CN106555475A - Concave character type architecture construction method - Google Patents
Concave character type architecture construction method Download PDFInfo
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- CN106555475A CN106555475A CN201510638113.9A CN201510638113A CN106555475A CN 106555475 A CN106555475 A CN 106555475A CN 201510638113 A CN201510638113 A CN 201510638113A CN 106555475 A CN106555475 A CN 106555475A
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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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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Abstract
The present invention is a kind of concave character type architecture construction method, and its step is as follows：Ground is set up on building lot；A die assembly is installed on the ground, and there is wherein die assembly room mould to form the longitudinal runner being mutually communicated in die assembly being made with exterior wall mould；Cementing operations are carried out, the metope of the first floor is formed；Contracting mould operation is carried out to the room mould of die assembly；Die assembly is risen to the position of the second floor using the machinery that rises；Slab form is set up below room mould, formed below the one of room mould and the transverse flow channels of longitudinal runner insertion are made；Cementing operations are carried out, so that the metope of the second floor is once-forming with floor layer；Contracting mould operation is so repeated, is risen die assembly, set up slab form and cementing operations, till all floors are built and finished.
Description
Technical field
The present invention is relevant with construction techniques, particularly relevant with a kind of concave character type architecture construction method.
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 concave character type architecture construction method, and its main purpose is coordinated by a concave character type floor shaped device
Plural stand column device is from a ground 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 concave character type architecture construction method, its step is as follows：Set up ground on building lot
Base；A die assembly is installed on the ground, wherein die assembly has room mould and exterior wall mould, the bottom side of room mould
Contact ground, forms the longitudinal runner being mutually communicated in making die assembly；Cementing operations are carried out, is made in longitudinal runner full of from close
Real concrete, to form the metope of the first floor；Contracting mould operation is carried out to the room mould of die assembly, room mould and oneself is made
Air-free concrete is separated；Die assembly is risen to the position of the second floor using the machinery that rises；Building is set up below room mould
Template die plate, makes formed below the one of room mould and the transverse flow channels of longitudinal runner insertion；Cementing operations are carried out, longitudinal runner is made
And transverse flow channels are full of self-compacting concrete, so that the metope of the second floor is once-forming with floor layer.
Contracting mould operation is so repeated, is risen die assembly, set up slab form and cementing operations, until all floors are built
If till finishing.The house built by this case, without using modular steel reinforcement cage, can reach and build up within one day one layer fast
Fast operational procedure, 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 concave character type architecture construction method, and which passes through a concave character type floor
Shaped device 10 coordinates plural stand column device 20 from a ground T so that quickly, easily mode builds up the building with plural floor
Thing, 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, should
Silica gel sheath 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 vertical outer week
Groove 33 on face reaches the effect for fully sealing, and the groove 33 of bottom side is sealed using aforesaid silica gel strip 61.Whether
All there is splendid flexible tension force using the silica gel strip 61 or silica gel sheath 62 its material, therefore not only can be certain when sealing operation is carried out
It is filled in the groove 33, more can be covered on the outer surface of the respectively room mould 30 completely, and pass through 60 pairs of rooms of the colloidal silica
Between mould 30 groove 33 carry out the main function of sealing operation be can prevent many debris enter the groove 33 in.
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) to provide one certainly
It is adjacent to each other and in longitudinal runner 31 for being mutually communicated that air-free concrete S pours into the respectively room mould 30, and the self-compacting concrete
S can be circulated in each longitudinal runner 31 being mutually communicated for semi liquid state shape, and in cementing operations because of the groove of each room mould 30
33 carry 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 in the groove 33
Misgivings.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, renews row operation, till filling, to avoid the respectively room mould
Tool 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 (8)
1. a kind of concave character type architecture construction method, it is characterised in that its step is as follows：
Ground is set up on building lot；
A die assembly is installed on the ground, wherein die assembly has room mould and exterior wall mould, room
The bottom side contact ground of mould, forms the longitudinal runner being mutually communicated in making die assembly；
Cementing operations are carried out, and self-compacting concrete are full of in making longitudinal runner, to form the metope of the first floor；
Contracting mould operation is carried out to the room mould of die assembly, room mould is separated with self-compacting concrete；
Die assembly is risen to the position of the second floor using the machinery that rises；
Slab form is set up below room mould, formed below one and longitudinal runner insertion of room mould is made
Transverse flow channels；
Cementing operations are carried out, and longitudinal runner and transverse flow channels are made full of self-compacting concrete, so that the second floor
Metope it is once-forming with floor layer；
Contracting mould operation is so repeated, is risen die assembly, set up slab form and cementing operations, Zhi Daosuo
Till having floor to build and finish.
2. concave character type architecture construction method as claimed in claim 1, it is characterised in that wherein the die assembly further includes
Concave character type floor shaped device, which has the supporting body of a working space, and the supporting body top across plural gripper shoe is set, and respectively should
There is between gripper shoe is adjacent appropriate space affixed plural suspension rod downward, hung by the plural suspension rod and set the affixed plural room
Mould, and the longitudinally wide of each gripper shoe middle position gradually toward both sides incline for ultimate range and gradually, in making the gripper shoe
Entreat the longitudinally wide longitudinally wide more than both sides of position.
3. concave character type architecture construction method as claimed in claim 1, it is characterised in that wherein the machinery that rises includes plural number
Stand column device include one have an articulated section base, one with one be installed with space and longitudinal direction be fixedly arranged on the base outside framework, with
And one be articulated in the articulated section and with angle pivot pendulum effect oil hydraulic cylinder, the oil hydraulic cylinder have a telescopic shore.
4. concave character type architecture construction method as claimed in claim 1, it is characterised in that wherein the room mould for it is several solely
Individual die body is found, and respectively the die body is adjacent forms the plural groove to each other, respectively the groove moves back mold shrinkage modular member with one and mutually holds in the mouth
Connect, and a various sizes of silica gel strip and its area are more than the groove of the respectively room mould, when each ditch of each silica gel strip embedment
During groove, there is splendid elasticity tension be filled up completely with which by the respectively silica gel strip and the effect for fully sealing is reached in the groove.
5. concave character type architecture construction method as claimed in claim 1, it is characterised in that wherein the room mould for it is several solely
Individual die body is found, and respectively the die body is adjacent forms the plural groove to each other, respectively the groove is mutually linked with a contracting modular member,
And an integrally formed silica gel sheath and various sizes of silica gel strip with open space, the silica gel sheath is coated on the respectively room mould
The vertical outer side face of tool, the silica gel strip system imbed the groove of bottom side, make groove reach the effect for fully sealing.
6. the concave character type architecture construction method as described in claim 4 or 5, it is characterised in that wherein the contracting modular member is by a point
The clamp holder not being arranged on the respectively room mould, and a forcing piece for wearing the clamp holder constituted, which passes through the forcing piece
With the mutual packing of the clamp holder, respectively room mould generation is moved slightly for order, makes oneself in the respectively room mould and longitudinal runner
Air-free concrete is separated.
7. concave character type architecture construction method as claimed in claim 1, it is characterised in that wherein the exterior wall mould includes that is solid
Determine part, one be arranged at the transmission power source of the fixture, a driving member interlocked with the transmission power source, a rotation interlocked with the driving member
Axle, a movable block being spirally connected with the rotary shaft, one with the link and with the fixture contacts side surfaces and can be before the fixture side
Enter and constituted with the pulley and the external wallboard block affixed with the movable block bottom for retreating.
8. concave character type architecture construction method as claimed in claim 1, the wherein plural number enter tower regulating device by plural longitudinal members
Constitute a longitudinal direction length rectangular-shaped, respectively the longitudinal members link at least one horizontal pipe fitting, and wantonly two horizontal pipe fitting tool in appropriate location
Have one to support slotted eye.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510638113.9A CN106555475B (en) | 2015-09-30 | 2015-09-30 | Concave character type architecture construction method |
| PCT/CN2016/100534 WO2017054722A1 (en) | 2015-09-30 | 2016-09-28 | Concave building construction method |
| TW105131512A TWI632273B (en) | 2015-09-30 | 2016-09-30 | Concave shape building construction methods |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510638113.9A CN106555475B (en) | 2015-09-30 | 2015-09-30 | Concave character type architecture construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106555475A true CN106555475A (en) | 2017-04-05 |
| CN106555475B CN106555475B (en) | 2019-03-01 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510638113.9A Expired - Fee Related CN106555475B (en) | 2015-09-30 | 2015-09-30 | Concave character type architecture construction method |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN106555475B (en) |
| TW (1) | TWI632273B (en) |
| WO (1) | WO2017054722A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110821150A (en) * | 2018-08-08 | 2020-02-21 | 李宜君 | House slip form forming device and forming method |
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2015
- 2015-09-30 CN CN201510638113.9A patent/CN106555475B/en not_active Expired - Fee Related
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- 2016-09-30 TW TW105131512A patent/TWI632273B/en not_active IP Right Cessation
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| 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 |
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Also Published As
| Publication number | Publication date |
|---|---|
| WO2017054722A1 (en) | 2017-04-06 |
| TW201712197A (en) | 2017-04-01 |
| CN106555475B (en) | 2019-03-01 |
| TWI632273B (en) | 2018-08-11 |
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Granted publication date: 20190301 Termination date: 20200930 |