CN106555479A - The hanging device of concave character type floor shaped device - Google Patents
The hanging device of concave character type floor shaped device Download PDFInfo
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- CN106555479A CN106555479A CN201510638322.3A CN201510638322A CN106555479A CN 106555479 A CN106555479 A CN 106555479A CN 201510638322 A CN201510638322 A CN 201510638322A CN 106555479 A CN106555479 A CN 106555479A
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- character type
- mould
- concave character
- type floor
- room
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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
- E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
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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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- 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
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention is a kind of hanging device of concave character type floor shaped device, including：One concave character type floor shaped device, the concave character type floor shaped device have a supporting body, the supporting body top across plural gripper shoe is set, each gripper shoe affixed plural suspension rod downward；Plural room mould, respectively the room mould is adjacent forms longitudinal runner for being mutually communicated of plural number to each other, and respectively the room die top is hung with each suspension rod of the respectively gripper shoe and sets affixed.
Description
Technical field
The present invention is relevant with construction implement, particularly relevant with a kind of hanging device of concave character type floor shaped device.
Background technology
At present, building trade construction is general using all kinds of scaffolds are manually built, and artificial auxiliary building builds model, manual site
Reinforcing bar in welding wall and column, a dead lift template, often quality cannot ensure that high labor intensive, duration be slow, cost
It is high, and the potential safety hazard that exists is more.
Therefore, the society for gradually increasing in current human cost, to solve the above problems, can provide one kind and can improve construction peace
Full reliability, is greatly improved speed of application, ensures construction quality, while the skyscraper that can also reduce construction cost is quick
The technology of the method for mechanized construction is particularly important.
The document of Chinese Patent Application No. 201110365607.6 is referred to, which is a kind of side of skyscraper Quick mechanicalization construction
Method, including lifting integral lifting apparatus；Pylon unit in bulk is carried out into overall package, while pneumatic cast die opening and closing is filled
Put the lower section for being fixedly installed in unitary mould pylon；Start all four screw rod lifting devices, jack-up unitary mould pylon；Hang
Fill wall, the beam steel cage of a floor；Unitary mould pylon is fallen after rise, pneumatic pouring mould opening and closing devices to close the moulds horizontally is driven；
Cast concrete, molds after concrete setting；Unitary mould pylon is lifted up；Lifting floor, sunlight coincide part
Precoated plate, precast stair and the prefabricated window that floats；Lay the coincide cast-in-place part bar-mat reinforcement of floor and the cast-in-place floor flooring top coagulation that coincides
Soil；Repeat the above steps, complete the construction of all floors.
The document of Chinese Patent Application No. 201310474132.3 and CN201320628039.9 is referred to, which is that one kind makes building in the air
Machine, it is adaptable to high-rise with Super high-rise dwelling house building, it include principal space hoistable platform, exterior wall finishing hoistable platform, tower crane and
Control device, wherein, principal space hoistable platform is provided with body die, appts. for transferring ready-mixed concrete, concrete spreader and spray
Shower device.When being built, concrete bar is first arranged, then decline principal space hoistable platform, so that main body
Mould then makes appts. for transferring ready-mixed concrete to body die delivering concrete, after 24 hours together with splicing with concrete bar
Concrete setting is into body of wall.
The document of Chinese Patent Application No. 201320628378 is referred to, which is a kind of body of wall mould, is suspended in and can rise up and down
On the jacking equipment of drop, body of wall mould includes that several are interconnected and fixed and can rise opening with jacking equipment and decline and close
The interior wall that holds together is square to pour wall mould bases and exterior wall pours wall mould bases, and several exterior walls pour wall mould bases and are surrounded on that several interior walls are square to pour wall mould
The frame wall mould bases that pours square with several interior walls is arranged in splicing, and several exterior walls pour wall mould bases and several interior wall sides
Shape pours the area of wall mould bases covering more than or equal to the area built by house.When molding body of wall is needed, as long as control lifting
Body of wall mould is dropped in plane to be built, afterwards by equipment, just can be toward body of wall mould cast concrete；
After complete, as long as body of wall mould is risen by control jacking equipment, now, the interior wall of body of wall mould is square pour wall mould bases and
Exterior wall pours wall mould bases and can open the body of wall for departing from forming.
It is by above-mentioned known case, it is possible to find be all desirable to using body die lift the efficiency for building plural floor but actual
All there is serious loss in upper known case, because when will build each floor, the body die all first must raise at least certain
Height, carry out spray equipment spray body of wall, then arrange precoated plate cloth concrete on body of wall top surface, spray again afterwards
The body die is then dropped to making floor by body of wall top surface again；In other words, although coordinate concrete injection side using mould
Formula can improve the speed of construction really, but known construction engineering method and cannot one-shot forming floor metope and interlayer metope, therefore
When each floor is built, using after the body die forming floor metope, must still wait for a period of time and could build interlayer
Metope makes one floor of its complete molding, the floor in other words built the more, the time relative increase to be onstructed such as which is wasted in,
Therefore known construction method still needs to be improved part in terms of efficiency of construction.
The content of the invention
The present invention provides a kind of hanging device of concave character type floor shaped device, and its main purpose is by a concave character type floor molding
Device coordinates hanging device from a base so that quickly, easily mode builds up the building with plural floor.
It is that, up to aforementioned mesh, the present invention is a kind of hanging device of concave character type floor shaped device, including：One concave character type floor molding
Device, the concave character type floor shaped device have a supporting body, the supporting body top across plural gripper shoe is set, each gripper shoe court
The affixed plural suspension rod in lower section；Plural room mould, respectively the room mould is adjacent forms longitudinal runner that plural number is mutually communicated to each other,
And respectively the room die top is hung with each suspension rod of the respectively gripper shoe and sets affixed.
The house built by this case, without using modular steel reinforcement cage, can reach the rapid construction journey for building up a layer for a day
Sequence, the advantages of more reach cost-effective, firm.
Description of the drawings
In order to be illustrated more clearly that technical scheme, the accompanying drawing to using required for the present invention is briefly described below,
It should be evident that drawings in the following description are only some embodiments of the present invention, for those of ordinary skill in the art,
On the premise of not paying creative work, can be with according to these other accompanying drawings of accompanying drawings acquisition.
Fig. 1 is the axonometric chart of concave character type floor shaped device of the present invention.
Fig. 2 is the three-dimensional cutaway view of concave character type floor shaped device of the present invention.
Fig. 3 is the axonometric chart of the fixture of room mould of the present invention.
Fig. 4 is the axonometric chart of the contracting membrane module of room mould of the present invention.
Fig. 5 is the three-dimensional cutaway view of exterior wall mould of the present invention.
Fig. 6 is the axonometric chart that the present invention enters tower regulating device.
Fig. 7 is the axonometric chart of single die body formula room mould of the invention.
Fig. 8 is the axonometric chart of many die body formula room moulds of the invention.
Fig. 9 is the axonometric chart of stand column device of the present invention.
Figure 10 is the axonometric chart of the present invention, shows the situation for building the first floor.
Figure 11 is the sectional view of room mould of the present invention, shows the situation using silica gel sheath sealing.
Figure 12 is the sectional view of exterior wall mould of the present invention, and the situation before mould is moved back in display.
Figure 13 is the sectional view of the present invention, shows the first floor after the completion of cementing operations.
Figure 14 is another sectional view of the present invention, shows the first floor after the completion of cementing operations.
Figure 15 is the sectional view of the first room mould of the invention, shows the situation before contracting mould operation.
Figure 16 is the sectional view of the first room mould of the invention, shows the post-job situation of contracting mould.
Figure 17 is the sectional view of second room of the invention mould, shows the situation before contracting mould operation.
Figure 18 is the sectional view of second room of the invention mould, shows the post-job situation of contracting mould.
Figure 19 is the sectional view of exterior wall mould of the present invention, and the situation after mould is moved back in display.
Figure 20 is the sectional view of the present invention, shows that concave character type floor shaped device rises to the situation of the second floor.
Figure 21 is the axonometric chart of the present invention, shows the situation for building the second floor.
Figure 22 is the axonometric chart of the present invention, shows the situation for building the second floor.
Figure 23 is the sectional view of the present invention, shows the second floor after the completion of cementing operations.
Figure 24 is the sectional view of the present invention, shows that concave character type floor shaped device rises to the situation of third story layer.
Figure 25 is the axonometric chart of the present invention, shows the situation for building third story layer.
It is as follows to the symbolic interpretation in description of the drawings：
10 straight metope steel reinforcement cage 100 of concave character type floor shaped device
11 working space 110 of supporting body
111 space 1110 of gripper shoe
Suspension rod 1111 longitudinally wide W, W1
20 horizontal type steel reinforcement cage 200 of stand column device
201 base 21 of slab form
210 outside framework 22 of articulated section
It is installed with 220 oil hydraulic cylinder 23 of space
230 room mould 30 of shore
31 fixture 32 of longitudinal runner
33 die body 34 of groove
35 clamp holder 350 of contracting membrane module
351 exterior wall mould 40 of forcing piece
41 transmission power source 42 of fixture
43 rotary shaft 44 of driving member
45 pulley 46 of movable block
External wallboard block 47 enters tower regulating device 50,50 '
51 horizontal pipe fitting 52 of longitudinal members
Support 520 colloidal silica 60 of slotted eye
61 silica gel sheath 62 of silica gel strip
Transverse flow channels 70,70 ' first floor F1
Second floor F2 third story layer F3
Room general layout G1, G2 ground T
Self-compacting concrete S
Specific embodiment
To enable that your auditor has a better understanding and awareness to the purpose of the present invention, feature and effect, please below coordinate
Figure of description is described in detail as after.
Please join shown in Fig. 1-Figure 25, the embodiment of the present invention is a kind of hanging device of concave character type floor shaped device, and it is recessed which passes through one
Font floor shaped device 10 coordinates plural stand column device 20 from a ground T so that quickly, easily mode is built up with plural building
The building of layer, wherein the concave character type floor shaped device 10 include：
One supporting body 11 with a working space 110, the 11 general rectangular design of supporting body, and 11 top of supporting body are multiple across setting
Number gripper shoes 111 (can according to actual demand in vertical or horizontal mode across setting), have appropriate space between respectively the gripper shoe 111 is adjacent
1110 and affixed plural suspension rod 1111 downward, and respectively the longitudinally wide W of 111 middle position of gripper shoe is ultimate range gradually
Gradually incline toward both sides, the longitudinally wide W of 111 middle position of gripper shoe is made more than the longitudinally wide W1 of both sides.
The plural stand column device 20 (as shown in Figure 9), respectively the stand column device 20 include one have an articulated section 210 base 21,
With one be installed with space 220 and longitudinal direction be fixedly arranged on the base 21 outside framework 22, and one be articulated in the articulated section 210 and have angle
The oil hydraulic cylinder 23 of degree pivot pendulum effect, the oil hydraulic cylinder 23 have a telescopic shore 230, and it is to hold that wherein this is installed with space 220
Put one and enter tower regulating device 50 (as shown in Figure 6), this enters four corners that tower regulating device 50 is fixed in 11 bottom of supporting body, respectively this enters
Tower regulating device 50 be made up of plural longitudinal members 51 one longitudinal direction length it is rectangular-shaped, respectively the longitudinal members 51 link at least one in position
Laterally pipe fitting 52, and wantonly two horizontal pipe fitting 52 supports slotted eye 520 with one.
Plural room mould 30, respectively the room mould 30 is adjacent forms longitudinal runner 31 that plural number is mutually communicated to each other, and respectively should
Each suspension rod 1111 that plural fixture 32 (as shown in Figure 3) and the respectively gripper shoe 111 are arranged at the top of room mould 30 hangs and sets affixed, respectively
The fixture 32 can be operable to the height for adjusting the respectively room mould 30, make the room such as this mould 30 be located at same level height.
And the longitudinally wide W1 in both sides is more than by the longitudinally wide W in middle position of the respectively gripper shoe 111 so as to when each gripper shoe 111
There must be maximum stress when hanging and setting plural room mould 30, it is to avoid respectively the gripper shoe 111 is because of the weight of the plural room mould 30,
Cause the phenomenon for deformation occur or rupturing；And thereon lay cloth for keeping out rain when, rainwater can be discharged in both sides.
Except this, respectively the supporting part 111 and respectively between the room mould 30 hang the relation of setting can according to practical situation select with plural gripper shoe
111 or single gripper shoe 111 hung using plural suspension rod 1111 and set an at least room mould 30；In other words each supporting part 111 with respectively should
The relation of setting of hanging between room mould 30 is not limited to embodiment of the present invention, but can be according to the respectively room mould 30
Actual pattern, and respectively the room mould 30 equipping position to each other and arrange and corresponding hang the relation of setting；
Furthermore, in this enforcement, respectively the room mould 30 can implement the room mould 30 of aspect for two kinds of enforcement aspects, one of which
For single die body 34, the side and bottom surface of the die body 34 are cutd open and set plural groove 33, and respectively the groove 33 is mutual with a contracting membrane module 35
(as shown in Fig. 4, Fig. 7), the room mould 30 of another kind of embodiment aspect is then the die body 34 for four independent individuals for linking, and
Respectively the die body 34 is adjacent forms the plural groove 33 to each other for this, and respectively the groove 33 is mutually linked (such as with the contracting membrane module 35
Shown in Fig. 4, Fig. 8), wherein the contracting membrane module 35 is to be separately positioned on the clamp holder 350 on the respectively die body 34 by one, and one wears
If the forcing piece 351 of the clamp holder 350 is constituted；
In one embodiment, there is provided an at least colloidal silica 60, the groove 33 of the room mould 30 is sealed up, its sealing operation can divide
For two kinds of embodiments, the colloidal silica 60 of one of embodiment is various sizes of silica gel strip 61 and its area more than the respectively room
The groove 33 (as shown in Figure 6, Figure 7) of mould 30, when respectively the silica gel strip 61 imbeds the respectively groove 33, by the respectively silica gel strip 61
It is filled up completely with which with splendid elasticity tension and the effect for fully sealing is reached in the groove 33；
The colloidal silica 60 of another embodiment is an integrally formed silica gel sheath 62 (as shown in figure 11) with open space, the silica gel
Set 62 is coated on the vertical outer side face of the respectively room mould 30, takes this kind of embodiment equally to can reach and makes on vertical outer side face
Groove 33 reach the effect for fully sealing, and the groove 33 of bottom side is sealed using aforesaid silica gel strip 61.Whether adopt
The silica gel strip 61 or silica gel sheath 62 its material all have splendid flexible tension force, therefore not only can fill really when sealing operation is carried out
In the groove 33, the outer surface of the respectively room mould 30 more can be covered on completely, and by the room mould of the colloidal silica 60 pairs
It is to prevent many debris from entering in the groove 33 that the groove 33 of tool 30 carries out the main function of sealing operation.
Plural exterior wall mould 40 (as shown in Figure 5), respectively 40 pairs, the exterior wall mould should four side bottoms of supporting body 11 arrange, its
It is fixed in the fixture 41 (designing for I fonts) of 11 bottom of supporting body, one is arranged at the transmission power source of the fixture 41 including one
What 42 (designing for motor), a driving member 43 (designing for belt) interlocked with the transmission power source 42, one and the driving member 43 were interlocked turns
Moving axis 44 (being screw design), a movable block 45, being spirally connected with the rotary shaft 44 link with the movable block 45 and with the fixture
41 contacts side surfaces and can in 41 side of fixture carry out forward-reverse pulley 46, and one with 45 bottom of movable block it is affixed
External wallboard block 47 is constituted.
Accordingly, the concave character type building template group construction method of the present embodiment, its construction procedure are as follows：
Step a, carries out plural straight 100 construction operation of metope steel reinforcement cage of the first floor F1；Workmen is first in ground T
The plural straight metope steel reinforcement cage 100 of upper fixed first floor F1, and respectively the construction location of the straight metope steel reinforcement cage 100 is corresponded to
Each respectively longitudinal runner 31 of the room mould 30.
Step b, sets up the concave character type floor shaped device 10 in ground T (as shown in Figure 10)；Will be plural stand column device 20 advance
It is set up in the appropriate location (the present embodiment is enumerated and is arranged at four corner locations) of ground T, the concave character type floor shaped device 10
Bottom respectively this enter tower regulating device 50 and be located in being installed with space 220 of the stand column device 20, and make the shore of the oil hydraulic cylinder 23
230 support (as shown in Figure 9) in slotted eye 520 with what angle of inclination slightly stayed on that this enters 50 both sides of tower regulating device.
Step c, there is provided plural number is arranged at the exterior wall mould 40 of 10 bottom of concave character type floor shaped device and is coated on the respectively room mould
Have 30 4 sides (as shown in figure 12)；The transmission power source 42 for starting the exterior wall mould 40 makes the driving member 43, the rotary shaft 44 and is somebody's turn to do
The synchronous start of movable block 45, and because the pulley 46 for being connected to the movable block 45 is the side that is contacted with the fixture 41, and this is fixed
Part 41 is fixed in the bottom of the supporting body 11, therefore when 42 start of transmission power source, the fixture 41 is remained stationary as
45 and the metope direction movement of the external wallboard block 47 of 45 bottom of movable block toward the respectively room mould 30 is fixed in, when the movable block 45
After completing positioning, the external wallboard block 47 plural number longitudinal direction runner 31 that formed to each other adjacent with the metope of the respectively room mould 30 is (such as Figure 12
It is shown).
Step d, carries out cementing operations to longitudinal runner 31 that respectively the room mould 30 is mutually communicated, (as shown in figure 13)；
There is provided a self-compacting concrete S, to pour into the respectively room mould 30 adjacent to each other and in longitudinal runner 31 for being mutually communicated, and should be from close
Real concrete S can be circulated in each longitudinal runner 31 being mutually communicated for semi liquid state shape, and in cementing operations because of each room mould
30 groove 33 carries out close bag operation using the silica gel strip 61 or silica gel sheath 62, therefore self-compacting concrete S does not have and flows into the ditch
Misgivings in groove 33.When carrying out cementing operations, when self-compacting concrete S is poured into height about 1/to eight/10th,
Temporarily cease operation for a period of time, after waiting self-compacting concrete S stable, renew row operation, it is till filling, each to avoid
The room mould 30 floats because of self-compacting concrete S.
Step e, carries out plural straight 100 construction operation of metope steel reinforcement cage of a floor (the second floor F2)；Workmen stands
In the plural straight metope steel reinforcement cage 100 plural number with the first floor F1 of the fixed upper floor in the top of the respectively room mould 30
Straight metope steel reinforcement cage 100 is connected, and the plural straight metope steel reinforcement cage 100 is flowed corresponding to the plural number longitudinal direction of the respectively room mould 30
Road 31, wherein being worth one, workmen is constructed in the working space 110 of the supporting body 11, therefore by cladding
The supporting body 11 of formula can slacken the windage in work high above the ground, lift working performance.
Step f, carries out contracting mould operation；Can be so that the forcing piece 351 of the respectively contracting membrane module 35 be controlled by the way of control is manually or electrically shaken
Toward middle direction packing (as shown in Figure 15-Figure 18), respectively the die body 34 is produced and is moved slightly for order, along with each room mould 30
Outer surface be to be isolated with the slurry S in longitudinal runner 31 by the silica gel strip 61 or silica gel sheath 62 (as shown in figure 11), and utilize
The silica gel strip 61 or silica gel sheath 62 only to made by rigidity material, respectively the room mould 30 has adhesive force, and to self-compacting concrete S
Tractionless physical characteristics, therefore when each die body 34 is produced by the forcing piece 351 of the contracting membrane module 35 and moved slightly, respectively should
Room mould 30 can be separated with the self-compacting concrete S in longitudinal runner 31 easily；Continue (as shown in figure 19), starting should
The transmission power source 42 of exterior wall mould 40 drives the driving member 43, the rotary shaft 44 and the 45 synchronous start of movable block, makes the external wallboard block
47 metopes for recessing the respectively room mould 30, complete contracting mould operation accordingly.
Step g, carries out rising mould operation：Rise the height of a 10 supreme floor of concave character type floor shaped device, and complete firstth floor
The construction operation of layer F1, makes the first floor F1 become completion floor；(as shown in Figure 20, Figure 21) which utilizes the top of the oil hydraulic cylinder 23
Strut 230 stay on respectively this enter the supporting in slotted eye 520 of tower regulating device 50, and make the shore 230 upwardly extend this is entered tower section dress
50 height for shoring a supreme floor are put, room general layout G1 of molding completion floor (the first floor F1) on ground T, and because of the oil
Cylinder pressure 23 has functions that angle pivot is put, therefore in the 230 upwardly extending process of shore, the oil hydraulic cylinder 23 also can synchronization control
The change of angle when its corresponding angle is to upwardly extend in response to the shore 230, and by each suspension rod 1111 of the respectively gripper shoe 111
There are a transverse flow channels 70 at the top of hung respectively 30 bottom of room mould for setting and room general layout G1 of the completion floor；And it is recessed when this
When font floor shaped device 10 ramps up the height of a supreme floor, being installed with space 220 of the stand column device 20 is then inserted another
It is individual enter tower regulating device 50 ', and this enter 50 ' system of tower regulating device and top enter 50 mutual interlocking of tower regulating device.
Step h, the plural horizontal type steel reinforcement cage 200 for making completion floor (the first floor F1) with a upper floor (the second floor F2) is (as schemed
Shown in 22) and slab form 201；Which is fixed with the transverse flow channels 70 at the top of the completion floor using respectively 30 bottom of room mould
Plural horizontal type steel reinforcement cage 200, and respectively the horizontal type steel reinforcement cage 200 is interconnected with the respectively straight metope steel reinforcement cage 100；Build positioned at horizontal stroke
Slab form 201 below formula steel reinforcement cage 200.
Step i, which is highly a upper floor (the second floor F2), there is provided plural number is arranged at 10 bottom of concave character type floor shaped device
Exterior wall mould 40 and be coated on respectively 30 4 sides (as shown in figure 22) of the room mould；Its exterior wall mould 40 coats the respectively room
Between mould 30 mode it is identical with step c, the applicant please be hold and repeated no more.
Step j, which is highly a upper floor (the second floor F2), and longitudinal runner 31 that respectively the room mould 30 is mutually communicated is carried out
Cementing operations (as shown in figure 23)；During grouting, self-compacting concrete S can not only pour into the longitudinal direction that respectively the room mould 30 is mutually communicated
In runner 31 and the plural straight metope steel reinforcement cage 100 of a upper floor (the second floor F2) is coated, while can also flow to the completion floor
With the transverse flow channels 70 between a floor on this (the second floor F2) and coat the plural horizontal type steel reinforcement cage 200；
Step k, repeat step e to step j, till all floors complete, Figure 23-25 shows the construction for making the second floor
Program.
In the present embodiment, rise the height of a 10 supreme floor of the concave character type floor shaped device (third story layer F3) and complete
The construction operation of two floor F2, its be using the shore 230 of the oil hydraulic cylinder 23 stay on respectively this enter tower regulating device 50 ', and make should
Shore 230 upwardly extend and meanwhile shore two this enter the height of a 50 and 50 ' supreme floor of tower regulating device (third story layer F3), and
Because the oil hydraulic cylinder 23 has functions that angle pivot is put, therefore the oil hydraulic cylinder 23 also can be synchronous in the 230 upwardly extending process of shore
The change of angle when adjusting its angle to upwardly extend in response to the shore 230；
When the concave character type floor shaped device 10 ramps up the height of a supreme floor (third story layer F3), the stand column device 20
It is installed with space 220 and then inserts another again this enters tower regulating device 50 ', and on ground T, is the room lattice of molding the second floor F2
Office G2, and respectively 30 bottom of room mould system and second floor F2 for setting is hung by each suspension rod 1111 of the respectively gripper shoe 111
Top have a transverse flow channels 70 '；
Accordingly, the concave character type building template group construction method of the present embodiment, by the concave character type floor shaped device 10 and plural number
Stand column device 20 coordinate above-mentioned construction procedure can from ground T with it is quick, easily mode build up building with plural floor
Build thing.
Furthermore, the important technical of the present invention is further illustrated, because self-compacting concrete S is circulated to and mutually passes through in grouting
In logical longitudinal runner 31 and transverse flow channels 70, and while the plural straight metope steel reinforcement cage of the upper floor (the second floor F2) of cladding
The plural horizontal type steel reinforcement cage 200 in transverse flow channels 70 between 100 and completion floor and a upper floor (the second floor F2), therefore ought
When concave character type floor shaped device 10 completes stripping operation and rises to a floor (third story layer F3) again, the room of second floor F2
Between the straight metope of synchronous forming of general layout G2 and horizontal type metope (for the corresponding floor below of horizontal type metope herein, be defined as variola
Plate, and floor is then defined as the floor of correspondence top)；In other words, the concave character type floor shaped device 10 is filled by the column
Put 20 cooperation plural numbers and enter the construction method that tower regulating device 50 is up shored, the room general layout (G1, G2 ...) of each floor be and meanwhile into
The straight metope of type and horizontal type metope.
In addition, although the concave character type floor shaped device 10 of this case has quite big weight, but its weight is entered by this etc.
Tower regulating device 50,50 ' is born, and is not had any weight and is fallen on building, and the weight born by building is only building slab
, therefore building will not be had any impact.The house built by this case engineering method, without using modular steel
Muscle cage, can reach the rapid construction program for building up a layer for a day, the advantages of more reach cost-effective, firm.
Generally speaking, this case is that ground T is established on building lot first, then arranges a die assembly on ground T, its
In the die assembly be to be made up of aforesaid concave character type floor shaped device 10, exterior wall mould 40 and room mould 30, now
Room mould 30 contacts ground T, makes die assembly only have longitudinal runner 31, then carries out cementing operations, make longitudinal runner 31
In be full of self-compacting concrete S, to set up the metope panel wall of room (include) of the first floor F1, then to room mould 30
Contracting mould operation is carried out, room mould 30 is separated with self-compacting concrete S, then rising using one, (i.e. aforesaid column is filled machinery
Put 20), carry out rising mould operation, the die assembly is raised above to put the position of the second floor F2, now below 30 ground of room mould
Transverse flow channels 70 can be formed to be mutually communicated with longitudinal runner 31, then after carrying out cementing operations, transverse flow channels 70 be made with longitudinal runner
Self-compacting concrete S is full of in 31, you can will be metope (including the panel wall in room) and floor layer once-forming, then to room
Mould 30 carries out contracting mould operation, and recycling rises mechanical (i.e. aforementioned stand column device 20), carries out rising mould operation, will be the mould total
Into the position for ramping up third story layer F3, then cementing operations are carried out, and will be metope and floor layer once-forming.So make repeatedly
Building is built up by industry using the extremely short time.Detailed construction flow process is not repeated as before, please hold again with describing in detail.
Here is noted that in addition to disclosed stand column device 20 machinery that rises is alternatively crane or other machineries
With mode, die assembly is sling upwards.
In sum, the various embodiments described above and schema are only the preferred embodiments of the present invention, when can not with restrictions it is of the invention
The scope of enforcement, i.e., the impartial change made according to scope of the present invention patent generally and modification, should all belong to patent of the present invention and cover
In the range of.
Claims (10)
1. a kind of hanging device of concave character type floor shaped device, it is characterised in that include：
One concave character type floor shaped device, the concave character type floor shaped device have a supporting body, and the supporting body top is across setting
Plural gripper shoe, the respectively gripper shoe affixed plural suspension rod downward；
Plural room mould, respectively the room mould is adjacent forms longitudinal runner that plural number is mutually communicated, and the respectively room to each other
Between die top hang with each suspension rod of the respectively gripper shoe and set affixed.
2. a kind of hanging device of concave character type floor shaped device as claimed in claim 1, it is characterised in that the wherein each room
Between die top be provided with a fixture, the respectively room mould is hung with each suspension rod of the respectively gripper shoe by the fixture and set affixed.
3. a kind of hanging device of concave character type floor shaped device as claimed in claim 1, it is characterised in that wherein respectively this is solid
Determine the operable height to adjust corresponding room mould of part, make the respectively room mould be maintained at same level height.
4. a kind of hanging device of concave character type floor shaped device as claimed in claim 1, it is characterised in that wherein respectively this
The longitudinally wide ultimate range of fagging middle position is simultaneously gradually gradually inclined toward both sides, makes the longitudinally wide of the gripper shoe middle position
More than the longitudinally wide distance of both sides.
5. a kind of hanging device of concave character type floor shaped device as claimed in claim 1, it is characterised in that the wherein each room
Between mould be single die body, the side and bottom surface of the die body are cutd open and set plural groove, and respectively the groove is mutually linked with a contracting membrane module.
6. a kind of hanging device of concave character type floor shaped device as claimed in claim 1, wherein respectively the room mould is plural number
The die body of individual independent individual, and this respectively the die body is adjacent forms the plural groove to each other, and respectively the groove with a contracting membrane module
It is mutually linked.
7. a kind of hanging device of the concave character type floor shaped device as described in claim 5 or 6, it is characterised in that the wherein contracting
Membrane module is separately positioned on the clamp holder on the respectively die body by one, and a forcing piece for wearing the clamp holder is constituted.
8. a kind of hanging device of concave character type floor shaped device as claimed in claim 1, it is characterised in that the wherein carrying
Body has a working space.
9. a kind of hanging device of concave character type floor shaped device as claimed in claim 1, it is characterised in that wherein respectively this
Fagging is located at the supporting body top in a longitudinal fashion.
10. a kind of hanging device of concave character type floor shaped device as claimed in claim 1, it is characterised in that wherein respectively this
Fagging is located at the supporting body top with landscape mode.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510638322.3A CN106555479B (en) | 2015-09-30 | 2015-09-30 | Hoisting equipment of concave floor forming device |
| KR1020187008447A KR20180048780A (en) | 2015-09-30 | 2016-09-28 | Hoisting device for a concave floor forming device |
| PCT/CN2016/100537 WO2017054724A1 (en) | 2015-09-30 | 2016-09-28 | Hoisting device for concave floor forming apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510638322.3A CN106555479B (en) | 2015-09-30 | 2015-09-30 | Hoisting equipment of concave floor forming device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106555479A true CN106555479A (en) | 2017-04-05 |
| CN106555479B CN106555479B (en) | 2019-12-24 |
Family
ID=58417313
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510638322.3A Expired - Fee Related CN106555479B (en) | 2015-09-30 | 2015-09-30 | Hoisting equipment of concave floor forming device |
Country Status (3)
| Country | Link |
|---|---|
| KR (1) | KR20180048780A (en) |
| CN (1) | CN106555479B (en) |
| WO (1) | WO2017054724A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109095360A (en) * | 2018-08-09 | 2018-12-28 | 湖南麓上住宅工业科技有限公司 | A kind of Split mounting type building hanging device and installation method |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258349B (en) * | 2019-07-17 | 2023-11-21 | 中交第四公路工程局有限公司 | Synchronous adjustment type precast beam supporting device and supporting method |
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| US3728838A (en) * | 1971-09-01 | 1973-04-24 | R Stout | Method for making cast-in-place concrete structures |
| CN1423020A (en) * | 2001-12-06 | 2003-06-11 | 于君 | Multiple-story building construction method and its special lifting equipment |
| CN1521380A (en) * | 2003-01-29 | 2004-08-18 | 李渊河 | Method and apparatus for constructing inner wall moulding board |
| CN102505845A (en) * | 2011-11-17 | 2012-06-20 | 柳雪春 | Quick construction method for high-rise buildings |
| CN205153561U (en) * | 2015-09-30 | 2016-04-13 | 李宜君 | Concave shape floor forming device's lifting device |
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| JP3923185B2 (en) * | 1998-07-17 | 2007-05-30 | 高砂熱学工業株式会社 | Single-point suspension method and equipment for lifting |
| CN103243908B (en) * | 2013-05-21 | 2015-08-05 | 罗灿雄 | Slab form system and building construction build method |
| CN103898977B (en) * | 2014-03-18 | 2016-02-24 | 万华集成房屋（烟台）有限公司 | A kind of modular integrated house |
| CN104295106A (en) * | 2014-10-29 | 2015-01-21 | 防城港中一重工有限公司 | Roof truss secondary member lifting appliance |
-
2015
- 2015-09-30 CN CN201510638322.3A patent/CN106555479B/en not_active Expired - Fee Related
-
2016
- 2016-09-28 WO PCT/CN2016/100537 patent/WO2017054724A1/en active Application Filing
- 2016-09-28 KR KR1020187008447A patent/KR20180048780A/en not_active Application Discontinuation
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3728838A (en) * | 1971-09-01 | 1973-04-24 | R Stout | Method for making cast-in-place concrete structures |
| CN1423020A (en) * | 2001-12-06 | 2003-06-11 | 于君 | Multiple-story building construction method and its special lifting equipment |
| CN1521380A (en) * | 2003-01-29 | 2004-08-18 | 李渊河 | Method and apparatus for constructing inner wall moulding board |
| CN102505845A (en) * | 2011-11-17 | 2012-06-20 | 柳雪春 | Quick construction method for high-rise buildings |
| CN205153561U (en) * | 2015-09-30 | 2016-04-13 | 李宜君 | Concave shape floor forming device's lifting device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109095360A (en) * | 2018-08-09 | 2018-12-28 | 湖南麓上住宅工业科技有限公司 | A kind of Split mounting type building hanging device and installation method |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2017054724A1 (en) | 2017-04-06 |
| KR20180048780A (en) | 2018-05-10 |
| CN106555479B (en) | 2019-12-24 |
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Granted publication date: 20191224 Termination date: 20200930 |