CN106121225A - Suspension active erecting device is chosen outside cast-in-place concrete eaves - Google Patents
Suspension active erecting device is chosen outside cast-in-place concrete eaves Download PDFInfo
- Publication number
- CN106121225A CN106121225A CN201610709446.0A CN201610709446A CN106121225A CN 106121225 A CN106121225 A CN 106121225A CN 201610709446 A CN201610709446 A CN 201610709446A CN 106121225 A CN106121225 A CN 106121225A
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- Prior art keywords
- tripod
- outside
- steel
- cornice
- suspension
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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
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
- E04G13/066—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall for overhangs
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to choose suspension active erecting device outside a kind of cast-in-place concrete eaves.It is characterized in that: mainly form by choosing outward hanger bearing tripod, cornice external corner bearing support, cornice inner corner trim bearing support, elongated angle steel and collapsible form.Described outer hanger bearing tripod of choosing is fixed on the steel gusset that periphery beam is preset by suspension connecting plate.The present invention uses the outer suspension arrangement of choosing of building to set up the formwork way of external scaffolding from a force way replacement traditional construction scene.Achieve cornice, gutter bed die standardization, can repeatedly have enough to meet the need use, efficiently solve the shortcoming that conventional concrete is corniced, gutter concrete cast-in-situ job site formwork disposably consumes, effectively reduce construction costs.
Description
Technical field
The present invention relates to a kind of outer choosing and be suspended on cornicing for cast-in-place concrete at external wall cornice, the activity of gutter
Plate device, chooses suspension active erecting device outside particularly a kind of cast-in-place concrete eaves.Belong to technical field of buildings.
Background technology
Cornice, gutter is the vitals in house, either from utilitarian function or architectural image and sense organ visual aspects
All play particularly important effect.Tradition is corniced, gutter construction technology is considerably complicated, choosing of usual brick mixing steel and concrete structure house
The construction of eaves, gutter is all that scaffold formwork is set up at employing scene.This method takes a lot of work, time-consuming, consumptive material, long construction period, work
Intensity is big, construction cost is high and difficult quality guarantee.Especially to industrialization, the choosing of steel building house of factorial praluction
Construct for eaves, gutter more complicated, problem is more prominent.
Summary of the invention
It is an object of the invention to change the cornicing of existing brick mixing steel and concrete structure house, gutter construction employing scene is set up
A kind of method of scaffold formwork, it is provided that choose suspension active erecting device outside cast-in-place concrete eaves.
The object of the present invention is achieved like this.
This device, is uniformly divided along external wall eaves height site boundary as stress supporting member by multiple triangular framves
Choose suspension outside cloth, and preset steel gusset with exterior wall and fixedly secure.Wherein the root at stress supporting tripod is provided with one
With the connecting plate of screw, it is used for the gusset bolt default with on external wall and fixes.Tripod root connecting plate bottom is arranged
Having adjustment bolt, for adjusting triangle frame level height difference, the outer end of choosing of tripod is provided with a steel pressing plate and a tune
Whole bolt, is used for adjusting and fixing elongated angle steel, prevents the outside sliding of template and readily accessible template.
An elongated angle steel is shelved respectively, by plug-in stress supporting tripod edge by the foot of a wall portion and overhanging end portion at tripod
External wall integrated connection, and simultaneously be used for support cast-in-place concrete cornice, gutter bed die.This is shelved on the angle on tripod
Steel, a right-angle side by root side angle steel places downwards, and a right-angle side by side, end angle steel is upwards placed.
Movable die block uses typified form to be placed in successively on elongated angle cleat along elongated angle steel, a holding capacity of bed die
Point is respectively by by being template two ends stress supporting-points outside wall side and corresponding cornice.
The technical scheme that the present invention is concrete is: choose suspension active erecting device outside a kind of cast-in-place concrete eaves, its feature
It is: main by choosing outward hanger bearing tripod, cornice external corner bearing support, cornice inner corner trim bearing support, elongated angle steel and movable mold
Plate forms, and the root choosing outward hanger bearing tripod is provided with suspension connecting plate with holes；Described outer choose hanger bearing tripod
For multiple, along choosing suspension outside external wall eaves height site boundary and pre-with exterior wall girder steel by hanging connecting plate and bolt
If gusset is connected；Cornice external corner bearing support is arranged at cornice external corner；Cornice inner corner trim bearing support is arranged at cornice inner corner trim；Institute
The outer upper plane choosing hanger bearing tripod, cornice external corner bearing support and cornice inner corner trim bearing support three stated is in same level
Face；Elongated angle steel is chosen on hanger bearing tripod outside being arranged on, and described elongated angle steel is divided into the elongated angle steel in inner side and outside to lead to
Long angle steel；Inside it, elongated angle steel is arranged on the outer root choosing hanger bearing tripod, and a right-angle side is vertically downward；Outside
Elongated angle steel is arranged on the outer end choosing hanger bearing tripod, and a right-angle side is vertically upward；Collapsible form includes standard
Template, internal corner formwork and external angle formwork, described collapsible form is laid on elongated angle steel；The laying method of collapsible form is first
External angle formwork and internal corner formwork being laid, the most successively laying standard template, template chooses hanger bearing outside adjusting after being paved with again
Choose the adjustment bolt of end outside tripod, formwork erection limit outside template be adjusted to straight line and fix, then arrange cornice,
Gutter moulding inner die, colligation is corniced, gutter reinforcing bar, cast concrete.
The present invention outer choosing below suspension connecting plate is provided with adjustment bolt on hanger bearing tripod root；Choose outstanding outside
The outer end of choosing hanging supporting tripod is provided with steel pressing plate and adjusts bolt.
Choosing hanger bearing tripod outside of the present invention is the right angled triangle tripod being made up of angle steel, its right angle three
The base of dihedral is preset gusset and is fixed by hanging connecting plate and bolt and be connected with exterior wall girder steel, the right-angle side of its right angled triangle
It is in horizontal plane.
It is multiple for choosing hanger bearing tripod outside of the present invention, outside suitable external wall eaves height site boundary is uniform
Choose suspension.
Cornice external corner bearing support of the present invention is made up of external corner tripod and angle steel, and its external corner tripod is arranged on sun
On the column of angles.
Cornice inner corner trim bearing support of the present invention is by inner corner trim tripod and chooses outward hanger bearing tripod and constitutes, its inner corner trim
Tripod and choosing outward on the most parallel exterior wall girder steel being arranged at inner corner trim of hanger bearing tripod.
External angle formwork of the present invention is the standard typified form with the outer rib mould of steel.
Internal corner formwork of the present invention is the standard typified form with steel bound edge.
Standard form of the present invention is to have steel bound edge and the standard typified form of the outer rib mould of steel.
Choose suspension active erecting device outside the cast-in-place concrete eaves of the present invention and efficiently solve existing brick mixing steel reinforced concrete knot
The cornicing of structure house, gutter construction use scene to set up the variety of problems that scaffold formwork is brought, has the advantage that
The first, it either brick is mixed, steel reinforced concrete, steel building or the flat-changed-into-sloping roofing construction of reconstruction of the old city town, this is outer chooses suspension
Movable erecting device can adapt to and meet construction requirement.
The second, the advantage of its maximum is that support for shuttering and situ configuration template are not set up in scene, uses and chooses suspension outside building
Erecting device self-supporting force way replaces traditional construction scene and sets up the formwork way of external scaffolding.
3rd, it achieve cornice, gutter bed die standardization, can repeatedly have enough to meet the need use, efficiently solve conventional concrete
Cornice, shortcoming that gutter concrete cast-in-situ job site formwork disposably consumes and effectively reduce construction costs；And this system
Standard, specification, controllable precision are high, rigidity is big, it is little to deform, construction error is little, can ensure that the construction quality of cast-in-place eaves, and can be full
The requirement of foot any moulding of house cornice.Solid base is laid for realizing low-carbon energy-saving building industrialization and house production plant
Plinth.
Accompanying drawing explanation
Fig. 1 is that cast-in-place concrete eaves hang erecting device schematic diagram；
Fig. 2 is for choosing outward hanger bearing tripod schematic diagram；
Fig. 3 is cornice inner corner trim bearing support schematic diagram；
Fig. 4 is cornice external corner bearing support schematic diagram；
Fig. 5 is cornice inner corner trim bearing support scheme of installation；
Fig. 6 is cornice external corner bearing support scheme of installation；
Fig. 7 is standard form schematic diagram；
Fig. 8 is internal corner formwork schematic diagram；
Fig. 9 is external angle formwork schematic diagram；
Figure 10 is cornice pattern board supporting rack device floor map.
In figure: 1, choose outward hanger bearing tripod；2, the elongated angle steel in outside；3, collapsible form；4, the elongated angle steel in inner side；5、
Hang connecting plate；6, steel gusset；7, periphery beam；8, steel column；9, pressing plate adjusts bolt；10, steel pressing plate；11, connection is hung
Hole；12, choose outward hanger bearing tripod and adjust bolt；13, inner corner trim tripod；14, external corner tripod；15, the outer rib mould of steel；
16, standard typified form；17, steel bound edge；18, standard inner corner trim bed die；19, standard external corner bed die.
Detailed description of the invention
Embodiment 1
As shown in Figure 1, Figure 2, shown in Fig. 5, Fig. 6, the present invention is mainly by choosing outward hanger bearing tripod 1, the elongated angle steel in outside 2, movable
Template 3, the elongated angle steel in inner side 4, suspension connecting plate 5, cornice inner corner trim bearing support, cornice external corner bearing support composition.Choose outward suspension
Holding tripod is right angled triangle bearing support.The base of right angled triangle bearing support is provided with suspension connecting plate 5, by hanging
Connecting plate 5 is connected fixing by choosing outward hanger bearing tripod with the steel gusset 6 preset on periphery beam 7.The elongated angle steel 2 in outside is opened
Mouth sets up and chooses hanger bearing tripod end outside, and Open Side Down is arranged on and outer chooses hanger bearing three for the elongated angle steel in inner side 4
On the right angle of corner bracket, active module is laid on elongated angle steel, and is adjusted by steel pressing plate 10 and pressing plate adjustment bolt 9
Fixing.Then arrange cornice, gutter moulding inner die, colligation is corniced, gutter reinforcing bar, cast-in-place concrete.
Embodiment 2
As shown in Figure 1 and Figure 2, the outer hanger bearing tripod 1 of choosing of the present invention is the right angled triangle supporting triangle being made up of angle steel
Frame.It is welded with suspension connecting plate 5 on the base of its right angled triangle, the base prolongation hanging below connecting plate is provided with
Adjust bolt 12, for adjusting triangle frame level height difference.The end choosing hanger bearing tripod outside is provided with steel pressing plate 10 He
Pressing plate adjusts bolt 9, is used for adjusting and fixing elongated angle steel, prevents the outside sliding of template and readily accessible template.
Embodiment 3
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7, Fig. 8, Fig. 9, Figure 10, the roof girder position at house cornice is suitable
Periphery beam 7 extending direction presets steel gusset 6 by the spacing of no more than a meter successively, this steel gusset is drilled with and chooses outward suspension
Supporting tripod hang connecting plate 5 coupling bolt hole, be used for choose outward hanger bearing tripod 1 is connected fix.Exterior wall girder steel
Steel gusset should hole in advance by design requirements, be used for hanging and fixing choose hanger bearing tripod outward.Choose outward hanger bearing three
When corner bracket is installed, first have to install inner corner trim mould and the external corner die combination bearing support of eaves, and adjust fixation in place.So
After lead to line in eaves all directions, outside, interior layback, outer hanger bearing tripod of choosing is installed the most one by one, and adjust in place after
Tight a bolt fixation.
After choosing outward the installation of hanger bearing tripod, lay elongated angle cleat the most on request, then at elongated angle cleat
Upper berth setting type collapsible form, external angle formwork is equally first laid with internal corner formwork, spreads the most successively by collapsible form on request
If standard form, then mend paving profiled template, template adjusts outer hanger bearing tripod termination of choosing again and adjusts bolt, by mould after being paved with
Outside plate, formwork erection limit is adjusted to straight line and fixes.
After bed die fixes, can according to drawing requirement arrange cornice, gutter moulding inner die, then colligation cornice, gutter
Reinforcing bar；After the most qualified, pour into a mould concrete, after maintenance reaches intensity, remove collapsible form device.
Claims (9)
1. choose suspension active erecting device outside cast-in-place concrete eaves, it is characterised in that: main by choosing outward hanger bearing three
Corner bracket, cornice external corner bearing support, cornice inner corner trim bearing support, elongated angle steel and collapsible form composition, choose outward hanger bearing tripod
Root be provided with suspension connecting plate with holes；Described outer hanger bearing tripod of choosing is multiple, along external wall eaves height
Choose suspension outside site boundary, and preset gusset with bolt with exterior wall girder steel be connected by hanging connecting plate；Cornice external corner supports
Frame is arranged at cornice external corner；Cornice inner corner trim bearing support is arranged at cornice inner corner trim；Described outer choose hanger bearing tripod, eaves
The upper plane of mouth external corner bearing support and cornice inner corner trim bearing support three is in same level；Elongated angle steel chooses suspension outside being arranged on
On supporting tripod, described elongated angle steel is divided into the elongated angle steel in inner side and the elongated angle steel in outside；Inside it, elongated angle steel is arranged
Choose the root of hanger bearing tripod outside, and a right-angle side is vertically downward；The elongated angle steel in outside chooses suspension outside being arranged on
Hold the end of tripod, and a right-angle side is vertically upward；Collapsible form includes standard form, internal corner formwork and external angle formwork,
Described collapsible form is laid on elongated angle steel；The laying method of collapsible form is first external angle formwork and internal corner formwork to be laid
Getting well, laying standard template the most successively, template chooses, outside adjusting after being paved with, the adjustment bolt choosing end outside hanger bearing tripod again,
Formwork erection limit outside template is adjusted to straight line and fixes, then, arrange cornice, gutter moulding inner die, colligation cornices,
Gutter reinforcing bar, cast concrete.
Suspension active erecting device is chosen outside cast-in-place concrete eaves the most according to claim 1, it is characterised in that: hanging
Outer hanger bearing tripod root of choosing below connecting plate is provided with adjustment bolt；Choose the outer of hanger bearing tripod outside and choose end
Portion is provided with steel pressing plate and adjusts bolt.
Suspension active erecting device is chosen outside cast-in-place concrete eaves the most according to claim 1, it is characterised in that: choose outward outstanding
Hang supporting tripod be the right angled triangle tripod being made up of angle steel, the base of its right angled triangle by hang connecting plate and
Bolt presets with exterior wall girder steel that gusset is fixing to be connected, and the right-angle side of its right angled triangle is in horizontal plane.
4. choose suspension active erecting device according to outside the cast-in-place concrete eaves described in claim 1 or 3, it is characterised in that: institute
The outer hanger bearing tripod of choosing stated is multiple, chooses suspension outside suitable external wall eaves height site boundary is uniform.
Suspension active erecting device is chosen outside cast-in-place concrete eaves the most according to claim 1, it is characterised in that: described
Cornice external corner bearing support is made up of external corner tripod and angle steel, and its external corner tripod is arranged on external corner steel column.
Suspension active erecting device is chosen outside cast-in-place concrete eaves the most according to claim 1, it is characterised in that: described
Cornice inner corner trim bearing support is by inner corner trim tripod and chooses outward hanger bearing tripod and constitutes, its inner corner trim tripod and choose outward hanger bearing
On the most parallel exterior wall girder steel being arranged at inner corner trim of tripod.
Suspension active erecting device is chosen outside cast-in-place concrete eaves the most according to claim 1, it is characterised in that: described
External angle formwork is the standard typified form with the outer rib mould of steel.
Suspension active erecting device is chosen outside cast-in-place concrete eaves the most according to claim 1, it is characterised in that: described
Internal corner formwork is the standard typified form with steel bound edge.
Suspension active erecting device is chosen outside cast-in-place concrete eaves the most according to claim 1, it is characterised in that: described
Standard form is to have steel bound edge and the standard typified form of the outer rib mould of steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610709446.0A CN106121225B (en) | 2016-08-24 | 2016-08-24 | Suspension active erecting device is chosen outside cast-in-place concrete eaves |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610709446.0A CN106121225B (en) | 2016-08-24 | 2016-08-24 | Suspension active erecting device is chosen outside cast-in-place concrete eaves |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106121225A true CN106121225A (en) | 2016-11-16 |
| CN106121225B CN106121225B (en) | 2018-05-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610709446.0A Active CN106121225B (en) | 2016-08-24 | 2016-08-24 | Suspension active erecting device is chosen outside cast-in-place concrete eaves |
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| CN (1) | CN106121225B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760511A (en) * | 2016-12-16 | 2017-05-31 | 中国建筑第八工程局有限公司 | Drip system and its construction method on a kind of clear water building cornice template |
| CN107700840A (en) * | 2017-09-30 | 2018-02-16 | 上海宝冶集团有限公司 | Formwork structure |
| CN108412200A (en) * | 2018-03-22 | 2018-08-17 | 浙江谊科建筑技术发展有限公司 | A kind of back cord reinforcement means for connecing layer template of aluminum alloy mould plate |
| CN109537738A (en) * | 2018-12-05 | 2019-03-29 | 仇国辉 | Steel building cast-in-place concrete hollow floor system self-supporting hanger formwork support process |
| CN110306793A (en) * | 2019-06-29 | 2019-10-08 | 中国二十二冶集团有限公司 | There is the inner template reinforcement means to cornice under bridging piece |
| CN116043767A (en) * | 2023-03-28 | 2023-05-02 | 中交第一航务工程局有限公司 | Adjustable overhanging bottom die supporting structure and construction method |
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| US3383080A (en) * | 1966-02-02 | 1968-05-14 | James W. Frisbie | Overhang bracket |
| EP0930408A1 (en) * | 1998-01-16 | 1999-07-21 | Domesle Stahlverschalungs- GmbH | Formwork for casting corbelled out concrete elements |
| FR2848588B1 (en) * | 2002-12-17 | 2013-10-18 | Marc Olivier | DEVICE FOR SUPPORTING A FORMWORK FOR PRODUCING CORNICES |
| DE102007016724B3 (en) * | 2007-04-07 | 2008-10-02 | Peri Gmbh | Beam formwork with automatic de-shuttering of the inner shield |
| CN201268944Y (en) * | 2008-07-15 | 2009-07-08 | 北京建工集团有限责任公司 | Decorative concrete cornice template |
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| CN202644989U (en) * | 2012-04-19 | 2013-01-02 | 中冶天工上海十三冶建设有限公司 | Form erecting cradle for outer wall outer cornice |
| CN103321410B (en) * | 2013-06-26 | 2015-08-05 | 青岛建安建设集团有限公司 | Encorbelment oblique pull mould and mold method in a kind of external corner place |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760511A (en) * | 2016-12-16 | 2017-05-31 | 中国建筑第八工程局有限公司 | Drip system and its construction method on a kind of clear water building cornice template |
| CN107700840A (en) * | 2017-09-30 | 2018-02-16 | 上海宝冶集团有限公司 | Formwork structure |
| CN108412200A (en) * | 2018-03-22 | 2018-08-17 | 浙江谊科建筑技术发展有限公司 | A kind of back cord reinforcement means for connecing layer template of aluminum alloy mould plate |
| CN108412200B (en) * | 2018-03-22 | 2020-05-12 | 浙江谊科建筑技术发展有限公司 | Back ridge reinforcing method for connecting layer template of aluminum alloy template |
| CN109537738A (en) * | 2018-12-05 | 2019-03-29 | 仇国辉 | Steel building cast-in-place concrete hollow floor system self-supporting hanger formwork support process |
| CN110306793A (en) * | 2019-06-29 | 2019-10-08 | 中国二十二冶集团有限公司 | There is the inner template reinforcement means to cornice under bridging piece |
| CN116043767A (en) * | 2023-03-28 | 2023-05-02 | 中交第一航务工程局有限公司 | Adjustable overhanging bottom die supporting structure and construction method |
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|---|---|
| CN106121225B (en) | 2018-05-11 |
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