CN108396963A - A kind of sizing steel construction hangs membrane module - Google Patents
A kind of sizing steel construction hangs membrane module Download PDFInfo
- Publication number
- CN108396963A CN108396963A CN201810241426.4A CN201810241426A CN108396963A CN 108396963 A CN108396963 A CN 108396963A CN 201810241426 A CN201810241426 A CN 201810241426A CN 108396963 A CN108396963 A CN 108396963A
- Authority
- CN
- China
- Prior art keywords
- hanger
- mould
- membrane module
- idler wheel
- template
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/18—Devices for suspending or anchoring form elements to girders placed in ceilings, e.g. hangers
Abstract
The invention discloses a kind of sizing steel constructions to hang membrane module, including hanger, hang mould, it includes two templates to hang mould, it is respectively equipped with nut on the end of screw rod both ends, fixture block is equipped on the extended segment of screw rod, there are gaps between the upper surface of fixture block and the lower surface of hanger, protrusion is equipped on the lateral wall of each template vertical section, and protrusion is placed in gap internal trolley and is fixed in the middle part of hanger lower surface, idler wheel is contacted with drum steel upper surface, it is provided with sliding slot on the end face at each template horizontal segment both ends, it is equipped with rectangular stupefied item in the side wall lower ends of side shield, spur rack is equipped on rectangular stupefied item, it is equipped with and the matched gear of spur rack in the output end of motor.Hanger is placed on section steel beam, hanger is isolated with the upper surface of section steel beam using idler wheel, it is ensured that pumping line has sufficient space and injects concrete in mould to hanging so that the concrete outsourcing construction of section steel beam can be segmented progress, in the working hour for shortening section steel beam outsourcing construction, reduce construction intensity.
Description
Technical field
The present invention relates to the realm of building construction, and in particular to a kind of sizing steel construction hangs membrane module.
Background technology
High-rise building refers to the building of 40 layers or more or 100 meters of height or more, China《Civil buildings design general rule》
GB50352-2005 is provided：When building height is more than 100m, no matter house and public building are high-rise building.According to generation
The new standard of high-rise building association of boundary, 300 meters or more are high-rise building.And in Specific construction, 100m or more superelevation is built
It, can not be in shaped steel when building object and be equipped with steel reinforced concrete girder construction, and carrying out the construction of section steel beam external wrapping concrete in the prior art
When setting up support for shuttering for the support before concrete coagulation below beam, and basis hung as template using upper layer section steel beam,
It also needs to set up support for shuttering, and sets up support for shuttering not only heavy workload, and set up difficulty height, and hold when concrete is poured into a mould
Easily pumping line is formed and is interfered, so that reducing the outsourcing construction efficiency of section steel beam, greatly prolongs the construction work of high-rise building
Phase.
Invention content
Present invention aims at a kind of sizing steel constructions of offer to hang membrane module, realizes high-rise building section steel beam outsourcing coagulation
Native rapid construction.
The present invention is achieved through the following technical solutions：
A kind of sizing steel construction hangs membrane module, including hanger and hangs mould, and the mould that hangs includes two L-shaped templates,
The horizontal segment end of two templates is hinged, and screw hole is provided at the hanger both ends, after screw rod activity runs through screw hole
It extends downwardly, matched nut is respectively equipped on the end of screw rod both ends, and be equipped with fixture block on the extended segment of screw rod, card
There are gaps between the upper surface of block and the lower surface of hanger, are equipped on the lateral wall of each template vertical section prominent
It rises, and protrusion is placed in gap；Further include idler wheel and four side shields, the idler wheel is fixed in the middle part of the hanger lower surface,
And the outer circle wall of idler wheel is contacted with the upper surface of drum steel, is provided on the end face at each template horizontal segment both ends
Sliding slot, the side shield side wall lower ends be equipped with the matched rectangular stupefied item of sliding slot, and on rectangular stupefied item be equipped with straight-tooth
Item is all provided with there are two motor in the vertical section lateral wall of each template, is equipped in the output end of motor and is matched with spur rack
Gear, U-shaped hole is equipped at the middle part of each side shield, in use, positioned at hanging on two side shields of mould the same side
U-shaped hole merge constitute one for drum steel by channel.For in the prior art, during construction of super highrise building,
Section steel beam for level height more than 100 meters carries out that when concrete outsourcing construction mould holder can not be set up below section steel beam
Problem, applicant utilize the structural strength of section steel beam itself, hanger are placed on section steel beam, and utilize idler wheel by hanger and shaped steel
The upper surface of beam is isolated, and pumping line has sufficient space and injects concrete in mould to hanging when ensuring pouring concrete construction, and
Hang be equipped in the two side walls of mould for drum steel by channel so that section steel beam concrete outsourcing construction can be segmented into
Row, i.e., need to only push hanger to move in a straight line, then can realize in the dry and hard subsequent continuous next segment type of progress of concrete poured
The concrete outsourcing process of girder steel not only shortens the working hour of section steel beam outsourcing construction, is also greatly reduced construction intensity；
When specifically installing and using, hanger is placed in above drum steel first, and ensure that idler wheel and the upper surface of drum steel connect
It touches, to reserve the cast that gap facilitates concrete, then two nuts on adjusting screw rod so that on template vertical section lateral wall
Protrusion be fixed below fixture block and hanger end between gap in, to realize two template quilts that horizontal segment is hinged
It is fastened in hanger, and since two templates constitute the clamping zone of a U-shaped, which is wrapped up drum steel, and
On the axis direction of drum steel, there are four side shields for setting, can be to an open end in U-shaped region after two side shield splicings
It is closed, concrete is then injected into the region that only there is an opening above, that is, completes the concrete outsourcing of drum steel
Process.Wherein, when being moved positioned at two side shields for hanging mould the same side, the mutual cooperation of rectangular stupefied item and sliding slot is utilized so that
Side shield keeps its vertical state, starts motor so that the gear on motor output end is mutually nibbled with the straight-tooth band on rectangular stupefied item
It closes, and then rectangular stupefied item and side shield is driven to be moved towards the middle part of drum steel, until two side shields are complete by the both ends for hanging mould
It is totally-enclosed, and after the concrete of cast is dry and hard, only need to drive hanger, hang mould and multiple side shields can be along drum steel
Axis direction moves, to realize that the segmentation outsourcing of drum steel is constructed.
The length of the rectangular stupefied item is more than the length of the sliding slot.Further, the length of rectangular stupefied item is more than sliding slot
Length, while ensure straight-tooth band length be more than sliding slot length, i.e., after electric motor starting, can realize two positioned at the same side
A side shield is stitched together completely, and leave behind for drum steel by channel, to avoid concrete reveal；Simultaneously in form removal
When, it is ensured that side shield can quickly overcome the bonding resistance of concrete, to shorten construction working hour.
The number at least two of the idler wheel.Further, due to hang mould installation after, hang mould, hanger and
The weight of the concrete of cast is all carried by idler wheel, therefore, the number of idler wheel is arranged to two or two or more,
And above-mentioned rollers are uniformly distributed and are fixed below hanger, and ensure to contact with the upper surface of drum steel, to ensure entirely to hang mould
The stability in use of component；Also, membrane module is hung during step pouring to be moved integrally, and multiple idler wheels can ensure to hang
It in membrane module smooth transition to another section of drum steel, avoids hanging membrane module deviation occurs in moving process, ensure entire drum
The consistency of shape after the concrete outsourcing process of steel.
The idler wheel is steel wheel.Preferably, utilizing steel wheel excellent load-carrying properties and wearability, it is ensured that hanger and work
Spacing size between shaped steel is consistent in long-time work progress, and then it is equal to improve distribution of the concrete on drum steel
Evenness.
The hanger takes the shape of the letter U, and the screw rod activity runs through two vertical sections of the hanger.Further, the extension of U-shaped
Arm can carry out the vertical section of template local package, have certain limit function to template, can avoid pouring in concrete
Template vertical section is formed after note and is squeezed, the impaired probability of template deformation is reduced.
Compared with prior art, the present invention having the following advantages and advantages：
1, a kind of sizing steel construction of the present invention hangs membrane module, and using the structural strength of section steel beam itself, hanger is placed in type
On girder steel, and hanger is isolated with the upper surface of section steel beam using idler wheel, pumping line has when ensuring pouring concrete construction
Sufficient space injects concrete to hanging in mould, and hang be equipped in the two side walls of mould for drum steel by channel so that type
The concrete outsourcing construction of girder steel can be segmented progress, i.e., need to only hanger be pushed to move in a straight line, then can realize and pour
The dry and hard subsequent continuous concrete outsourcing process for carrying out next segment type girder steel of concrete, not only shorten section steel beam outsourcing construction
Working hour is also greatly reduced construction intensity；
2, a kind of sizing steel construction of the present invention hangs membrane module, and the length of rectangular stupefied item is more than the length of sliding slot, ensures simultaneously
The length of straight-tooth band is more than the length of sliding slot, i.e., after electric motor starting, can realize that two side shields positioned at the same side are spelled completely
Be connected together, and leave behind for drum steel by channel, to avoid concrete reveal；
3, a kind of sizing steel construction of the present invention hangs membrane module, and the hanger of U-shaped can carry out the vertical section of template local packet
It wraps up in, has certain limit function to template, can avoid forming extruding to template vertical section after concrete is poured into a mould, reduce mould
The impaired probability of plate deformation.
Description of the drawings
Attached drawing described herein is used for providing further understanding the embodiment of the present invention, constitutes one of the application
Point, do not constitute the restriction to the embodiment of the present invention.In the accompanying drawings：
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the structural schematic diagram of side shield.
Label and corresponding parts title in attached drawing：
1- hangers, 2- idler wheels, 3- drum steel, 4- templates, 5- fixture blocks, 6- screw rods, 7- sliding slots, 8- motors, 9- gears, 10-
Spur rack, the channels 11-, 12- side shields.
Specific implementation mode
To make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiment and attached drawing, to this
Invention is described in further detail, and exemplary embodiment of the invention and its explanation are only used for explaining the present invention, do not make
For limitation of the invention.
Embodiment 1
As depicted in figs. 1 and 2, the present embodiment includes hanger 1 and hangs mould, and the mould that hangs includes two L-shaped templates
4, the horizontal segment end of two templates 4 is hinged, and is provided with screw hole at 1 both ends of the hanger, 6 activity of screw rod runs through spiral shell
It is extended downwardly behind hole, is respectively equipped with matched nut on 6 both ends end of screw rod, and be equipped on the extended segment of screw rod 6
Fixture block 5, there are gaps between the upper surface and the lower surface of hanger 1 of fixture block 5, in the outside of each 4 vertical section of the template
Wall is equipped with protrusion, and protrusion is placed in gap；Further include idler wheel 2 and four side shields 12, the idler wheel 2 is fixed on the extension
In the middle part of 1 lower surface of arm, and the outer circle wall of idler wheel 2 is contacted with the upper surface of drum steel 3, in each 4 horizontal segment of the template
Sliding slot 7 is provided on the end face at both ends, the side shield 12 side wall lower ends be equipped with the matched rectangular stupefied item of sliding slot 7,
And spur rack 10 is equipped on rectangular stupefied item, it is all provided with there are two motor 8 in the vertical section lateral wall of each template 4, in motor 8
Output end be equipped with 10 matched gear 9 of spur rack, the middle part of each side shield 12 be equipped with U-shaped hole, use
When, merge positioned at the U-shaped hole hung on two side shields 12 of mould the same side constitute one for drum steel 3 by channel 11.Needle
To in the prior art, during construction of super highrise building, the section steel beam for level height more than 100 meters carries out outside concrete
The problem of mould holder can not be set up below section steel beam when packet construction, applicant utilizes the structural strength of section steel beam itself, will hang
Arm 1 is placed on section steel beam, and hanger 1 is isolated with the upper surface of section steel beam using idler wheel 2, when ensuring pouring concrete construction
Pumping line has sufficient space and injects concrete in mould to hanging, and hang be equipped in the two side walls of mould for drum steel 3 by
Channel 11 so that the concrete outsourcing construction of section steel beam can be segmented progress, i.e., only hanger 1 need to be pushed to move in a straight line, then can
It is enough to realize in the dry and hard subsequent continuous concrete outsourcing process for carrying out next segment type girder steel of concrete poured, not only shorten type
In the working hour of girder steel outsourcing construction, it is also greatly reduced construction intensity；
When specifically installing and using, hanger 1 is placed in 3 top of drum steel first, and ensure the upper table of idler wheel 2 and drum steel 3
Face contacts, to reserve the cast that gap facilitates concrete, then two nuts on adjusting screw rod 6 so that outside 4 vertical section of template
Protrusion on side wall be fixed below fixture block 5 and 1 end of hanger between gap in, with realize that horizontal segment is hinged two
A template 4 is fastened in hanger 1, and since two templates 4 constitute the clamping zone of a U-shaped, and the U-shaped region is by drum steel
3 are wrapped up, and on the axis direction of drum steel 3, and there are four side shields 12 for setting, can be to U after two splicings of side shields 12
One open end in shape region is closed, and is then injected concrete into the region that only there is an opening above, that is, is completed
The concrete outsourcing process of drum steel 3.Wherein, when being moved positioned at two side shields 12 for hanging mould the same side, rectangular stupefied item is utilized
With the mutual cooperation of sliding slot 7 so that side shield 12 keeps its vertical state, starts motor 8 so that the tooth on 8 output end of motor
Wheel 9 is meshed with the straight-tooth band on rectangular stupefied item, and then rectangular stupefied item and side shield 12 is driven to be moved towards the middle part of drum steel 3
It is dynamic, until two side shields 12 completely enclose the both ends for hanging mould, and after the concrete of cast is dry and hard, only need to drive hanger 1,
Hanging mould and multiple side shields 12 can move along the axis direction of drum steel 3, to realize that the segmentation outsourcing of drum steel 3 is applied
Work.
Embodiment 2
As depicted in figs. 1 and 2, the length of rectangular stupefied item described in the present embodiment is more than the length of the sliding slot 7.Rectangular stupefied item
Length be more than sliding slot 7 length, while ensure straight-tooth band length be more than sliding slot 7 length, i.e., motor 8 start after, can
Realize and be stitched together completely positioned at two side shields 12 of the same side, and leave behind for drum steel 3 by channel 11, to keep away
Exempt from concrete leakage；Simultaneously in form removal, it is ensured that side shield 12 can quickly overcome the bonding resistance of concrete, to shorten construction
Working hour.
Embodiment 3
As depicted in figs. 1 and 2, the number at least two of the idler wheel 2 in the present embodiment.Due to hanging mould installation knot
Shu Hou, the weight for hanging the concrete of mould, hanger 1 and cast all carry by idler wheel 2, therefore, the number of idler wheel 2 are set
It is set to two or two or more, and above-mentioned rollers 2 are uniformly distributed and are fixed on 1 lower section of hanger, and ensured upper with drum steel 3
Surface contacts, to ensure entirely to hang the stability in use of membrane module；Also, it hangs membrane module during step pouring can integrally move
It is dynamic, and multiple idler wheels 2 can ensure to hang in membrane module smooth transition to another section of drum steel 3, it avoids hanging membrane module and is being moved through
Deviation occurs in journey, ensures the consistency of shape after the concrete outsourcing process of entire drum steel 3.
Preferably, utilizing steel wheel excellent load-carrying properties and wearability, it is ensured that between hanger 1 and drum steel 3
It is consistent in long-time work progress away from size, and then improves distribution consistency degree of the concrete on drum steel 3.
Embodiment 4
As depicted in figs. 1 and 2, in the present embodiment, the hanger 1 takes the shape of the letter U, and 6 activity of the screw rod runs through the hanger 1
Two vertical sections.The hanger 1 of U-shaped can carry out the vertical section of template 4 local package, have certain limit to template 4
Function can avoid forming extruding to 4 vertical section of template after concrete is poured into a mould, reduce the impaired probability of 4 deformation of template.
Above-described specific implementation mode has carried out further the purpose of the present invention, technical solution and advantageous effect
It is described in detail, it should be understood that the foregoing is merely the specific implementation mode of the present invention, is not intended to limit the present invention
Protection domain, all within the spirits and principles of the present invention, any modification, equivalent substitution, improvement and etc. done should all include
Within protection scope of the present invention.
Claims (5)
1. a kind of sizing steel construction hangs membrane module, including hanger (1) and hang mould, it is characterised in that：The mould that hangs includes two
The horizontal segment end of L-shaped template (4), two templates (4) is hinged, and spiral shell is provided at the hanger (1) both ends
Hole, screw rod (6) activity extend downwardly after screw hole, and matched nut is respectively equipped on screw rod (6) both ends end, and
Fixture block (5) is equipped on the extended segment of screw rod (6), there are gap between the upper surface and the lower surface of hanger (1) of fixture block (5),
Protrusion is equipped on the lateral wall of each template (4) vertical section, and protrusion is placed in gap；Further include idler wheel (2) and
Four side shields (12), the idler wheel (2) is fixed in the middle part of the hanger (1) lower surface, and the outer circle wall and work of idler wheel (2)
The upper surface of shaped steel (3) contacts, and sliding slot (7) is provided on the end face at each template (4) horizontal segment both ends, described
The side wall lower ends of side shield (12) be equipped with the matched rectangular stupefied item of sliding slot (7), and on rectangular stupefied item be equipped with spur rack
(10), be all provided with there are two motor (8) in the vertical section lateral wall of each template (4), the output end of motor (8) be equipped with it is straight
Rack (10) matched gear (9) is equipped with U-shaped hole, in use, positioned at mould is hung at the middle part of each side shield (12)
U-shaped hole on two side shields (12) of the same side merge constitute one for drum steel (3) by channel (11).
2. a kind of sizing steel construction according to claim 1 hangs membrane module, it is characterised in that：The length of the rectangular stupefied item
More than the length of the sliding slot (7).
3. a kind of sizing steel construction according to claim 1 hangs membrane module, it is characterised in that：The number of the idler wheel (2)
At least two.
4. a kind of sizing steel construction according to claim 3 hangs membrane module, it is characterised in that：The idler wheel (2) is steel wheel.
5. a kind of sizing steel construction according to Claims 1 to 4 any one hangs membrane module, it is characterised in that：The extension
Arm (1) takes the shape of the letter U, and the screw rod (6) activity runs through two vertical sections of the hanger (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810241426.4A CN108396963B (en) | 2018-03-22 | 2018-03-22 | Design steel construction hangs mould subassembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810241426.4A CN108396963B (en) | 2018-03-22 | 2018-03-22 | Design steel construction hangs mould subassembly |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108396963A true CN108396963A (en) | 2018-08-14 |
| CN108396963B CN108396963B (en) | 2020-03-20 |
Family
ID=63093059
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810241426.4A Active CN108396963B (en) | 2018-03-22 | 2018-03-22 | Design steel construction hangs mould subassembly |
Country Status (1)
| Country | Link |
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| CN (1) | CN108396963B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764646A (en) * | 2020-07-09 | 2020-10-13 | 温州品力智能幕墙门窗有限公司 | Design steel construction hangs mould subassembly |
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| US1699503A (en) * | 1928-05-02 | 1929-01-15 | Henry H Lampert | Form clamp |
| GB687126A (en) * | 1951-05-22 | 1953-02-04 | Lemuel Rush Vines | Beam form kicker tie |
| JPH01182460A (en) * | 1988-01-14 | 1989-07-20 | Shimizu Corp | Beam mold frame |
| JP3200813B2 (en) * | 1999-05-27 | 2001-08-20 | 日本鋼管ライトスチール株式会社 | Beam formwork structure and its forming method |
| CN201605810U (en) * | 2009-10-30 | 2010-10-13 | 华南理工大学 | Profile steel beam self-bearing suspended formwork supporter |
| CN201865346U (en) * | 2010-10-26 | 2011-06-15 | 中联世纪建设集团有限公司 | Construction template structure for large-section stiff concrete beam of structure-shifting layer |
| CN103089010A (en) * | 2013-01-15 | 2013-05-08 | 中冶天工上海十三冶建设有限公司 | Cradle construction device replacing reinforced concrete beam bottom protection layer and cradle construction method |
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2018
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Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1699503A (en) * | 1928-05-02 | 1929-01-15 | Henry H Lampert | Form clamp |
| GB687126A (en) * | 1951-05-22 | 1953-02-04 | Lemuel Rush Vines | Beam form kicker tie |
| JPH01182460A (en) * | 1988-01-14 | 1989-07-20 | Shimizu Corp | Beam mold frame |
| JP3200813B2 (en) * | 1999-05-27 | 2001-08-20 | 日本鋼管ライトスチール株式会社 | Beam formwork structure and its forming method |
| CN201605810U (en) * | 2009-10-30 | 2010-10-13 | 华南理工大学 | Profile steel beam self-bearing suspended formwork supporter |
| CN201865346U (en) * | 2010-10-26 | 2011-06-15 | 中联世纪建设集团有限公司 | Construction template structure for large-section stiff concrete beam of structure-shifting layer |
| CN103089010A (en) * | 2013-01-15 | 2013-05-08 | 中冶天工上海十三冶建设有限公司 | Cradle construction device replacing reinforced concrete beam bottom protection layer and cradle construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111764646A (en) * | 2020-07-09 | 2020-10-13 | 温州品力智能幕墙门窗有限公司 | Design steel construction hangs mould subassembly |
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| Publication number | Publication date |
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| CN108396963B (en) | 2020-03-20 |
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