to overhaul across construction high-altitude mould plate supporting device and support platform Download PDFInfo
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- CN209509500U CN209509500U CN201821948155.8U CN201821948155U CN209509500U CN 209509500 U CN209509500 U CN 209509500U CN 201821948155 U CN201821948155 U CN 201821948155U CN 209509500 U CN209509500 U CN 209509500U
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Abstract
The utility model discloses a kind of maintenance across construction high-altitude mould plate supporting device and support platform, belongs to high-building construction technical field.A kind of maintenance of the utility model is across construction high-altitude mould plate supporting device and support platform, including two rows of beam columns, linking beam, longitudinal support beam and the cross-brace beam being spaced apart, wherein it is connected between the adjacent beam column of same row by linking beam, the longitudinal support beam is set between linking beam, cross-brace beam is perpendicularly fixed above longitudinal support beam, is equipped with support plate above the longitudinal support beam and cross-brace beam.The stability of high-altitude form bracing system is effectively raised using the high-altitude formwork support structure and support platform of the utility model, and saves material and cost.
Description
Technical field
The utility model relates to high-building construction technical fields, examine more specifically to a kind of high-rise plant and equipment
It repairs across construction high-altitude mould plate supporting device and support platform.
Background technique
With the high speed development of economic construction and urbanization, the high level or super high-rise building of different shapes are in each big city
Promptly one it is flickering rise sheer from level ground, many buildings are in order to make widely known building individuation and show the rich and varied of moulding, frequently with high-altitude
Long cantilever construction overhangs a certain floor in high-altitude or roof except architectural plane out, is allowed to one mark of the moulding as urban architecture
Will scenery.Cantilever part terrain clearance chooses length up to 2.0m~6.0m, it makes usually in 40m or more outside in this design
Building is glorious, solid is abundant, majestic appearance is broken out.Meanwhile construction of the design of these individual characteies also for building brings various difficulties
Topic, the feature that span is big, height is high, load is big, difficulty is high, if being completed by the formwork-support system of conventional method,
Difficulty is big, and safety coefficient is not high, and the duration is long, and disposably investment is big, with high costs, therefore, selects correct template
Construction of Supporting technique is the key that conversion layer structure construction.
Currently, being all every layer of 4~10m layers mostly according to the technological requirements for general reinforced concrete frame main building
Height, part are overhaul of the equipments across centre does not have floor, only frame column, layering linking beam, and there are roof girder, hardened structure in top, lead
Local formwork height superelevation is caused, it is common practice to which setting up console mode expires hall steel tube frame, and because of scaffolding height height, lower part is needed
Double upright bars are designed, meanwhile, high to ground requirement for bearing capacity, frame body stability is difficult to ensure, and the dosage of steel pipe is big, construction cost
It is high.
Through retrieving, has related application about high-altitude formwork support structure patent and disclose.
Such as, Chinese Patent Application No.: 2010201443593, the applying date: on March 29th, 2010, invention and created name are as follows:
Suspension type template supporting structure with high-position integrated structure, this application using installs case fashioned iron davit, installation girder steel, profiled sheet,
Welding shear stud, assembling reinforcement mesh sheet pour floor support plate concrete process, complete high-position conjoined structure suspended formwork.It should
Application case solves traditional load-bearing to a certain extent to be expired hall support frame, sets up support present in high-altitude heavy duty operations platform
Material utilization amount is big, takes and tears open long in time limit, and construction cost is big, from the defects of great, difficulty of construction is big, but support for shuttering in this application
Building need to be on refuge story, therefore, which is only applicable to be erected with the building of refuge story, for being not required to build refuge story
Building and be not suitable for.
Utility model content
1. utility model technical problems to be solved
It is less economical the purpose of the utility model is to overcome the stability of prior art high and medium formwork support structure is low
Deficiency, provide it is a kind of maintenance across construction high-altitude mould plate supporting device and support platform, using the high-altitude of the utility model
Formwork support structure and support platform effectively raise the stability of high-altitude form bracing system, and save material and cost.
2. technical solution
In order to achieve the above objectives, technical solution provided by the utility model are as follows:
A kind of maintenance of the utility model across construction high-altitude formwork support platform, including be spaced apart two rows of beam columns,
Linking beam, longitudinal support beam and cross-brace beam are connected wherein being located between the adjacent beam column of same row by linking beam, described
Longitudinal support beam is set between linking beam, and cross-brace beam is perpendicularly fixed above longitudinal support beam, the longitudinal support beam
And support plate is equipped with above cross-brace beam.
Further, the longitudinal support beam is spaced apart between linking beam, there are two the cross-brace beam is set,
And it is symmetrically positioned in the cross central line two sides of support platform.
Further, the longitudinal support beam and cross-brace beam are all made of H profile steel, and longitudinal support beam uses
H600*200*11*17 fashioned iron, cross-brace beam use H400*200*8*13 fashioned iron.
Further, the support plate uses checkered steel plate.
Further, the spacing between the adjacent longitudinal support beam of beam column two sides is 250~300mm, remaining phase
Spacing between adjacent longitudinal support beam is 900~1000mm.
Further, the linking beam is equipped with embedded part, and longitudinal support beam is fixed on linking beam by slugging,
Cross-brace beam is weldingly connected with longitudinal support beam.
Further, the Construction of Support Platform in overhaul of the equipments across next floor.
A kind of maintenance of the utility model is used across construction high-altitude mould plate supporting device, including above equipment maintenance across construction
High-altitude formwork support platform and support frame, support frame as described above are built in support platform.
Further, support frame as described above uses full hall scaffold, and periphery is equipped with bridging.
3. beneficial effect
Using technical solution provided by the utility model, compared with prior art, have the following beneficial effects:
(1) a kind of maintenance of the utility model is across construction high-altitude formwork support platform, including beam column, linking beam, longitudinal direction
Supporting beam and cross-brace beam pass through longitudinal support beam and cross-brace beam by means of original beam column and linking girder construction
It sets up, and is laid with support plate above longitudinal support beam and cross-brace beam, so as to form a stable planar support
System, consequently facilitating overhaul of the equipments across construction, avoid and set up that frame body stability existing for full hall scaffold is low, steel from ground
The big deficiency of effective amount.
(2) longitudinal support beam is spaced apart by a kind of maintenance of the utility model across construction high-altitude formwork support platform
Between linking beam, cross-brace beam is symmetrically positioned in the cross central line two sides of support platform, to guarantee support platform entirety
Stability；And longitudinal support beam and cross-brace beam are all made of H profile steel, between the adjacent longitudinal support beam of beam column two sides
Spacing is 250~300mm, and the spacing between remaining adjacent longitudinal support beam is 900~1000mm, guarantees that H profile steel is uniformly distributed
On linking beam, keep support platform more stable.
(3) a kind of maintenance of the utility model is across construction high-altitude formwork support platform, in longitudinal support beam and lateral branch
The top for supportting beam is laid with support plate, and wherein support plate is laid with using checkered steel plate, mainly avoids falling object from high altitude and to operation
Personnel safety guarantees, and can increase entire stress system rigidity, meanwhile, be also convenient for top beam build and last ending work
Make.
(4) a kind of maintenance of the utility model is equipped with embedded part across construction high-altitude formwork support platform, linking beam,
In, longitudinal support beam is fixedly welded on linking beam by embedded part (metal component), and cross-brace beam and longitudinal support beam weld
Connect connected, single component load-bearing is changed to whole system and carried by this connection type, and is reduced the interference of steel member, is improved whole
A system card stability and safety, keep entire support platform more firm, safety coefficient is high.
(5) a kind of maintenance of the utility model is across construction high-altitude formwork support platform, maintenance across next floor take
If support platform, it is convenient to maintenance across construction, meanwhile, also build maintenance across when ensure that the stabilization and construction of support system
The safety of personnel, and save and use Steel material.
(6) a kind of maintenance of the utility model builds support frame flat in support across construction high-altitude mould plate supporting device
On platform, bridging is set in support frame periphery, ensure that supporting frame with steel structure overall structure stablizes indeformable, and rolled steel dosage
It is few.
Detailed description of the invention
Fig. 1 is to overhaul the top view across frame wait build high-rise plant and equipment；
Fig. 2 is to overhaul the side view across frame wait build high-rise plant and equipment；
Fig. 3 is the H profile steel building structure schematic diagram of the utility model；
Fig. 4 is the top view of the high-altitude formwork support platform of the utility model；
Fig. 5 is the maintenance of the utility model across the structural schematic diagram of construction high-altitude mould plate supporting device.
Label declaration in schematic diagram: 1, beam column；2, linking beam；3, Vierendeel girder；4, secondary beam；5, main building region；6, it indulges
To supporting beam；7, cross-brace beam；8, support plate；9, supporting frame with steel structure；10, bridging.
Specific embodiment
For the content for further appreciating that the utility model, the utility model is described in detail with reference to the accompanying drawing.
Embodiment 1
As depicted in figs. 1 and 2 for wait build the maintenance of high-rise plant and equipment across plane framework schematic diagram, the overhaul of the equipments across
Positioned at the side in main building region 5, the beam column 1 for specifically including two-row spacing distribution, the linking beam being laterally connected between beam column 1
2, the longitudinally connected Vierendeel girder 3 between beam column 1, and with the orthogonal secondary beam 4 of Vierendeel girder 3.Its beam-column 1 is with factory
The construction in room is connected by lateral linking beam 2 made of concrete graded layer pours, and between every layer of corresponding beam column 1.
But since overhaul of the equipments is across the top of building is usually located at, there is no floor among bottom, therefore be usually in the prior art
Full hall steel tube frame is built since ground, frame body stability is difficult to ensure, and the dosage of steel pipe is big, and construction cost is high.
Based on problem above, the present embodiment builds a support platform by means of original beam column 1 and linking beam 2, leads to
Cross directly built in the support platform full hall steel tube frame come construction machines maintenance across to reduce the carrying to ground
Power, also ensures the stability of frame body, while decreasing the dosage of steel pipe, reduces construction cost.
Specifically, the support platform of the present embodiment includes the two rows of beam columns 1, linking beam 2, longitudinal support beam 6 being spaced apart
With cross-brace beam 7, it is connected wherein being located between the adjacent beam column 1 of same row by linking beam 2, wherein longitudinal support beam 6 is set
It is placed between linking beam 2, cross-brace beam 7 is perpendicularly fixed at 6 top of longitudinal support beam, longitudinal support beam 6 and cross-brace beam 7
Top be equipped with support plate 8.By means of original beam column and linking girder construction, pass through longitudinal support beam and cross-brace beam
It sets up, and is laid with support plate above longitudinal support beam and cross-brace beam, so as to form a stable planar support
System, consequently facilitating overhaul of the equipments across construction, avoid and set up that frame body stability existing for full hall scaffold is low, steel from ground
The big deficiency of effective amount.
Embodiment 2
As shown in figure 3, a kind of maintenance of the present embodiment is across construction high-altitude formwork support platform, structure is substantially the same as implementation
Example 1, further, longitudinal support beam 6 are spaced apart between linking beam 2, there are two cross-brace beam 7 is set, and symmetrical position
In the cross central line two sides of support platform, to guarantee the stability of support platform entirety；Wherein longitudinal support beam 6 and laterally branch
Support beam 7 is all made of H profile steel, and by calculating load, longitudinal support beam 6 uses H600*200*11*17 fashioned iron, laterally props up
It supports beam 7 and uses H400*200*8*13 fashioned iron；Spacing between the adjacent longitudinal support beam 6 of 1 two sides of beam column is 250~
300mm, the spacing between remaining adjacent longitudinal support beam 6 is 900~1000mm, guarantees that H profile steel is evenly distributed on linking beam,
Keep support platform more stable.
Embodiment 3
In conjunction with Fig. 4, a kind of maintenance of the present embodiment is across construction high-altitude formwork support platform, the substantially same embodiment of structure
2, further, support plate 8 uses checkered steel plate.It is laid with support plate in the top of longitudinal support beam and cross-brace beam,
Middle support plate is laid with using checkered steel plate, mainly avoids falling object from high altitude and to operating personnel's safety assurance, and can increase whole
A stress system rigidity, meanwhile, be also convenient for top beam build and last round-off work.
Embodiment 4
A kind of maintenance of the present embodiment is across construction high-altitude formwork support platform, and structure is substantially with embodiment 3, more into one
Step, embedded part is set on linking beam 2, and longitudinal support beam 6 is fixed on linking beam 2 by slugging, and cross-brace beam 7
It is weldingly connected with longitudinal support beam 6.Single component load-bearing is changed to whole system carrying by this connection type, reduces steel
The interference of component improves whole system card stability and safety, keeps entire support platform more firm, safety coefficient is high.
Embodiment 5
A kind of maintenance of the present embodiment is across construction high-altitude formwork support platform, and structure is substantially with embodiment 4, more into one
Step, the Construction of Support Platform in overhaul of the equipments across next floor, by Construction of Support Platform and maintenance across next floor, keep away
Exempt to build full hall scaffold since ground, can guarantee the stability of frame body in the construction process well, reduce simultaneously
The dosage of steel pipe, reduces construction cost.
Embodiment 6
In conjunction with Fig. 5, a kind of maintenance of the present embodiment is across construction high-altitude mould plate supporting device, including in embodiment 1-4
Support platform and support frame, support frame 9 are built in support platform, and support platform is located at wait build maintenance across lower section, construction
Personnel and support frame 9 are equipped with bridging 10 using full hall scaffold, periphery.Bridging 10 can guarantee steel structure support
Frame overall structure is stablized, and is unlikely to deform.It should be noted that the building of supporting frame with steel structure (i.e. full hall scaffold) need to be in steel knot
The production of structure processing factory, after, progress preassembling is qualified through examining, then draws in-site installation, and needs are removed in steel platform installation
The specification fashioned iron of truck crane cooperation, truck crane is chosen according to lifting weight, hoisting height, amplitude and field condition.
Schematically the utility model and embodiments thereof are described above, description is not limiting, attached drawing
Shown in be also one of the embodiments of the present invention, actual structure is not limited to this.So if this field
Those of ordinary skill enlightened by it, without deviating from the purpose of the present invention, not inventively design
Frame mode similar with the technical solution and embodiment, all should belong to the protection range of the utility model.
Claims (9)
1. a kind of maintenance is across construction high-altitude formwork support platform, it is characterised in that: including two rows of beam columns (1) for being spaced apart with
And linking beam (2), longitudinal support beam (6) and cross-brace beam (7), pass through wherein being located between the adjacent beam column (1) of same row
Linking beam (2) is connected, and the longitudinal support beam (6) is set between linking beam (2), and cross-brace beam (7) is perpendicularly fixed at vertical
Above to supporting beam (6), support plate (8) are equipped with above the longitudinal support beam (6) and cross-brace beam (7).
2. a kind of maintenance according to claim 1 is across construction high-altitude formwork support platform, it is characterised in that: the longitudinal direction
Supporting beam (6) is spaced apart between linking beam (2), there are two the cross-brace beam (7) sets, and is symmetrically positioned in support platform
Cross central line two sides.
3. a kind of maintenance according to claim 2 is across construction high-altitude formwork support platform, it is characterised in that: the longitudinal direction
Supporting beam (6) and cross-brace beam (7) are all made of H profile steel, and longitudinal support beam (6) uses H600*200*11*17 fashioned iron, horizontal
H400*200*8*13 fashioned iron is used to supporting beam (7).
4. a kind of maintenance according to any one of claim 1-3 is across construction high-altitude formwork support platform, feature exists
In: the support plate (8) uses checkered steel plate.
5. a kind of maintenance according to any one of claim 1-3 is across construction high-altitude formwork support platform, feature exists
In: being located at the spacing between the adjacent longitudinal support beam (6) of beam column (1) two sides is 250~300mm, remaining adjacent longitudinal bracing
Spacing between beam (6) is 900~1000mm.
6. a kind of maintenance according to any one of claim 1-3 is across construction high-altitude formwork support platform, feature exists
In: the linking beam (2) is equipped with embedded part, and longitudinal support beam (6) is fixed on linking beam (2) by slugging, laterally props up
Support beam (7) is weldingly connected with longitudinal support beam (6).
7. a kind of maintenance according to any one of claim 1-3 is across construction high-altitude formwork support platform, feature exists
In: the Construction of Support Platform in overhaul of the equipments across next floor.
8. a kind of maintenance is across construction high-altitude mould plate supporting device, it is characterised in that: including described in any one of claim 1-7
Maintenance across construction high-altitude formwork support platform and support frame (9), support frame as described above (9) is built in support platform.
9. a kind of maintenance according to claim 8 is across construction high-altitude mould plate supporting device, it is characterised in that: the support
Frame (9) uses full hall scaffold, and periphery is equipped with bridging (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821948155.8U CN209509500U (en) | 2018-11-23 | 2018-11-23 | It is a kind of to overhaul across construction high-altitude mould plate supporting device and support platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821948155.8U CN209509500U (en) | 2018-11-23 | 2018-11-23 | It is a kind of to overhaul across construction high-altitude mould plate supporting device and support platform |
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| Publication Number | Publication Date |
|---|---|
| CN209509500U true CN209509500U (en) | 2019-10-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821948155.8U Active CN209509500U (en) | 2018-11-23 | 2018-11-23 | It is a kind of to overhaul across construction high-altitude mould plate supporting device and support platform |
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| CN (1) | CN209509500U (en) |
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