CN106555475B - Concave character type architecture construction method - Google Patents
Concave character type architecture construction method Download PDFInfo
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- CN106555475B CN106555475B CN201510638113.9A CN201510638113A CN106555475B CN 106555475 B CN106555475 B CN 106555475B CN 201510638113 A CN201510638113 A CN 201510638113A CN 106555475 B CN106555475 B CN 106555475B
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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
Abstract
The present invention is a kind of concave character type architecture construction method, and its step are as follows: ground is established on building lot；A die assembly is installed on the ground, wherein there is die assembly room mold and exterior wall mold to make to form the longitudinal runner being mutually communicated in die assembly；Cementing operations are carried out, the metope of the first floor is formed；Contracting mould operation is carried out to the room mold of die assembly；Utilize the mechanical position that die assembly is risen to the second floor that rises；Slab form is established below room mold, the lower section of room mold is made to form the transverse flow channels of one with longitudinal runner perforation；Cementing operations are carried out, so that the metope of the second floor and floor layer are once-forming；The operation of contracting mould is carried out repeatedly, rises die assembly, establish slab form and cementing operations, until all floors, which are built, to be finished.
Description
Technical field
The present invention is related with construction techniques, especially related with a kind of concave character type architecture construction method.
Background technique
Currently, building trade construction is generally using all kinds of scaffolds are manually built, artificial auxiliary assembly and disassembly fill building model, manually
Reinforcing bar in site welding wall and column, manual handling template, often quality not can guarantee, large labor intensity, duration be slow, at
This height and existing security risk is more.
Therefore, the society gradually increased in current human cost applies to solve the above problems, can provide one kind and can be improved
Work security reliability is greatly improved speed of application, guarantees construction quality, while can also reduce the skyscraper of construction cost
The technology of the method for Quick mechanicalization construction is particularly important.
The document of Chinese Patent Application No. 201110365607.6 is please referred to, is applied for a kind of skyscraper Quick mechanical
The method of work, including lifting integral lifting apparatus；Pylon unit in bulk is subjected to overall package, while pneumatic casting being opened
Closing unit is fixedly installed in the lower section of unitary mould pylon；Start all four screw rod lifting devices, jacks up unitary mould and hang
Hanger；Lift wall, the beam steel cage of a floor；Unitary mould pylon is fallen after rise, pneumatic pouring die opening and closing device water is driven
Flat molding；It is poured concrete, is opened after concrete setting；Unitary mould pylon is lifted up；Lifting floor, sunlight change
Close partial precast plate, precast stair and the prefabricated window that floats；Laying coincides the cast-in-place part steel mesh of floor and the cast-in-place floor flooring that coincides
Top concrete；It repeats the above steps, completes the construction of all floors.
Chinese Patent Application No. 201310474132.3 and the document of CN201320628039.9 are please referred to, is a kind of sky
The building Zhong Zao machine is suitable for high-rise building with Super high-rise dwelling house comprising principal space hoistable platform, exterior wall finishing hoistable platform,
Tower crane and control device, wherein principal space hoistable platform is equipped with body die, appts. for transferring ready-mixed concrete, concrete distributing
Machine and spray equipment.When being built, concrete bar is first arranged, then declines principal space hoistable platform, with
Splice that body die and concrete bar together, then makes appts. for transferring ready-mixed concrete to body die delivering concrete, to
Concrete setting is at wall after 24 hours.
The document of Chinese Patent Application No. 201320628378 is please referred to, is a kind of wall molding die, being suspended in can
On the lifting device of oscilaltion, wall molding die includes that several are interconnected and fixed and can rise opening with lifting device
And declining that the interior wall that closes up is rectangular to pour wall mould bases and exterior wall pours wall mould bases, several exterior walls pour wall mould bases and are surrounded on several interior walls
It is rectangular pour wall mould bases and with several interior walls it is rectangular pour wall mould bases in splicing setting, and several exterior walls pour wall mould bases with
The rectangular area for pouring the covering of wall mould bases of several interior walls is greater than or equal to the area for the house built.When needing to form wall
When, it, later, can previous wall molding as long as control lifting device drops to wall molding die in the plane to be built
Die casting concrete；After complete, as long as control lifting device rises wall molding die, at this point, wall molding die is interior
Wall is rectangular to pour wall mould bases and exterior wall pours wall mould bases and can open the wall for being detached from forming.
Pass through above-mentioned known case, it is possible to find it is all desirable to promote the efficiency for building plural floor using body die,
But all there is serious loss in actually known case, because the body die all must be increased first when building each floor
At least certain height carries out spray equipment and sprays wall, prefabricated board and cloth concrete are then arranged on wall top surface, it
It sprays wall top surface again afterwards, the body die is then dropped into production floor again；In other words, although cooperating coagulation using mold
Native shoot mode can be improved the speed of construction really, but known construction engineering method and can not one-pass molding floor metope and interlayer
Metope, therefore when building each floor, after the body die forming floor metope, must still it wait for a period of time
Interlayer metope, which can be built, makes it completely form a floor, the floor in other words built the more, when being wasted in etc. to be onstructed
Between relative increase, therefore known construction method still needs to be improved in terms of construction efficiency place.
Summary of the invention
The present invention provides a kind of concave character type architecture construction method, and main purpose is to form to fill by a concave character type floor
Set the building for cooperating plural stand column device to be built up in a manner of quick, convenient from a ground with plural floor.
For up to aforementioned mesh, the present invention is a kind of concave character type architecture construction method, and its step are as follows: building on building lot
On the spot base；A die assembly is installed on the ground, wherein die assembly has room mold and exterior wall mold, room mold
Bottom side contacts ground, makes to form the longitudinal runner being mutually communicated in die assembly；Cementing operations are carried out, make to be full of in longitudinal runner
Self-compacting concrete, to form the metope of the first floor；Contracting mould operation is carried out to the room mold of die assembly, makes room mold
It is separated with self-compacting concrete；Utilize the mechanical position that die assembly is risen to the second floor that rises；Below room mold
Slab form is established, the lower section of room mold is made to form the transverse flow channels of one with longitudinal runner perforation；Cementing operations are carried out, make to indulge
It is full of self-compacting concrete to runner and transverse flow channels, so that the metope of the second floor and floor layer are once-forming.
The operation of contracting mould is carried out repeatedly, rises die assembly, establish slab form and cementing operations, until all floors
Until construction finishes.The house built by this case can reach one day without using modular steel reinforcement cage and build up one layer
Rapid construction program, more reach save cost, it is firm the advantages that.
Detailed description of the invention
In order to illustrate more clearly of technical solution of the present invention, the required attached drawing of the present invention is made below simple
It introduces, it should be apparent that, drawings in the following description are only some embodiments of the invention, for ordinary skill people
For member, without creative efforts, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the perspective view of concave character type floor molding machine of the present invention.
Fig. 2 is the three-dimensional cutaway view of concave character type floor molding machine of the present invention.
Fig. 3 is the perspective view of the fixing piece of room mold of the present invention.
Fig. 4 is the perspective view of the contracting membrane module of room mold of the present invention.
Fig. 5 is the three-dimensional cutaway view of exterior wall mold of the present invention.
Fig. 6 is perspective view of the present invention into tower regulating device.
Fig. 7 is the perspective view of single die body formula of the invention room mold.
Fig. 8 is the perspective view of multimode body formula room of the present invention mold.
Fig. 9 is the perspective view of stand column device of the present invention.
Figure 10 is perspective view of the invention, and the situation of the first floor is built in display.
Figure 11 is the cross-sectional view of room mold of the present invention, the situation that display is sealed using silica gel sheath.
Figure 12 is the cross-sectional view of exterior wall mold of the present invention, and the situation before mould is moved back in display.
Figure 13 is cross-sectional view of the invention, shows the first floor after the completion of cementing operations.
Figure 14 is another cross-sectional view of the invention, shows the first floor after the completion of cementing operations.
Figure 15 is the cross-sectional view of the first room mold of the invention, the situation before showing the operation of contracting mould.
Figure 16 is the cross-sectional view of the first room mold of the invention, shows the post-job situation of contracting mould.
Figure 17 is the cross-sectional view of second of room mold of the invention, the situation before showing the operation of contracting mould.
Figure 18 is the cross-sectional view of second of room mold of the invention, shows the post-job situation of contracting mould.
Figure 19 is the cross-sectional view of exterior wall mold of the present invention, and the situation after mould is moved back in display.
Figure 20 is cross-sectional view of the invention, and display concave character type floor molding machine rises to the situation of the second floor.
Figure 21 is perspective view of the invention, and the situation of the second floor is built in display.
Figure 22 is perspective view of the invention, and the situation of the second floor is built in display.
Figure 23 is cross-sectional view of the invention, shows the second floor after the completion of cementing operations.
Figure 24 is cross-sectional view of the invention, and display concave character type floor molding machine rises to the situation of third floor.
Figure 25 is perspective view of the invention, and the situation of third floor is built in display.
It is as follows to the symbolic interpretation in Detailed description of the invention:
The straight metope steel reinforcement cage 100 of concave character type floor molding machine 10
11 working space 110 of supporting body
111 gap 1110 of support plate
1111 longitudinal width W, W1 of sunpender
20 horizontal type steel reinforcement cage 200 of stand column device
201 pedestal 21 of slab form
210 outer framework 22 of articulated section
It is installed with 220 oil hydraulic cylinder 23 of space
230 room mold 30 of shore
Longitudinal 31 fixing piece 32 of runner
33 die body 34 of groove
35 clamp holder 350 of contracting membrane module
351 exterior wall mold 40 of forcing piece
41 transmission power source 42 of fixing piece
43 rotation axis 44 of driving member
45 pulley 46 of movable block
External wallboard block 47 is into tower regulating device 50,50 '
The lateral pipe fitting 52 of longitudinal members 51
Support 520 colloidal silica 60 of slot
61 silica gel sheath 62 of silica gel strip
Transverse flow channels 70,70 ' first floor F1
Second floor F2 third floor F3
Room pattern G1, G2 ground T
Self-compacting concrete S
Specific embodiment
To enable your auditor to have a better understanding and awareness the purpose of the present invention, feature and effect, below
Figure of description please be cooperate to be described in detail as after.
It please join shown in Fig. 1-Figure 25, the embodiment of the present invention is a kind of concave character type architecture construction method, passes through a character cut in bas-relief
Type floor molding machine 10, which cooperates plural stand column device 20 to build up in a manner of quick, convenient from a ground T, has plural number
The building of floor, wherein the concave character type floor molding machine 10 include:
One supporting body 11 with a working space 110, the supporting body 11 are generally in rectangular design, and 11 top of supporting body
Across plural support plate 111 (can according to actual demand in a manner of vertical or horizontal across setting) be set, respectively the support plate 111 it is adjacent between have
Appropriate gap 1110 and downward affixed plural sunpender 1111, and respectively the longitudinal width W of 111 central location of support plate is maximum
Distance is simultaneously gradually gradually tilted toward two sides, and the longitudinal width W of 111 central location of support plate is enabled to be greater than the longitudinal width of two sides
W1。
The plural number stand column device 20 (as shown in Figure 9), respectively the stand column device 20 includes a pedestal with an articulated section 210
21, one has one to be installed with space 220 and longitudinal be fixedly arranged on the outer framework 22 of the pedestal 21 and one be articulated in the articulated section 210
And the oil hydraulic cylinder 23 with the pendulum effect of angle pivot, the oil hydraulic cylinder 23 have a telescopic shore 230, wherein this is installed with space
220 systems can accommodate one into tower regulating device 50 (as shown in Figure 6), and four of 11 bottom of supporting body should be fixed in into tower regulating device 50
Corner, should respectively be made of into tower regulating device 50 plural longitudinal members 51 that a longitudinal length is rectangular-shaped, and respectively the longitudinal members 51 are appropriate
The lateral pipe fitting 52 of position link at least one, and the wantonly two lateral pipe fitting 52 has one to support slot 520.
Plural room mold 30, respectively the room mold 30 is adjacent forms the plural longitudinal runner 31 being mutually communicated to each other,
And respectively each sunpender 1111 of the plural fixing piece 32 (as shown in Figure 3) of setting and the respectively support plate 111 is hung at the top of the room mold 30
If affixed, respectively the fixing piece 32 can be operable to adjust the height of the respectively room mold 30, be located at the grade rooms mold 30 same
One level height.And longitudinal width W1 in two sides is greater than by the central location longitudinal width W of the respectively support plate 111, works as it
Respectively the support plate 111 must have maximum stress when hanging and setting plural room mold 30, avoid respectively the support plate 111 because of the plural number room
Between mold 30 weight, lead to the phenomenon that occurring deforming or being broken；And when being laid with showerproof cloth on it, rainwater can be arranged in two sides
Out.
Except this, the respectively support portion 111 and respectively hanging the relationship of setting and can select according to actual conditions with multiple between the room mold 30
Number support plate 111 or single support plate 111 are hung using plural sunpender 1111 and set an at least room mold 30；In other words each support
The relationship of setting of hanging between portion 111 and respectively the room mold 30 is not limited to embodiment of the present invention, but can be according to each
The practical pattern of the room mold 30, and respectively the room mold 30 equipping position to each other and corresponding hang is set and sets pass
System；
Furthermore respectively the room mold 30 can be two kinds of state sample implementations, the room of one of state sample implementation in this implementation
Mold 30 be single die body 34, the side and bottom surface of the die body 34, which are cutd open, sets plural groove 33, and respectively the groove 33 with a contracting mould group
Part 35 is mutually linked (as shown in Fig. 4, Fig. 7), and the room mold 30 of another implementation is then for four independent individuals
Die body 34, and this respectively the die body 34 is adjacent forms the plural number groove 33 to each other, and respectively the groove 33 with the contracting membrane module 35
It is mutually linked (as shown in Fig. 4, Fig. 8), wherein 35 system of contracting membrane module is separately positioned on the clamp holder on the respectively die body 34 by one
350 and one wear the clamp holder 350 forcing piece 351 constituted；
In one embodiment, an at least colloidal silica 60 is provided, the groove 33 of the room mold 30, sealing operation are sealed up
Two kinds of embodiments can be divided into, the colloidal silica 60 of one of embodiment is various sizes of silica gel strip 61 and its area is greater than respectively
The groove 33 (as shown in Figure 6, Figure 7) of the room mold 30 passes through the respectively silicon when the respectively silica gel strip 61 embedment respectively groove 33
Adhesive tape 61 has the effect of that splendid elasticity tension is filled up completely it in reaching in the groove 33 and is fully sealed；
The colloidal silica 60 of another embodiment is an integrally formed silica gel sheath 62 with open space (such as Figure 11 institute
Show), which is coated on the vertical outer circumferential surface of the respectively room mold 30, takes such embodiment equally and can reach to enable and hangs down
Groove 33 in straight outside circumference achievees the effect that be fully sealed, and the groove 33 of bottom side is then close using silica gel strip 61 above-mentioned
Envelope.Whether all there is splendid flexible tension using the silica gel strip 61 or silica gel sheath 62 its material, therefore is being sealed operation
When can not only be filled in really in the groove 33, can more be covered on the outer surface of the respectively room mold 30 completely, and by should
It is that can prevent many sundries from entering the ditch that colloidal silica 60, which is sealed the main function of operation to the groove 33 of the room mold 30,
In slot 33.
Plural exterior wall mold 40 (as shown in Figure 5), respectively the exterior wall mold 40 corresponds to four side bottoms of the supporting body 11
Setting comprising one be fixed in 11 bottom of supporting body fixing piece 41 (for the design of I font), one be set to the fixing piece 41
Driving member 43 (design for belt) that transmission power source 42 (designing for motor), one interlock with the transmission power source 42, one and the driving member 43
The rotation axis 44 (for screw design) of gearing, a movable block 45, one being spirally connected with the rotation axis 44 and the movable block 45 connection are simultaneously
Contacted with 41 side of fixing piece and can in 41 side of fixing piece carry out forward-reverse pulley 46 and one with the movable block
The affixed external wallboard block 47 in 45 bottoms is formed.
Accordingly, the concave character type building template group construction method of the present embodiment, construction procedure are as follows:
Step a carries out straight 100 construction operation of metope steel reinforcement cage of plural number of the first floor F1；Construction personnel is first at this
The straight metope steel reinforcement cage 100 of plural number of fixed first floor F1 on ground T, and the respectively construction position of the straight metope steel reinforcement cage 100
Set the respectively longitudinal direction runner 31 for corresponding to the respectively room mold 30.
Step b sets up the concave character type floor molding machine 10 in ground T (as shown in Figure 10)；By plural stand column device
20 are set up in the appropriate location (the present embodiment, which enumerates, is set to four corner locations) of ground T in advance, the concave character type floor at
10 bottom of type device should respectively be located in being installed in space 220 of the stand column device 20 into tower regulating device 50, and enable the oil hydraulic cylinder
23 shore 230 stays on this with tilt angle slightly and appoints the supporting in slot 520 (such as Fig. 9 institute of two sides into tower regulating device 50
Show).
Step c provides plural number and is set to the exterior wall mold 40 of 10 bottom of concave character type floor molding machine and is coated on each
30 4 sides (as shown in figure 12) of the room mold；The transmission power source 42 for starting the exterior wall mold 40 enables the driving member 43, this turn
Moving axis 44 and the synchronous actuation of the movable block 45, and because 46 system of pulley for being connected to the movable block 45 is contacted with the side of the fixing piece 41
Face, and the fixing piece 41 is fixed in the bottom end of the supporting body 11, therefore when 42 actuation of transmission power source, which remains stationary
The external wallboard block 47 for only enabling the movable block 45 and being fixed in 45 bottom end of movable block is moved toward the metope direction of the respectively room mold 30
Dynamic, after the movable block 45 is completed to position, the external wallboard block 47 is adjacent with the respectively metope of the room mold 30 to be formed again to each other
Number longitudinal direction runner 31 (as shown in figure 12).
Step d carries out cementing operations to longitudinal runner 31 that respectively the room mold 30 is mutually communicated, and (as shown in figure 13) mentions
It is adjacent to each other and in longitudinal runner 31 for being mutually communicated that the respectively room mold 30 is poured into for a self-compacting concrete S, and should be from
Air-free concrete S is that semi liquid state shape can circulate in each longitudinal runner 31 being mutually communicated, and in cementing operations because of each room
Between the groove 33 of mold 30 carry out close Bao Zuoye using the silica gel strip 61 or silica gel sheath 62, therefore self-compacting concrete S will not
There are the misgivings flowed into the groove 33.Carry out cementing operations when, when pour into self-compacting concrete S to highly about 1/10th to
When 1/8th, temporarily cease operation for a period of time, wait self-compacting concrete S stablize after, renew row operation, until fill for
Only, float to avoid the respectively room mold 30 because of self-compacting concrete S.
Step e carries out straight 100 construction operation of metope steel reinforcement cage of plural number of a floor (the second floor F2)；Constructor
Member stand on the respectively room mold 30 the fixed upper floor in top the straight metope steel reinforcement cage 100 of the plural number and with the first floor
The straight metope steel reinforcement cage 100 of plural number of F1 is connected, and the straight metope steel reinforcement cage 100 of the plural number is corresponding to the respectively room mold 30
Plural longitudinal direction runner 31, wherein being worth one, construction personnel is constructed in the working space 110 of the supporting body 11,
Therefore the windage in high altitude operation can be slackened by the supporting body 11 of clad type, promotes operating efficiency.
Step f carries out contracting mould operation；Compeling for each contracting membrane module 35 can be controlled by the way of manually or electrically shaking control
Tight part 351 enables the respectively die body 34 generation move slightly, adds the respectively room toward intermediate direction packing (as shown in Figure 15-Figure 18)
Between the outer surface of mold 30 be by the slurry S in the silica gel strip 61 or silica gel sheath 62 (as shown in figure 11) and the longitudinal direction runner 31
Isolation, and using the silica gel strip 61 or silica gel sheath 62 only to respectively the room mold 30 has adhesive force made of rigidity material, and it is right
The tractionless physical characteristic of self-compacting concrete S, therefore ought respectively the die body 34 be generated by the forcing piece 351 of the contracting membrane module 35
When moving slightly, respectively the room mold 30 can be separated with the self-compacting concrete S in the longitudinal direction runner 31 easily；It connects
(as shown in figure 19), the transmission power source 42 for starting the exterior wall mold 40 drive the driving member 43, the rotation axis 44 and the movable block 45
Synchronous actuation, enables the external wallboard block 47 recess the metope of the respectively room mold 30, completes the operation of contracting mould accordingly.
Step g carries out rising mould operation: rising the height of the supreme floor of concave character type floor molding machine 10, and complete
The construction operation of first floor F1 makes the first floor F1 become completion floor；(as shown in Figure 20, Figure 21) its utilize the oil hydraulic cylinder
23 shore 230 stay on respectively should supporting in slot 520 into tower regulating device 50, and enable the shore 230 upwardly extend by
This shores the height of a supreme floor into tower regulating device 50, the room lattice of molding completion floor (the first floor F1) on ground T
Office G1, and because the oil hydraulic cylinder 23 has effects that angle pivot pendulum, therefore the process upwardly extended in the shore 230, the oil pressure
Cylinder 23 also can its corresponding angle of synchronous adjustment come because should shore 230 upwardly extend when angle change, and by the respectively branch
The top room pattern G1 that each sunpender 1111 of fagging 111 hangs respectively 30 bottom of the room mold and completion floor set has
One transverse flow channels 70；And when the concave character type floor molding machine 10 ramps up the height of a supreme floor, the stand column device 20
Be installed in space 220 and be then placed in another into tower regulating device 50 ', and should filling into tower section into 50 ' system of tower regulating device and top
Set 50 mutual interlockings.
Step h, the plural horizontal type steel reinforcement cage of production completion floor (the first floor F1) and a upper floor (the second floor F2)
200 (as shown in figure 22) and slab form 201；It utilizes the transverse direction at the top of respectively 30 bottom of room mold and the completion floor
The fixed plural horizontal type steel reinforcement cage 200 of runner 70, and respectively the horizontal type steel reinforcement cage 200 is interconnected with respectively straight 100 phase of metope steel reinforcement cage
Knot；Build the slab form 201 for being located at 200 lower section of horizontal type steel reinforcement cage.
Step i, height are a upper floor (the second floor F2), provide plural number and are set to the concave character type floor molding machine
The exterior wall mold 40 of 10 bottoms is simultaneously coated on respectively 30 4 sides (as shown in figure 22) of the room mold；Its exterior wall mold 40 packet
It is identical as step c to cover the respectively mode of the room mold 30, the applicant please be hold and repeated no more.
Step j, height is a upper floor (the second floor F2), to longitudinal runner that respectively the room mold 30 is mutually communicated
31 carry out cementing operations (as shown in figure 23)；It is mutual not only to pour into the respectively room mold 30 by the self-compacting concrete S when grouting
Longitudinal runner 31 of perforation is interior and coats the straight metope steel reinforcement cage 100 of plural number of a upper floor (the second floor F2), while also can
It flow to the completion floor and transverse flow channels 70 on this between floor (the second floor F2) and coats the plural number horizontal type steel reinforcement cage
200；
Step k repeats step e to step j, until the completion of all floors, Figure 23-25 display the second floor of production
Operational procedure.
In the present embodiment, rise the height of a 10 supreme floor (third floor F3) of concave character type floor molding machine simultaneously
The construction operation for completing the second floor F2 is to stay on respectively to be somebody's turn to do into tower regulating device using the shore 230 of the oil hydraulic cylinder 23
50 ', and enabling the shore 230 upwardly extend while shoring two should be into a supreme floor (the third floor of tower regulating device 50 and 50 '
F3 height), and because the oil hydraulic cylinder 23 has effects that angle pivot pendulum, therefore the process upwardly extended in the shore 230 is somebody's turn to do
Oil hydraulic cylinder 23 also can its angle of synchronous adjustment with because should shore 230 upwardly extend when angle change；
When the concave character type floor molding machine 10 ramps up the height of a supreme floor (third floor F3), column dress
Set 20 be installed in space 220 be then placed in again another should into tower regulating device 50 ', and on ground T i.e. molding the second floor F2
Room pattern G2, and hung by each sunpender 1111 of the respectively support plate 111 respectively 30 bottom system of room mold for setting with should
The top of second floor F2 has a transverse flow channels 70 '；
Accordingly, the concave character type building template group construction method of the present embodiment, passes through the concave character type floor molding machine 10
And plural stand column device 20 cooperates above-mentioned construction procedure that can build up in a manner of quick, convenient from ground T with multiple
The building of number floor.
Furthermore important technical of the invention is further illustrated, because self-compacting concrete S is circulated in grouting
In the longitudinal runner 31 and transverse flow channels 70 being mutually communicated, and the straight wall of plural number of a upper floor (the second floor F2) is coated simultaneously
The plural horizontal type steel reinforcement cage in transverse flow channels 70 between face steel reinforcement cage 100 and completion floor and a upper floor (the second floor F2)
200, therefore when the concave character type floor molding machine 10 completion stripping operation rises to a upper floor (third floor F3) again, it should
Straight metope of synchronous forming of room pattern G2 of second floor F2 and horizontal type metope (the corresponding lower section building of horizontal type metope herein
It is defined as ceiling for layer, and is then defined as floor for floor above corresponding to)；In other words, which forms
The construction method that device 10 cooperates plural number up to shore into tower regulating device 50 by the stand column device 20, the room lattice of each floor
Office (G1, G2 ...) is to form straight metope and horizontal type metope simultaneously.
Although in addition, the concave character type floor molding machine 10 of this case have quite big weight, its weight be by
The grade is born into tower regulating device 50,50 ', is not had any weight and is fallen on building, and the weight that building is born is only
Building slab, therefore will not have any impact to building.The house built by this case engineering method, without using module
The steel reinforcement cage of change can reach and build up within one day one layer of rapid construction program, more reach save cost, it is firm the advantages that.
Generally speaking, this case is that ground T is first established on building lot, and it is total that a mold then is arranged on ground T
At wherein the die assembly is by 30 concave character type floor molding machine 10 above-mentioned, exterior wall mold 40 and room mold structures
At room mold 30 contacts ground T at this time, and making die assembly only has longitudinal runner 31, then carries out cementing operations, makes longitudinal direction
Self-compacting concrete S is full of in runner 31, to establish the metope (panel wall including room) of the first floor F1, then to room
Mold 30 carries out contracting mould operation, separates room mold 30 with self-compacting concrete S, then rises using one mechanical (i.e. aforementioned
Stand column device 20), carry out rising mould operation, which is raised above to the position for setting the second floor F2, at this time room mould
Transverse flow channels 70 can be formed below 30 ground by having is mutually communicated with longitudinal direction runner 31, then after carrying out cementing operations, makes transverse flow channels
70 be full of self-compacting concrete S in longitudinal runner 31, can be primary by metope (panel wall including room) and floor layer
Forming then carries out contracting mould operation to room mold 30, and recycling rises mechanical (i.e. aforementioned stand column device 20), carries out rising mould
The die assembly is ramped up the position of third floor F3, then carries out cementing operations by operation, and metope and floor layer is primary
Forming.Operation repeatedly is built up building using the extremely short time.Detailed construction process is to be described in detail as before, please hold not again
It repeats.
Herein it is noted that in addition to disclosed stand column device 20, this rise it is mechanical can also for crane or its
His mechanical and mode, die assembly is sling upwards.
In conclusion the various embodiments described above and schema are merely a preferred embodiment of the present invention, when cannot with restriction
The range that the present invention is implemented, i.e., big equivalent changes and modifications made according to the patent scope of the present invention should all belong to the present invention
In the range of patent covers.
Claims (8)
1. a kind of concave character type architecture construction method, which is characterized in that its step are as follows:
Ground is established on building lot；
A die assembly is installed on the ground, wherein die assembly has room mold and exterior wall mold, the bottom of room mold
Side contacts ground makes to form the longitudinal runner being mutually communicated in die assembly；
Cementing operations are carried out, are made full of self-compacting concrete in longitudinal runner, to form the metope of the first floor；
Contracting mould operation is carried out to the room mold of die assembly, separates room mold with self-compacting concrete；
Utilize the mechanical position that die assembly is risen to the second floor that rises；
Slab form is established below room mold, the lower section of room mold is made to form the transverse flow of one with longitudinal runner perforation
Road；
Carry out cementing operations, make longitudinal runner and transverse flow channels full of self-compacting concrete so that the metope of the second floor with
Floor layer is once-forming；
The operation of contracting mould is carried out repeatedly, rises die assembly, establish slab form and cementing operations, until all floors are built
If until finishing.
2. concave character type architecture construction method as described in claim 1, which is characterized in that the room mold is several independences
The die body of body, the die assembly further include a concave character type floor molding machine, the supporting body with a working space, and this holds
Carrier top across plural support plate is set, respectively the support plate it is adjacent between there is appropriate gap and downward affixed plural sunpender, it is logical
Cross the plural number sunpender and hang and set the affixed plural number room mold, and respectively the longitudinal width of the support plate central location be maximum distance simultaneously
It is gradually gradually tilted toward two sides, the longitudinal width of the support plate central location is enabled to be greater than the longitudinal width of two sides.
3. concave character type architecture construction method as described in claim 1, which is characterized in that it includes plural number that wherein this, which rises mechanical,
Stand column device, respectively the stand column device includes a pedestal with an articulated section, one has one to be installed with space and longitudinal be fixedly arranged on this
The outer framework of pedestal and one it is articulated in the articulated section and the oil hydraulic cylinder with the pendulum effect of angle pivot, the oil hydraulic cylinder is with one can
Flexible shore.
4. concave character type architecture construction method as described in claim 1, which is characterized in that wherein the room mold is several only
The die body of individual is found, and the respectively adjacent plural groove of formation to each other of the die body, respectively the groove moves back mold shrinkage modular member with one and mutually holds in the mouth
It connects and a various sizes of silica gel strip and its area is greater than the groove of the respectively room mold, when respectively silica gel strip embedment respectively should
When groove, by the respectively silica gel strip there is splendid elasticity tension be filled up completely it in reaching the effect being fully sealed in the groove
Fruit.
5. concave character type architecture construction method as described in claim 1, which is characterized in that wherein the room mold is several only
The die body of individual is found, and the respectively adjacent plural groove of formation to each other of the die body, respectively the groove is mutually linked with a contracting modular member, with
And an integrally formed silica gel sheath with open space and various sizes of silica gel strip, the silica gel sheath are coated on the respectively room mould
The vertical outer circumferential surface of tool, the silica gel strip system are embedded to the groove of bottom side, groove are enabled to achieve the effect that be fully sealed.
6. concave character type architecture construction method as described in claim 4 or 5, which is characterized in that wherein the contracting modular member is by one
The forcing piece that the clamp holder and one being separately positioned on the respectively room mold wear the clamp holder is constituted, and is compeled by this
Tight part and the mutual packing of the clamp holder enable respectively room mold generation move slightly, make the respectively room mold and the longitudinal direction runner
Interior self-compacting concrete separation.
7. concave character type architecture construction method as described in claim 1, which is characterized in that wherein the exterior wall mold includes one solid
Determine part, one be set to the transmission power source of the fixing piece, one with the transmission power source interlock driving member, one with the driving member interlock rotation
Movable block that axis, one are spirally connected with the rotation axis, one link with the movable block and contact and can be fixed in this with the fixing piece side
Part side is advanced to be formed with the pulley and the external wallboard block affixed with the movable block bottom retreated.
8. concave character type architecture construction method as described in claim 1, which is characterized in that the machinery that rises has including one
One is installed with space and longitudinal outer framework for being fixedly arranged on the pedestal, this, which is installed with space system, can accommodate one into tower regulating device, wherein should be into
Tower regulating device is made of that a longitudinal length is rectangular-shaped, and respectively the longitudinal members link two transverse pipes in appropriate location plural longitudinal members
Part, and the two lateral pipe fitting has one to support slot.
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 |
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| Publication Number | Publication Date |
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| CN106555475A CN106555475A (en) | 2017-04-05 |
| CN106555475B true CN106555475B (en) | 2019-03-01 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510638113.9A Expired - Fee Related CN106555475B (en) | 2015-09-30 | 2015-09-30 | Concave character type architecture construction method |
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| Country | Link |
|---|---|
| CN (1) | CN106555475B (en) |
| TW (1) | TWI632273B (en) |
| WO (1) | WO2017054722A1 (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110821150B (en) * | 2018-08-08 | 2022-12-06 | 李宜君 | House slip form forming device and forming method |
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| CN102505845A (en) * | 2011-11-17 | 2012-06-20 | 柳雪春 | Quick construction method for high-rise buildings |
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| CN1309219A (en) * | 2000-02-14 | 2001-08-22 | 赖念宏 | Construction method for assembling shutterings of multi-storey building at same time and pouring cement grout once |
| CN1354313A (en) * | 2000-11-20 | 2002-06-19 | 梁国基 | Climbing form for quickly building construction and its correspondent method |
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| WO2009055691A2 (en) * | 2007-10-24 | 2009-04-30 | Western Forms, Inc. | Multiple dimension beam, deck and column system |
| US20100058687A1 (en) * | 2008-09-05 | 2010-03-11 | Normand Bernard M | Method of constructing a multi-storey building using prefabricated modular panels |
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| CN205088968U (en) * | 2015-09-30 | 2016-03-16 | 李宜君 | Concave shape floor forming device's lift stand device |
| CN106555472B (en) * | 2015-09-30 | 2018-11-20 | 李宜君 | The glue of concave character type floor molding machine covers formula pantograph structure |
| CN205153561U (en) * | 2015-09-30 | 2016-04-13 | 李宜君 | Concave shape floor forming device's lifting device |
-
2015
- 2015-09-30 CN CN201510638113.9A patent/CN106555475B/en not_active Expired - Fee Related
-
2016
- 2016-09-28 WO PCT/CN2016/100534 patent/WO2017054722A1/en active Application Filing
- 2016-09-30 TW TW105131512A patent/TWI632273B/en not_active IP Right Cessation
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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 |
| CN202755640U (en) * | 2012-07-02 | 2013-02-27 | 吴安德 | Automatically flexible elevator shaft integral inner formwork device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106555475A (en) | 2017-04-05 |
| TWI632273B (en) | 2018-08-11 |
| TW201712197A (en) | 2017-04-01 |
| WO2017054722A1 (en) | 2017-04-06 |
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