CN205935659U - Cast in situ concrete eave are chosen outward and are hung movable formwork device - Google Patents
Cast in situ concrete eave are chosen outward and are hung movable formwork device Download PDFInfo
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- CN205935659U CN205935659U CN201620925937.4U CN201620925937U CN205935659U CN 205935659 U CN205935659 U CN 205935659U CN 201620925937 U CN201620925937 U CN 201620925937U CN 205935659 U CN205935659 U CN 205935659U
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- tripod
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Abstract
The utility model relates to a cast in situ concrete eave are chosen outward and are hung movable formwork device. Its characterized in that: mainly constitute by choosing suspension support tripod, eaves mouth external corner supporting rack, eaves mouth reentrant corner supporting rack, logical long angle steel and movable template outward. The outer suspension support of choosing tripod pass through the suspension connection board and fix outside on the predetermined steel gusset of wall beam. The utility model discloses an outer linkage that chooses of building replaces the formwork mode of setting up outer scaffold frame in traditional job site from a force -bearing mode. Realized cornicing, the gutter die block is standardized, can have enough to meet the need the use repeatedly, has solved effectively that traditional concrete cornices, the disposable shortcoming that consumes of the on -the -spot formwork of gutter concrete cast -in -situ construction, effective reduce project cost.
Description
Technical field
This utility model is related to a kind of outer choosing and is suspended on cornicing for cast-in-place concrete at external wall cornice, gutter
Collapsible form 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 be house vitals, 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, and usual brick mixes choosing of steel and concrete structure house
Eaves, gutter construction are all to set up scaffold formwork using 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 the steel building house of factorial praluction
The more complicated, problem of constructing for eaves, gutter is more prominent.
Content of the invention
The purpose of this utility model is to change existing brick and mixes the cornicing of steel and concrete structure house, gutter construction using scene
The method setting up scaffold formwork, provides and chooses suspension active erecting device outside a kind of cast-in-place concrete eaves.
The purpose of this utility model is realized in.
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 in stress supporting tripod is provided with one
With the connecting plate of screw, for fixing with gusset bolt default on external wall.The connecting plate bottom of tripod root sets
It is equipped with adjustment bolt, for adjusting triangle frame level height difference, the outer end of choosing of tripod is provided with a steel pressing plate and one
Adjustment bolt, for adjusting and fixing elongated angle steel, prevents the outside sliding of template and template easy to disassemble.
The foot of a wall portion and overhanging end portion is leaned on to shelve an elongated angle steel respectively in tripod, by plug-in stress supporting tripod edge
External wall be connected, 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 is placed downwards, and a right-angle side by end side angle steel is placed upwards.
Movable die block is placed on elongated angle cleat along elongated angle steel successively using typified form, a holding capacity of bed die
Point is respectively by by being template two ends stress supporting-point outside wall side and corresponding cornice.
The specific technical scheme of this utility model is：Suspension active erecting device is chosen outside a kind of cast-in-place concrete eaves, its
It is characterised by：Main by choosing outward hanger bearing tripod, cornice external corner bearing support, cornice inner corner trim bearing support, elongated angle steel and work
Moving platen forms, and the root choosing outward hanger bearing tripod is provided with suspension connecting plate with holes；Outer below connecting plate hanging
Choose hanger bearing tripod root and be provided with adjustment bolt；The outer end of choosing choosing hanger bearing tripod outside is provided with steel pressing plate
And adjustment bolt；Described outer hanger bearing tripod of choosing is multiple, chooses suspension along outside external wall eaves height site boundary,
And be connected with bolt and the default gusset of exterior wall girder steel by hanging connecting plate；Cornice external corner bearing support is arranged on cornice external corner
Place；Cornice inner corner trim bearing support is arranged at cornice inner corner trim；Described outer choose hanger bearing tripod, cornice external corner bearing support and eaves
The upper plane of mouth inner corner trim bearing support three is in same level；Elongated angle steel setting is chosen on hanger bearing tripod outside, institute
The elongated angle steel stated is divided into the elongated angle steel in inner side and the elongated angle steel in outside；Inside it, hanger bearing three is chosen in elongated angle steel setting outside
The root of corner bracket, and a right-angle side is vertically downward；The end of hanger bearing tripod is chosen in outside elongated angle steel setting outside, and
One right-angle side is vertically upward；Collapsible form includes standard form, internal corner formwork and external angle formwork, and described collapsible form is laid
On elongated angle steel.
Choosing hanger bearing tripod outside described in the utility model is the right angled triangle tripod being made up of angle steel, and it is straight
The base of angle triangle is fixedly connected by hanging the default gusset of connecting plate and bolt and exterior wall girder steel, its right angled triangle straight
The arm of angle is in horizontal plane.
Outer hanger bearing tripod of choosing described in the utility model is multiple, equal along external wall eaves height site boundary
Suspension is chosen outside cloth.
Cornice external corner bearing support described in the utility model is made up of external corner tripod and angle steel, and its external corner tripod is arranged
On external corner steel column.
Cornice inner corner trim bearing support described in the utility model is chosen hanger bearing tripod and constitute by inner corner trim tripod and outward, its
Inner corner trim tripod and choosing outward on the parallel two-by-two exterior wall girder steel being arranged at inner corner trim of hanger bearing tripod.
External angle formwork described in the utility model is the standard typified form with the outer rib mould of steel.
Internal corner formwork described in the utility model is the standard typified form with steel bound edge.
Standard form described in the utility model is the standard typified form with steel bound edge and the outer rib mould of steel.
Choose suspension active erecting device outside cast-in-place concrete eaves of the present utility model and efficiently solve existing brick mixing steel
In the cornicing of mixed structure house, gutter construction, the variety of problems that scaffold formwork is brought is set up using scene, have following excellent
Point：
Firstth, it either brick mix, steel reinforced concrete, steel building or the flat-changed-into-sloping roofing construction of reconstruction of the old city town, this is outer to choose
Suspension active erecting device can adapt to and meet construction requirement.
The advantage of the secondth, its maximum is must not to set up support for shuttering and situ configuration template in scene, chooses suspension using building is outer
Erecting device self-supporting force way replaces the formwork way that external scaffolding is set up at traditional construction scene.
3rd, it achieve cornice, gutter bed die standardization, can repeatedly be used in turn, efficiently solve conventional concrete
Cornice, the disposable shortcoming consuming of gutter concrete cast-in-situ job site formwork and effectively reduce construction costs；And this system
Standard, specification, controllable precision are high, rigidity is big, deformation is little, construction error is little, can ensure that the construction quality of cast-in-place eaves, and can be full
The requirement of any moulding of sufficient house cornice.Lay solid base for realizing low-carbon energy-saving building industrialization and house production plant
Plinth.
Brief description
Fig. 1 hangs erecting device schematic diagram for cast-in-place concrete eaves；
Fig. 2 is to choose 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：1st, choose outward hanger bearing tripod；2nd, the elongated angle steel in outside；3rd, collapsible form；4th, the elongated angle steel in inner side；5、
Hang connecting plate；6th, steel gusset；7th, periphery beam；8th, steel column；9th, pressing plate adjustment bolt；10th, steel pressing plate；11st, hang and connect
Hole；12nd, choose outward hanger bearing tripod adjustment bolt；13rd, inner corner trim tripod；14th, external corner tripod；15th, the outer rib mould of steel；
16th, standard typified form；17th, steel bound edge；18th, standard inner corner trim bed die；19th, standard external corner bed die.
Specific embodiment
Embodiment 1
As shown in Figure 1, Figure 2, shown in Fig. 5, Fig. 6, this utility model is mainly by choosing outward hanger bearing tripod 1, the elongated angle in outside
Steel 2, collapsible form 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.Outward
Choosing hanger bearing tripod is right angled triangle bearing support.Suspension connecting plate 5 is provided with the base of right angled triangle bearing support,
Chosen outward hanger bearing tripod by suspension connecting plate 5 to be connected with steel gusset 6 default on periphery beam 7.Outside is logical
Hanger bearing tripod end is chosen in the setting of long angle steel 2 opening upwards outside, and Open Side Down that setting chooses outside is outstanding for the elongated angle steel in inner side 4
Hang on the right angle of supporting tripod, active module is laid on elongated angle steel, and pass through steel pressing plate 10 and pressing plate adjustment bolt 9
It is adjusted fixing.Then setting cornice, gutter moulding inner die, colligation is corniced, gutter reinforcing bar, cast-in-place concrete.
Embodiment 2
It is as shown in Figure 1 and Figure 2, of the present utility model that outer to choose hanger bearing tripod 1 be the right angled triangle being made up of angle steel
Supporting tripod.Suspension connecting plate 5 is welded with the base of its right angled triangle, is hanging the base extension below connecting plate
Divide and be provided with adjustment bolt 12, for adjusting triangle frame level height difference.The end choosing hanger bearing tripod outside is provided with steel
Pressing plate 10 and pressing plate adjustment bolt 9, for adjusting and fixing elongated angle steel, prevent the outside sliding of template and template easy to disassemble.
Embodiment 3
As shown in Figure 1, Figure 2, the roofing beam portion shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7, Fig. 8, Fig. 9, Figure 10, at house cornice
The spacing that position presses no more than one meter successively along periphery beam 7 extending direction presets steel gusset 6, this steel gusset is drilled with and chooses outward
Hanger bearing tripod hangs the bolt hole of connecting plate 5 coupling, for choose outward hanger bearing tripod 1 and be connected.Exterior wall
The steel gusset of girder steel should be holed in advance by design requirement, chooses hanger bearing tripod for hanging outside fixing.Choose outward suspension
When holding tripod installation, first have to install the inner corner trim mould of eaves and external corner die combination bearing support, and adjust fix tightly in place
Gu.Then lead to line in eaves all directions, outside, interior layback, installation is outer one by one successively chooses hanger bearing tripod, and just adjusts
Bolt fixation is tightened behind position.
After choosing outward the installation of hanger bearing tripod, lay elongated angle cleat on request, then in elongated angle cleat
Upper berth setting type collapsible form, external angle formwork is equally first laid by collapsible form on request with internal corner formwork, then spreads successively
If standard form, then mend paving profiled template, template adjusts the outer compacting adjustment spiral shell choosing hanger bearing tripod termination again after being paved with
Bolt 9, by outside template, the adjustment of formwork erection side is in alignment and fixes.
After bed die fixes, can according to drawing requirement setting cornice, gutter moulding inner die, then colligation cornice, gutter
Reinforcing bar；After qualified on inspection, pour into a mould concrete, reach dismounting collapsible form device after intensity after maintenance.
Claims (8)
1. choose suspension active erecting device outside a kind of 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；It is provided with adjustment hanging outer the choosing below connecting plate on hanger bearing tripod root
Bolt；The outer end of choosing choosing hanger bearing tripod outside is provided with steel pressing plate and adjustment bolt；Described outer choose hanger bearing
Tripod is multiple, chooses suspension along outside external wall eaves height site boundary, and by hanging connecting plate and bolt and exterior wall
Girder steel is preset gusset and is connected；Cornice external corner bearing support is arranged at cornice external corner；It is cloudy that cornice inner corner trim bearing support is arranged on cornice
At angle；The described outer upper plane choosing hanger bearing tripod, cornice external corner bearing support and cornice inner corner trim bearing support three is in
Same level；Elongated angle steel setting is chosen on hanger bearing tripod outside, and described elongated angle steel is divided into the elongated angle steel in inner side
The elongated angle steel with outside；Inside it, the root of hanger bearing tripod is chosen in elongated angle steel setting outside, and a right-angle side is vertical
Down；The end of hanger bearing tripod is chosen in outside elongated angle steel setting outside, and a right-angle side is vertically upward；Collapsible form
Including standard form, internal corner formwork and external angle formwork, described collapsible form is laid on elongated angle steel.
2. choose suspension active erecting device outside cast-in-place concrete eaves according to claim 1 it is characterised in that：Choose outward outstanding
Hanging supporting tripod is the right angled triangle tripod being made up of angle steel, the base of its right angled triangle pass through to hang connecting plate and
Bolt is preset gusset with exterior wall girder steel and is fixedly connected, and the right-angle side of its right angled triangle is in horizontal plane.
3. choose suspension active erecting device outside cast-in-place concrete eaves according to claim 1 and 2 it is characterised in that：Institute
The outer hanger bearing tripod of choosing stated is multiple, chooses suspension along external wall eaves height site boundary is uniformly outer.
4. choose suspension active erecting device outside cast-in-place concrete eaves 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.
5. choose suspension active erecting device outside cast-in-place concrete eaves according to claim 1 it is characterised in that：Described
Cornice inner corner trim bearing support is chosen hanger bearing tripod and constitute by inner corner trim tripod and outward, its inner corner trim tripod and choose outward hanger bearing
On the parallel two-by-two exterior wall girder steel being arranged at inner corner trim of tripod.
6. choose suspension active erecting device outside cast-in-place concrete eaves 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.
7. choose suspension active erecting device outside cast-in-place concrete eaves according to claim 1 it is characterised in that：Described
Internal corner formwork is the standard typified form with steel bound edge.
8. choose suspension active erecting device outside cast-in-place concrete eaves according to claim 1 it is characterised in that：Described
Standard form is the standard typified form with steel bound edge and the outer rib mould of steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620925937.4U CN205935659U (en) | 2016-08-24 | 2016-08-24 | Cast in situ concrete eave are chosen outward and are hung movable formwork device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620925937.4U CN205935659U (en) | 2016-08-24 | 2016-08-24 | Cast in situ concrete eave are chosen outward and are hung movable formwork device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205935659U true CN205935659U (en) | 2017-02-08 |
Family
ID=57951123
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620925937.4U Expired - Fee Related CN205935659U (en) | 2016-08-24 | 2016-08-24 | Cast in situ concrete eave are chosen outward and are hung movable formwork device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205935659U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359645A (en) * | 2019-06-12 | 2019-10-22 | 中建二局第一建筑工程有限公司 | Roofing cornices support system and its construction method |
| CN110821133A (en) * | 2019-11-06 | 2020-02-21 | 上海建工七建集团有限公司 | Externally hung operating steel platform and construction method thereof |
-
2016
- 2016-08-24 CN CN201620925937.4U patent/CN205935659U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359645A (en) * | 2019-06-12 | 2019-10-22 | 中建二局第一建筑工程有限公司 | Roofing cornices support system and its construction method |
| CN110821133A (en) * | 2019-11-06 | 2020-02-21 | 上海建工七建集团有限公司 | Externally hung operating steel platform and construction method thereof |
| CN110821133B (en) * | 2019-11-06 | 2023-11-10 | 上海建工七建集团有限公司 | Externally-hung operation steel platform and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170208 Termination date: 20170824 |