CN106013781A - Slab supporting construction method and construction device by reversely suspending template - Google Patents
Slab supporting construction method and construction device by reversely suspending template Download PDFInfo
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- CN106013781A CN106013781A CN201610569586.2A CN201610569586A CN106013781A CN 106013781 A CN106013781 A CN 106013781A CN 201610569586 A CN201610569586 A CN 201610569586A CN 106013781 A CN106013781 A CN 106013781A
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- draconis
- steel
- template
- upper strata
- lower floor
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- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
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- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to a slab supporting construction method by reversely suspending a template. The slab comprises a steel structure and a concrete structure to be poured, wherein the steel structure comprises steel beams. The slab supporting construction method by reversely suspending a template comprises the following steps: (1) prefabricating concrete blocks, and mounting the concrete blocks on the steel beams according to the interval which is calculated by stress after the designed strength is achieved, wherein the height of the concrete blocks equals to that of a to-be-poured slab; (2) arranging a wood cushion block on each concrete block which is already arranged; (3) putting an upper keel on the wood cushion block which is already arranged to enable the upper keels to cross a plurality of steel beams; (4) mounting split suspenders in a suspending manner downward from the upper keels, and mounting corresponding lower keels for the lower ends of the split suspenders; (5) laying a template on the lower keels; and (6) pouring concrete. The invention further relates to the construction device in the construction method.
Description
Technical field
The invention belongs to construction engineering field, relate to a kind of Construction of Supporting method of concreting
And constructing device, particularly relate to a kind of anti-form bracing construction method hanging template and constructing device.
Background technology
At present, high-rise building, the floor construction of railroad platform many employings steel concrete combinative structure.
In the prior art, the concrete floor slab placement support system for the higher cast-in-place concrete floor of floor height is main
There are two kinds: 1, use all round victory floor stand, 2, employing reinforcement bar truss mould plate or profiled sheet building
Board support.
Wherein, all round victory floor stand needs to carry out support on ground or next layer and sets up, such
The construction period set up is long, and turnover material puts into big, needs Meteorological higher, furthermore owing to taking next
The construction space of layer, the construction of lower floor can need to be carried out after support removing completes, restriction lower floor
Construction；Especially for superelevation formwork, owing to all round victory support exists the potential safety hazard of stability in the large difference.
Wherein, reinforcement bar truss mould plate or composite floor with profiled steel sheet are used, it is necessary first to use loop wheel machine equipment auxiliary
Helping lifting, take the use of hanging device, take the loop wheel machine vertical transport time, mechanical one-shift is expensive；
Secondly the steel content of reinforcement bar truss mould plate or profiled sheet floor support plate is big, and cost is high；Furthermore reinforcing bar purlin
Frame template reinforcing bar binding difficulty is big；And profiled sheet floor support plate rib of slab is higher, floor construction layer thickness is big,
Making building clear height reduce, underfloor surface undulate, out-of-flatness at the bottom of plate, unsightly, floor is double
Inconsistent to rigidity, reinforcing bar binding is loaded down with trivial details, and bottom steel bar stress needs on-the-spot manual welding bar dowel,
Efficiency is slow.
So, the cast-in-place concrete floor higher for steel beam support structure, floor height supports, and needs to carry
For a kind of more advanced Construction of Supporting method and constructing device.
Summary of the invention
It is an object of the invention to provide a kind of improvement utilizes propping up of girder steel supporting cast-in-place concrete floor
Support construction method and constructing device, the most counter hangs brace type concrete blinding Construction of Supporting method and construction dress
Putting, they can save expense, avoids the danger of easy overall collapse, decreases the duration, and raising is executed
Work progress, construction quality is good.
For reaching above-mentioned purpose, the present invention adopts the following technical scheme that in terms of method
The anti-form bracing construction method hanging template, it is mixed with will pour into a mould that described floor includes steel construction
Xtah Crude Clay structure, described steel construction includes that girder steel, the described anti-form bracing construction method hanging template include
Following steps:
(1) precast concrete concrete block, the spacing drawn by Force Calculation after reaching design strength is set
It is placed on described girder steel；The height of described concrete block is equal to the height of the floorslab concrete that will pour
Degree；
(2) wood block filler is set on each described concrete block set；
(3) on the described wood block filler set, lay upper strata Os Draconis, make described upper strata Os Draconis stride across many
Girder steel described in bar；
(4) from described upper strata Os Draconis, down hanging installation is to drawing suspension rod, and the described bottom to drawing suspension rod is pacified
Lower floor's Os Draconis that dress is corresponding；
(5) on described lower floor Os Draconis, template is laid；
(6) casting concrete.
Preferably, the described concrete block one_to_one corresponding on girder steel described in parallel relative each two,
Each described upper strata Os Draconis are placed on corresponding a series of wood block fillers, cross over parallel relative correspondence
Described girder steel.
Preferably, the described concrete block on each described girder steel is uniformly arranged.
Preferably, described upper strata Os Draconis are perpendicular to its described girder steel crossed over.
Preferably, described to drawing suspension rod to have suitable length so that the upper surface of described template with
The bottom surface of described steel construction is concordant or less than the bottom surface of described steel construction.
Preferably, each crossbeam of described steel construction arranges multiple concrete block equably, respectively
Concrete block one_to_one corresponding on individual crossbeam, described upper strata Os Draconis are across each crossbeam.
Preferably, described lower floor Os Draconis include lower floor's steel pipe main joist and understorey a tree, used in making timber for boats secondary joist, described
Understorey a tree, used in making timber for boats secondary joist is perpendicular to described lower floor steel pipe main joist and is positioned at described lower floor steel pipe main joist
On, described understorey a tree, used in making timber for boats secondary joist arranges described template.
Preferably, described lower floor steel pipe main joist is double steel tube frameworks, and described upper strata Os Draconis are double steel pipes
Os Draconis.
For reaching above-mentioned purpose, the present invention adopts the following technical scheme that in terms of constructing device
The anti-form bracing constructing device hanging template, it is mixed with will pour into a mould that described floor includes steel construction
Xtah Crude Clay structure, described steel construction includes girder steel, the spy of the described anti-form bracing constructing device hanging template
Levy and be: include prefabricated concrete block, wood block filler, upper strata Os Draconis, to drawing suspension rod and lower floor dragon
Bone；
Wherein, described concrete block is arranged on described girder steel；The height etc. of described concrete block
Height in the floorslab concrete that will pour；Wherein, described in each described concrete block is arranged
Wood block filler, described wood block filler is laid described upper strata Os Draconis, and described upper strata Os Draconis cross over a plurality of described steel
Beam；Down overhanging installation from described upper strata Os Draconis described to drawing suspension rod, the described bottom to drawing suspension rod is pacified
The described lower floor Os Draconis that dress is corresponding, lay the template of concreting on described lower floor Os Draconis.
Preferably, the described concrete block one_to_one corresponding on girder steel described in parallel relative each two,
Each described upper strata Os Draconis are placed on corresponding a series of described wood block filler, it is parallel relative to cross over
Corresponding described girder steel.
The beneficial effects of the present invention is: the construction method of the present invention and constructing device, in raw steel structure
After installation, the precast concrete concrete block with floorslab concrete ad eundem is utilized to be supported on girder steel,
By the anti-template of hanging of upper and lower layer Os Draconis, then carry out concreting；This compared to existing technologies,
Decrease setting up of superelevation all round victory bracing frame, reduce and set up expense, avoid the danger of easy overall collapse
Dangerous, decrease and set up the duration, do not affect the construction of the operations such as lower floor builds by laying bricks or stones, improve integral construction and enter
Degree；And not thickening floor construction layer, the quality of flooring bottom of the building is good, saves expense.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of counter one embodiment of form bracing constructing device hanging template of the present invention.
Fig. 2 is that the anti-form bracing construction method hanging template of the present invention (utilizes the counter of the present invention to hang template
Form bracing constructing device) top view of construction of an embodiment, it is as Fig. 1, under
Layer wood a tree, used in making timber for boats secondary joist is parallel to upper strata Os Draconis, and lower floor's steel pipe main joist is perpendicular to upper strata Os Draconis.
Fig. 3 is that the anti-form bracing construction method hanging template of the present invention (utilizes the counter of the present invention to hang template
Form bracing constructing device) side view of construction of another embodiment.
Fig. 4 is that the anti-form bracing construction method hanging template of the present invention (utilizes the counter of the present invention to hang template
Form bracing constructing device) sectional view of construction of another embodiment.
Fig. 5 is that the anti-form bracing construction method hanging template of the present invention (utilizes the counter of the present invention to hang template
Form bracing constructing device) top view of construction of another embodiment.In Fig. 5, Fig. 4, Fig. 3,
Understorey a tree, used in making timber for boats secondary joist is perpendicular to upper strata Os Draconis, and lower floor's steel pipe main joist is parallel to upper strata Os Draconis.
Detailed description of the invention
Embodiments of the present invention are discussed in detail below in conjunction with accompanying drawing.
As Fig. 1 Fig. 5 shows the anti-form bracing constructing device hanging template of the present invention and construction method
Schematic diagram.Wherein in Fig. 1 and Fig. 2, understorey a tree, used in making timber for boats secondary joist is parallel to upper strata Os Draconis, lower floor's steel pipe
Main joist is perpendicular to upper strata Os Draconis；In Fig. 3-Fig. 5, understorey a tree, used in making timber for boats secondary joist is perpendicular to upper strata Os Draconis,
Lower floor's steel pipe main joist is parallel to upper strata Os Draconis；Other structures are the most identical, will illustrate together below.
The template constructed is steel-concrete combined structure, and it includes steel construction 80 and will pour
Xoncrete structure.Steel construction to form floor by casting concrete, it is necessary to try every possible means to have supported coagulation
The template that soil pours, have employed in prior art and builds this tradition side from below to up of scaffold support
Formula, also have uses the special steel construction carrying template loading end, but is all respectively arranged with shortcoming.The present invention
Construction method and constructing device use structure girder steel, use some parts to play counter for template, from
And by simple in construction, cost is low, construct fast in the way of solve problem.
As it is shown in figure 5, steel construction 80 includes gooseneck 81 and central sill 82 (intersecting with beam vertical),
The unit that Fig. 2 show gooseneck 81 and central sill 82 surrounds.As it is shown in figure 5, steel construction bag
Include either large or small multiple such unit.
As it is shown in figure 1, the anti-form bracing constructing device hanging template include prefabricated concrete block 10,
Wood block filler 20, upper strata Os Draconis 30, to drawing suspension rod 40 and lower floor's Os Draconis 50.
Wherein, concrete block 10 is arranged on girder steel 80；The height of concrete block 10 is equal to will
The height of build floor to be watered.
Wherein, each concrete block 10 arranges wood block filler 20, wood block filler 20 is laid upper strata dragon
Bone 30；Down overhang from upper strata Os Draconis 30 and install drawing suspension rod 40, the bottom drawing suspension rod 40 is installed
Corresponding lower floor's Os Draconis 50, lay the template 60 of concreting on lower floor's Os Draconis 50.
Preferably, concrete block 10 one_to_one corresponding on parallel relative each two girder steel, Mei Geshang
Layer Os Draconis 30 are placed on corresponding a series of wood block fillers 20, cross over parallel relative corresponding steel
Crossbeam 81.Preferably, as shown in Fig. 2 Fig. 5, in the present embodiment, each at steel construction 80
Arranging multiple concrete block 10 on crossbeam 81 equably, the concrete block 10 on each crossbeam is equal
Even arrangement and one_to_one corresponding, upper strata Os Draconis 30 are put down each other across each crossbeam 81, each upper strata Os Draconis 30
Go and be preferably perpendicular to crossbeam 81.In the present embodiment, upper strata Os Draconis 30 are the double steel tube frameworks in upper strata.
Preferably, to drawing suspension rod 40 to have suitable length, so that the upper surface of template 60 and steel
The bottom surface of structure 80 is concordant or less than the bottom surface of steel construction 80.The mattess so poured compares
Smooth, quality is good.
Wherein, lower floor's Os Draconis 50 include lower floor's steel pipe main joist 51 (51 ') and understorey a tree, used in making timber for boats secondary joist
52(52’)；Understorey a tree, used in making timber for boats secondary joist 52 (52 ') is perpendicular to lower floor's steel pipe main joist 51 (51 ') and sets
Being placed in lower floor's steel pipe main joist 51 (51 '), template 60 is arranged on understorey a tree, used in making timber for boats secondary joist 52 (52 ')
On.
Embodiment as shown in Figure 1 and Figure 2, it is double that the direction of lower floor's steel pipe main joist 51 is perpendicular to upper strata
The direction of steel tube framework 30, understorey a tree, used in making timber for boats secondary joist 52 steel tube framework 30 double with upper strata is parallel.Or,
Embodiment as shown in Fig. 3 Fig. 5, lower floor's steel pipe main joist 51 ' be oriented parallel to the double steel in upper strata
The direction of duct keel 30, understorey a tree, used in making timber for boats secondary joist 52 ' steel tube framework 30 double with upper strata is vertical.
Preferably, in the friendship of understorey a tree, used in making timber for boats secondary joist 52 (52 ') Yu lower floor's steel pipe main joist 51 (51 ')
Crunode is through to drawing suspension rod 40.Lower floor's Os Draconis 50 and template 60 are played, by upper to drawing suspension rod 40
Layer Os Draconis 30, wood block filler 20, concrete block 10 transmit power and are supported by steel construction 80.
The embodiment of the counter form bracing construction method of hanging template be will be described below, by explained below,
The structure of this Construction of Supporting device is the most clear.
The anti-form bracing construction method hanging template of the present invention mainly comprises the steps:
(1) precast concrete concrete block, the spacing drawn by Force Calculation after reaching design strength is set
It is placed on described girder steel；The height of described concrete block is equal to the height of the floorslab concrete that will pour
Degree；
(2) wood block filler is set on each described concrete block set；
(3) on the described wood block filler set, lay upper strata Os Draconis, make described upper strata Os Draconis stride across many
Girder steel described in bar；
(4) from described upper strata Os Draconis, down hanging installation is to drawing suspension rod, and the described bottom to drawing suspension rod is pacified
Lower floor's Os Draconis that dress is corresponding；
(5) on described lower floor Os Draconis, template is laid；
(6) casting concrete.
As a example by shown in Fig. 3 Fig. 5, anti-form bracing construction method one enforcement hanging template of the present invention
Example comprise the steps:
(1) precast concrete concrete block 10, the spacing drawn by Force Calculation after reaching design strength is by it
It is arranged on girder steel so that the concrete block one_to_one corresponding on parallel relative each two girder steel.?
In the present embodiment, multiple concrete block 10 is preferably set on each crossbeam 81 equably, and often
Concrete block 10 one_to_one corresponding on individual crossbeam.The grade of concrete block 10 is equal to waiting to pour
The concrete grade of floor；The height of concrete block 10 is equal to the height of the floorslab concrete that will pour
Degree, so, after floor concrete casting is complete, these concrete blocks 10 are formed for as floor
A part.Certainly in other embodiment of the present invention, it is also possible to location site corresponding on girder steel
Preparing concrete block, the most so construction time-consumingly can be many.
(2) wood block filler 20 is set on each concrete block 10 set.
(3) upper strata Os Draconis 30 (the preferably double steel pipe in upper strata is installed on the wood block filler 20 set
Os Draconis), the double steel tube framework 30 in each upper strata is placed on corresponding a series of wood block fillers 20, crosses over
Corresponding a series of girder steels.In this embodiment, as it is shown in figure 5, the double steel tube framework 20 in upper strata is placed
On the wood block filler 20 of corresponding a line a line (), cross over a series of crossbeam 81 in figure laterally.Due to
Above-mentioned concrete block 10 is uniformly placed and concrete on each crossbeam 81 on each crossbeam 81
Block 10 one_to_one corresponding, the double steel tube framework 30 in the most each bar upper strata in parallel with each other, arrange equably,
The double steel tube framework 30 in the most each bar upper strata is perpendicular to its crossbeam 81 crossed over.Certainly, the present invention its
In his embodiment, can use other arrangement modes that concrete block is set, the double steel tube framework in upper strata
30 can also be not parallel or uneven arrangement, it is also possible to be to be not orthogonal to crossbeam 81.
(4) from upper strata, double steel tube frameworks 30 are down hanging installs drawing suspension rod 40, to drawing suspension rod 40
Corresponding lower floor's Os Draconis are installed in bottom.Fig. 1 clearly shows this structure (simply parts of lower floor's Os Draconis
It is that vertical or parallel difference is set with upper strata Os Draconis), say, that to the top drawing suspension rod 40
It is fixed in the double steel tube framework 30 (through wood block filler, concrete block by steel structure support) in upper strata, bottom
Play lower floor's Os Draconis 50.Preferably, to drawing suspension rod 40 for split bolt, it can pass through spiral rotating
Structure reaches height-adjustable effect.
(5) on lower floor's Os Draconis 50, template 60 is laid, for casting concrete.As shown in Figure 1 or figure
Shown in 2-5, lower floor's Os Draconis 50 include lower floor's steel pipe main joist 51 (51 ') and understorey a tree, used in making timber for boats secondary joist
52 (52 '), understorey a tree, used in making timber for boats secondary joist 52 (52 ') is perpendicular to lower floor's steel pipe main joist 51 (51 ')
And be arranged in lower floor's steel pipe main joist 51 (51 '), template 60 is arranged on understorey a tree, used in making timber for boats secondary joist 52
On (52 ').Preferably, the surface of the template 60 and bottom surface of steel construction is concordant or less than steel construction
Bottom surface.The bottom surface of the concrete-steel structure floor so poured is more smooth.
In embodiment shown in Fig. 3-Fig. 5, lower floor's steel pipe main joist 51 ' to be oriented parallel to upper strata double
The direction of steel tube framework 30, understorey a tree, used in making timber for boats secondary joist 52 ' steel tube framework 30 double with upper strata is vertical.And
In the embodiment shown in Fig. 1, Fig. 2, lower floor's steel pipe main joist 51 is perpendicular to the double steel tube framework in upper strata
The direction of 30, understorey a tree, used in making timber for boats secondary joist 52 steel tube framework 30 double with upper strata is parallel.In addition, figure
1, the embodiment of Fig. 2 is identical with the embodiment of Fig. 3-Fig. 5.
Preferably, lower floor's steel pipe main joist 51 (51 ') and the friendship of understorey a tree, used in making timber for boats secondary joist 52 (52 ')
Crunode is through to drawing suspension rod 40.Preferably, lower floor's secondary joist 51 is also double steel tube frameworks.
Above-mentioned steps (3), (4, in (5), need steel tube framework double to upper strata, understorey a tree, used in making timber for boats time dragon
Bone, to drawing suspension rod intensity and stress etc. to calculate, to guarantee the anti-stability hanging structure and safety.
These calculate those skilled in the art and can realize, and do not tire out at this and state.
(6) assembling reinforcement casting concrete.Assembling reinforcement is with fixed structure and location.
Described above is placement concrete block, wood block filler on crossbeam, double with cross beam support upper strata
The scheme of steel tube framework, due to horizontal, vertical be relative, in other embodiment of the present invention, certainly
Can also select to place concrete block, wood block filler in vertical beam, support the double steel pipe in upper strata with vertical beam
Os Draconis.
Above-mentioned construction method and constructing device are after original structure steel girder erection completes, and utilize and mix with floor
The precast concrete concrete block of solidifying soil ad eundem is supported on raw steel beam, anti-by the double steel tube framework of levels
Hanging steady plank sheathing, reduce setting up of superelevation all round victory bracing frame, that reduces all round victory bracing frame sets up expense
With, avoid the danger of easy overall collapse, decrease setting up the duration of all round victory bracing frame, and by
Take the construction of the operations such as site influence lower floor of lower floor builds by laying bricks or stones in bracing frame, improve construction speed.
It is described above the preferred embodiments of the present invention, certainly can not limit the present invention's with this
Protection domain.Any equivalent for technical solution of the present invention and conversion, all the guarantor of the present invention
In the range of protecting.
Claims (10)
- The most anti-form bracing construction method hanging template, described floor includes steel construction and will pour into a mould Xoncrete structure, described steel construction includes girder steel, the described anti-form bracing construction method hanging template Comprise the steps:(1) precast concrete concrete block, the spacing drawn by Force Calculation after reaching design strength is by it It is arranged on described girder steel；The height of described concrete block is equal to the floorslab concrete that will pour Highly；(2) wood block filler is set on each described concrete block set；(3) on the described wood block filler set, lay upper strata Os Draconis, make described upper strata Os Draconis stride across A plurality of described girder steel；(4) from the down hanging installation of described upper strata Os Draconis to drawing suspension rod, the described bottom to drawing suspension rod Corresponding lower floor's Os Draconis are installed；(5) on described lower floor Os Draconis, template is laid；(6) casting concrete.
- 2. the anti-form bracing construction method hanging template as claimed in claim 1, it is characterised in that: Described concrete block one_to_one corresponding on girder steel described in parallel relative each two, each described upper strata Os Draconis are placed on corresponding a series of wood block fillers, cross over parallel relative corresponding described girder steel.
- 3. the anti-form bracing construction method hanging template as claimed in claim 1 or 2, its feature It is: the described concrete block on each described girder steel is uniformly arranged.
- 4. the anti-form bracing construction method hanging template as claimed in claim 1 or 2, its feature It is: described upper strata Os Draconis are perpendicular to its described girder steel crossed over.
- 5. the anti-form bracing construction method hanging template as claimed in claim 1 or 2, its feature It is: described to drawing suspension rod to have suitable length, so that the upper surface of described template and described steel The bottom surface of structure is concordant or less than the bottom surface of described steel construction.
- 6. the anti-form bracing construction method hanging template as claimed in claim 1, it is characterised in that: Each crossbeam of described steel construction arranges multiple concrete block equably, mixing on each crossbeam Solidifying soil concrete block one_to_one corresponding, described upper strata Os Draconis are across each crossbeam.
- 7. the anti-form bracing construction method hanging template as claimed in claim 1, it is characterised in that: Described lower floor Os Draconis include lower floor's steel pipe main joist and understorey a tree, used in making timber for boats secondary joist, described understorey a tree, used in making timber for boats time dragon Bone is perpendicular to described lower floor steel pipe main joist and is positioned on described lower floor steel pipe main joist, in described lower floor On wood a tree, used in making timber for boats secondary joist, described template is set.
- 8. the anti-form bracing construction method hanging template as claimed in claim 1, it is characterised in that: Described lower floor steel pipe main joist is double steel tube frameworks, and described upper strata Os Draconis are double steel tube frameworks.
- The most anti-form bracing constructing device hanging template, described floor includes steel construction and will pour into a mould Xoncrete structure, described steel construction includes girder steel, the described anti-form bracing constructing device hanging template Be characterised by: include prefabricated concrete block, wood block filler, upper strata Os Draconis, to draw suspension rod and under Layer Os Draconis；Wherein, described concrete block is arranged on described girder steel；The height etc. of described concrete block Height in the floorslab concrete that will pour；Wherein, described in each described concrete block is arranged Wood block filler, described wood block filler is laid described upper strata Os Draconis, and described upper strata Os Draconis cross over a plurality of described steel Beam；Down overhanging installation from described upper strata Os Draconis described to drawing suspension rod, the described bottom to drawing suspension rod is pacified The described lower floor Os Draconis that dress is corresponding, lay the template of concreting on described lower floor Os Draconis.
- 10. the anti-form bracing constructing device hanging template as claimed in claim 1, it is characterised in that: Described concrete block one_to_one corresponding on girder steel described in parallel relative each two, each described upper strata Os Draconis are placed on corresponding a series of described wood block filler, cross over parallel relative corresponding described steel Beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610569586.2A CN106013781A (en) | 2016-07-18 | 2016-07-18 | Slab supporting construction method and construction device by reversely suspending template |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610569586.2A CN106013781A (en) | 2016-07-18 | 2016-07-18 | Slab supporting construction method and construction device by reversely suspending template |
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| CN108951424A (en) * | 2018-07-09 | 2018-12-07 | 中国五冶集团有限公司 | The formwork support structure and construction method that bridge suspension type pours |
| 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 |
| CN110894753A (en) * | 2018-09-12 | 2020-03-20 | 陈鸿椿 | Wall formwork device and manufacturing method |
| CN111502252A (en) * | 2019-01-30 | 2020-08-07 | 河南天丰绿色装配集团有限公司 | Hanging type formwork-supporting-free system for beam system steel structure building floor and construction method |
| CN112012479A (en) * | 2020-07-20 | 2020-12-01 | 中建三局集团有限公司 | Suspended formwork system for lower layer plate of double-layer roof of horizontal warehouse and construction method |
| CN112064510A (en) * | 2020-09-08 | 2020-12-11 | 宁波市建设集团股份有限公司 | Cast-in-place decking assembled hangs mode structure |
| CN113123598A (en) * | 2021-04-02 | 2021-07-16 | 至高建设集团有限公司 | Mounting and fixing device for assembled building laminated slab splicing seam combined template |
| CN113123597A (en) * | 2021-04-02 | 2021-07-16 | 至高建设集团有限公司 | Assembled laminated slab splicing seam suspension type formwork structure and construction method thereof |
| CN113789698A (en) * | 2021-09-17 | 2021-12-14 | 上海建工五建集团有限公司 | High-altitude pouring formwork system |
| CN113789958A (en) * | 2021-08-31 | 2021-12-14 | 河南中企建筑工程有限公司 | Steel construction composite floor hangs mould structure |
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| CN104164951A (en) * | 2014-07-04 | 2014-11-26 | 中建一局集团第三建筑有限公司 | Stair landing and construction method thereof |
| CN204609295U (en) * | 2015-05-14 | 2015-09-02 | 中国葛洲坝集团股份有限公司 | A kind of square column template anchor ear encloses purlin |
| CN105019645A (en) * | 2015-07-28 | 2015-11-04 | 上海建工二建集团有限公司 | Template system for building concrete structure at earth-taking opening in top-down construction method, and construction method |
| CN205857697U (en) * | 2016-07-18 | 2017-01-04 | 广州建筑股份有限公司 | The anti-form bracing constructing device hanging template |
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| CN103352564A (en) * | 2013-07-18 | 2013-10-16 | 上海建工集团股份有限公司 | Horizontally-structured framework system and construction method |
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| CN108951424A (en) * | 2018-07-09 | 2018-12-07 | 中国五冶集团有限公司 | The formwork support structure and construction method that bridge suspension type pours |
| CN110894753B (en) * | 2018-09-12 | 2021-07-16 | 陈鸿椿 | Wall formwork device and manufacturing method |
| CN110894753A (en) * | 2018-09-12 | 2020-03-20 | 陈鸿椿 | Wall formwork device and manufacturing method |
| 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 |
| CN111502252A (en) * | 2019-01-30 | 2020-08-07 | 河南天丰绿色装配集团有限公司 | Hanging type formwork-supporting-free system for beam system steel structure building floor and construction method |
| CN112012479A (en) * | 2020-07-20 | 2020-12-01 | 中建三局集团有限公司 | Suspended formwork system for lower layer plate of double-layer roof of horizontal warehouse and construction method |
| CN112064510A (en) * | 2020-09-08 | 2020-12-11 | 宁波市建设集团股份有限公司 | Cast-in-place decking assembled hangs mode structure |
| CN113123598A (en) * | 2021-04-02 | 2021-07-16 | 至高建设集团有限公司 | Mounting and fixing device for assembled building laminated slab splicing seam combined template |
| CN113123597A (en) * | 2021-04-02 | 2021-07-16 | 至高建设集团有限公司 | Assembled laminated slab splicing seam suspension type formwork structure and construction method thereof |
| CN113123598B (en) * | 2021-04-02 | 2022-08-02 | 至高建设集团有限公司 | Mounting and fixing device for assembled building laminated slab splicing seam combined template |
| CN113789958A (en) * | 2021-08-31 | 2021-12-14 | 河南中企建筑工程有限公司 | Steel construction composite floor hangs mould structure |
| CN113789958B (en) * | 2021-08-31 | 2023-08-18 | 河南中企建筑工程有限公司 | Steel construction composite floor hangs mould structure |
| CN113789698A (en) * | 2021-09-17 | 2021-12-14 | 上海建工五建集团有限公司 | High-altitude pouring formwork system |
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