CN104164974B - Building casting method and use thereof pour mold system - Google Patents
Building casting method and use thereof pour mold system Download PDFInfo
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- CN104164974B CN104164974B CN201410373188.4A CN201410373188A CN104164974B CN 104164974 B CN104164974 B CN 104164974B CN 201410373188 A CN201410373188 A CN 201410373188A CN 104164974 B CN104164974 B CN 104164974B
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Abstract
The invention discloses a kind of building casting method, this building is preset N shell, is comprised the following steps: step a: pour the 1st layer of vertical beam to n-th layer and main beam, is incremented by successively from the 1st layer and up pours to n-th layer；Step b: pour secondary crossbeam and the floor face of n-th layer；And step c: use and pour mold system and successively decrease successively from n-th layer and down pour secondary crossbeam and the floor face of N 1 layer to the 2nd layer, to complete pouring of building, this pours mold system and includes as floor and the main body of the template of secondary crossbeam, offer time crossbeam mold slots in this main body, when pouring, make this main body successively decrease successively toward dropping to the 2nd layer from N 1 layer.During above-mentioned building casting method, it is not necessary to scaffold and single template, a large amount of manpower and materials can be saved, and can the reduction of erection time, safety coefficient is higher simultaneously.The present invention also provides for a kind of pouring mold system for above-mentioned building casting method.
Description
Technical field
The present invention relates to building field, particularly relate to pouring of a kind of building casting method and use thereof
Mold system.
Background technology
The technological process that building trade building concrete cast at present is used is: first erecting scaffold,
Go out mould with flitch and Template nail again, then carry out concrete cast, the then construction technology of form removal.This
The shortcoming planting technique is: will use a large amount of scaffold, template and flitch, and material deterioration inside is big, meanwhile,
Needing a large amount of personnel to have been manually done construction, the construction period is long, and cost of labor is high, and due to work high above the ground
Many, safety coefficient is low.
Summary of the invention
It is an object of the invention to provide a kind of building casting method and use thereof pours mould system
System, it is intended to solution existing concrete pouring technology material deterioration inside is big, the construction period is long, and cost of labor is high
And the technical problem such as safety coefficient is low.
In order to solve posed problems above, the technical solution used in the present invention is: a kind of building side of pouring
Method, comprises the following steps: step a: pour the 1st layer of vertical beam to n-th layer and main beam, from the 1st
Layer is incremental successively up to be poured to n-th layer；Step b: pour secondary crossbeam and the floor face of n-th layer；
And step c: use and pour mold system and successively decrease successively from n-th layer and down pour N-1 layer to the 2nd
The secondary crossbeam of layer and floor face, to complete pouring of building, this pours mold system and includes as building
The main body of the template of surface layer and secondary crossbeam, this main body offers time crossbeam mold slots, makes this when pouring
Main body is successively decreased toward dropping to the 2nd layer successively from N-1 layer.
Further, this pours mold system and also includes the hoisting mechanism for promoting this main body, is watering
When building the step of the 1st layer of vertical beam to n-th layer and main beam, this main body is carried by this hoisting mechanism successively
Rise to the 2nd layer to n-th layer so that this main body is used as to pour the workbench of vertical beam and main beam.
Further, this pours mold system and also includes base, this hoisting mechanism include screw rod, nut,
Bearing, hi/local crank, fixed mount, bracing frame and support bar, this fixed mount is installed on base, should
Nut is installed in this main body, this screw rod by this bearing through this fixed mount and this main body, and with this
Nut is spirally connected, and this hi/local crank is arranged at the end of this screw rod, and this bracing frame is movably disposed in this
In main body, this support bar is movably disposed on this base, and during lifting, this main body passes through this support
Frame is arranged on this main beam, and this base is arranged on this main beam by this support bar.
Further, bracing frame includes spike, adjusting rod, a slip of gripper shoe, Multi-section retractable
Part and actuator, this gripper shoe is connected with a spike, and this gripper shoe is pacified slidably by this sliding part
Being contained in the bottom of this main body, this actuator is connected with this gripper shoe, to drive this bracing frame relative to this master
Body slides.
Further, this pours mold system and also includes the descending mechanism for declining this main body, is watering
Before building secondary crossbeam and the floor face of n-th layer, first installing this descending mechanism, this descending mechanism includes two
Individual first bearing part, two the second bearing parts, actuator and Suspension, between these two first bearing parts
On the main beam being crossed on n-th layer, these two the second bearing part intervals are crossed on these two first and hold
On in holder, and making this first bearing part fixed together with this second bearing part, this actuator is fixed
Being arranged on this second bearing part, this Suspension is ropy, in the drive shaft being located at this actuator,
And its one end is through this second bearing part and this main body.
Further, the first bearing part is I-steel, and this second bearing part is square tube.
Further, actuator is motor reducer.
Further, Suspension is steel wire rope.
The present invention also provides for a kind of pouring mold system for above-mentioned building casting method, and this pours
Mold system includes as floor and the main body of the template of secondary crossbeam, and this main body offers time crossbeam
Mold slots.
Further, this pour mold system also include the hoisting mechanism for promoting this main body and for
Decline the descending mechanism of this main body.
When using above-mentioned building casting method, owing to first completing the main horizontal stroke of all vertical beams and all floors
Pouring of beam, all the crossbeams starting the most in layer to pour from last layer the most again and
Floor face so that main body only need die-filling once, without form removal, reusable, convenient and swift.
Without scaffold and template when using said method, a large amount of manpower and materials can be saved, and can the reduction of erection time,
Safety coefficient is higher simultaneously.
Accompanying drawing explanation
Fig. 1 is the embodiment of the present invention three-dimensional signal pouring mold system when pouring vertical beam and main beam
Figure.
Fig. 2 is the sectional view pouring mold system of the embodiment of the present invention.
Fig. 3 is the schematic perspective view of the bracing frame pouring mold system of the embodiment of the present invention.
Fig. 4 is the embodiment of the present invention top view pouring mold system when pouring vertical beam and main beam.
Fig. 5 is that the embodiment of the present invention solid pouring mold system when pouring floor face and secondary crossbeam is shown
It is intended to.
Fig. 6 is the axonometric chart pouring mold system including double layered main body of the embodiment of the present invention.
Fig. 7 is the flow chart of the building casting method of the embodiment of the present invention.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing, the present invention is described in further detail, but the reality of the present invention
The mode of executing is not limited to this.
Refer to Fig. 1 to 5, the embodiment of the present invention pour mold system include main body 7, base 9,
Hoisting mechanism 4 and descending mechanism.Main body 7 is to pour floor and the mould of secondary crossbeam, and its surface is opened
It is provided with time crossbeam mold slots 6.It is equal that hoisting mechanism 4 connects main body 7 and base 9, main body 7 and base 9
Can rise to n-th layer by hoisting mechanism 4 from the 1st layer, descending mechanism is for by main body 7 and base
9 are down to the 1st layer from n-th layer.
Hoisting mechanism includes screw rod 401, nut 402, bearing 404, hi/local crank 405, fixed mount
406, bracing frame 8 and support bar 10.Fixed mount 406 is installed on base 9, and nut 402 is installed
In main body 7, screw rod 401 passes fixed mount 406 and main body 7, and and nut by bearing 404
402 are spirally connected.Hi/local crank 405 is arranged at the end of screw rod 401.Bracing frame 8 is arranged movably
In main body 7, support bar 10 is movably disposed on base 9, and during lifting, main body 7 is by propping up
Support 8 is arranged on main beam 11, and base 9 is arranged on main beam 11 by support bar 10.?
Support 8 include gripper shoe 80, the spike 805 of Multi-section retractable, adjusting rod 807, reinforcement 803,
Sliding part 802 and actuator 801, gripper shoe 80 is connected with spike 805 is vertical, reinforcement 803
Two ends be respectively fixedly connected with gripper shoe 80 and a spike 805.Gripper shoe 80 is by sliding part 803
Being slidably mounted in the bottom of main body 7, actuator 801 is connected with gripper shoe 80, to drive support
The relative main body 7 of frame 8 is slided.In the present embodiment, actuator 801 is telescopic cylinder.Adjusting rod 807
It is arranged on the bottom of a spike 805, for regulating the height of bracing frame 8.
Descending mechanism include 13, two the second bearing parts 14 of two the first bearing parts, actuator 15 and
Suspension 16.Two the first bearing part 13 intervals are crossed on the main beam of n-th layer, two second
Bearing part 14 interval is crossed on two the first bearing parts on 13, and makes the first bearing part 13 and second
Bearing part 14 is fixed together.Actuator 15 is fixedly installed on the second bearing part 14, Suspension
16 is ropy, and it is in the drive shaft being located at actuator 15, and its one end is through the second bearing part
14 and main body 7, and be fixed on base 9.In the present embodiment, the first bearing part 13 is I-shaped
Steel, the second bearing part is square tube.During installing, on main beam padded about 10 centimeters, every I-shaped
The length of steel is the lateral length in floor face, the longitudinal length in the length of square tube substantially floor face, cuts
About the specification 10*20 centimetre of face, the spacing put is similar with I-steel, puts down for wide and puts.Square tube with
The spot welding of I-steel contact site is fixed.Actuator 15 is motor reducer, and Suspension 16 is steel wire rope.
One, steel wire rope, around being located on reductor power axle, is then passed through main body 7 through square tube, is fixed on by steel wire rope
On base 9.During use, start actuator 15, main body 7 and base 9 can be declined.
Referring to Fig. 7, be the flow chart of the building casting method of the embodiment of the present invention, this building is pre-
If N shell.The building casting method of the embodiment of the present invention comprises the following steps:
Step S1: pour the 1st layer of vertical beam 1 to n-th layer and main beam 11, from the 1st layer successively
It is incremented by and up pours to n-th layer；
After completing underground engineering, on ground, 1:1 draws all vertical beams the most by drawing, main beam,
Secondary crossbeam, and mark all sizes, to facilitate subsequent step.
When pouring ground floor vertical beam 1, all vertical beam reinforcing bars are first installed, then by solid for vertical beam flexible mould 2
Being scheduled on the position that ground is corresponding, the vertical beam 1 at 4 exterior angles of building uses laser positioning, it may be assumed that 4
Laser equipment is installed on vertical beam ground, individual exterior angle, 4 exterior angle vertical beam flexible moulds 2 are fixed with 2
The hole 3, laser vertical location of individual correspondence, to ensure the perpendicularity of vertical beam 1.Install vertical beam flexible mould
Then start after 2 to pour vertical beam concrete, be poured into the position of last layer main beam 11 lower surface.
After vertical beam is concrete curing, removes all vertical beam flexible moulds 2 and treat that last layer is continuing with.
When pouring 2 to N shell vertical beam and main beam, hang, by pouring mold system, the position that building is corresponding
For use as workbench.During use, rotate clockwise hi/local crank 405 (can be manually or electrically), will be main
Body 7 jack-up, then open the actuator 801 on bracing frame 8, bracing frame 8 is retracted, main to avoid
Crossbeam 11, in order to avoid blocking the lifting of main body 7.Continue to lift up main body 7 after retraction, be raised to bracing frame 8
Bottom has exceeded main beam 11 upper surface and has stopped, and is again turned on actuator 801, by bracing frame 8 level
Stretch out, be supported on above next layer of main beam 11, then regulate the adjusting rod 807 of bracing frame 8, so that
The lower surface of the upper surface of main body 7 and main beam 11 is at same horizontal plane.Then, rotate counterclockwise
Hi/local crank 405 (can be manually or electrically), rises to last layer, lifting step and lifting by base 9
Main body 7 is similar to.All vertical beam reinforcing bars are installed, then vertical beam flexible mould 2 is installed, open 4, ground and hang down
Straight laser, allows vertical beam 1 keep absolute upright.Main beam mould 5 is movable grooved mould, and it can
It is placed in bracing frame 8 the simplest fixing, levels up on request, then main beam reinforcing bar is installed.Institute
Have inside vertical beam flexible mould 2 and main beam mould 5 and all can be pasted with sealing coat, in order to the demoulding.
Sealing coat can be the materials such as silica gel, rubber slab or plastic floor.Finally, vertical beam concrete and master are poured
Crossbeam concrete can complete pouring of one layer of vertical beam 1 and main beam 11.Repeat the above steps,
Complete pouring of 2 to N shell vertical beam and main beam.
Step S2: install descending mechanism, and use descending mechanism that base 9 is dropped to ground；
Step S3: pour secondary crossbeam and the floor face of n-th layer；
Step S4: use descending mechanism to successively decrease toward dropping to the 2nd layer by main body 7 successively from N-1 layer,
Thus successively decrease successively from n-th layer and down pour secondary crossbeam and the floor face of N-1 layer to the 2nd layer, with
Complete pouring of building.
When pouring N-1 layer, control the lifting of main body 7 by controlling actuator 15, make main body 7
Upper surface consistent with main beam 11 upper level.By the power axle of actuator 15 after adjusting
Card dead-lock, it is ensured that the power axle of actuator 15 is not rotated further by.Main body 7 and main beam 11 adjacent position
Leave the gap of 2 centimeters, need to fill out temporarily, can be selected for foamed glue or other materials.In main body 7
Secondary crossbeam mold slots 6 bottom Ye You space, position, two, also to fill temporarily.Because pouring master
Having reserved the steel bar end being connected with secondary crossbeam during crossbeam 11, about 20 centimeters are long, so at secondary crossbeam mould
The space of 20 centimeters is left at tool groove 6 two.Then, in secondary crossbeam mold slots 6, put into reinforcing bar, and
With reserved steel bar end to connecting, then at main body 7 (above sealing coat) laying floor face reinforcing bar, and in advance
After burying electric wire and pipeline, to secondary crossbeam mold slots casting concrete, simultaneously mixed to the cast of whole floor face
Solidifying soil.
After N-1 floor aspect is concrete curing, open locking device, loosen Suspension 16, main
Body 7 is meeting automatic demoulding under the effect of self gravitation, because having sealing coat between main body 7 and concrete
It is easy to the demoulding.When dropping to the main beam position of N-2 layer, again adjust the height of main body 7, accurate
Standby concreting again.So repeat, pouring of other floor faces can be completed.
It is appreciated that pouring mold system and can also omitting base 9, elevator of embodiment of the present invention
Structure 4 or descending mechanism, and use tower crane lifting body 7.When step S1, it is possible to use other works
Station, and without making to pour mold system as workbench.Pour mold system to may also comprise interval and set
The two or more main bodys 7 put, hereafter to include pouring mold system and (please joining figure of two main bodys 7,7 '
5) its using method is described as a example by.Two main bodys 7,7 ' pour mold system uphill process principle and only
The mold system that pours including a main body 7 is similar to, and the most each main body 7,7 ' adjustable height is 2 layers
The height in building, installs 2 layers of vertical beam mould 2 and main beam mould 5 the most simultaneously, pours 2 layers simultaneously and erects
Beam 1 and the concrete of main beam 11.When completing when pouring of n-th layer floor face, make lower layer main body 7 '
It is down to N/2 (N is to be down to (N-1)/2 layer during odd number), makes upper layer main body 7 be down to
N-1 layer, then can pour N-1 layer and N/2 layer simultaneously, thus improve and pour the duration.Such as this type of
Push away, the quantity of main body 7,7 ' according to construction period, can be selected.
During construction, what floor face can use a set of embodiment of the present invention pours mold system, also
Many sets can be used to pour mold system according to floor face size, typically have 4-20 to overlap.Stair or electricity
The privileged sites such as ladder, it would however also be possible to employ the method, simply the shape of main body 7 is different.
When using the building casting method of embodiment of the present invention, owing to first completing all vertical beam 1 Hes
Pouring of the main beam 11 of all floors, starts the most in layer to water from last layer the most again
All the crossbeams built and floor face, so that 7 need of main body are die-filling once, without form removal, can weigh
Multiple use, convenient and swift.Without scaffold and template during employing said method, a large amount of manpower can be saved
Material resources, and can the reduction of erection time, safety coefficient is higher simultaneously.
Above-described embodiment is the present invention preferably embodiment, but embodiments of the present invention are not by upper
Stating the restriction of embodiment, that is made under other any spirit without departing from the present invention and principle changes
Become, modify, substitute, combine, simplify, all should be the substitute mode of equivalence, be included in the present invention
Protection domain within.
Claims (8)
1. a building casting method, N shell preset by this building, it is characterised in that include following
Step:
Step a: pour the 1st layer of vertical beam to n-th layer and main beam, is incremented by successively from the 1st layer and up waters
Build to n-th layer；
Step b: pour secondary crossbeam and the floor face of n-th layer；And
Step c: use and pour mold system and successively decrease successively from n-th layer and down pour N-1 layer to the 2nd layer
Secondary crossbeam and floor face, to complete pouring of building；The described mold system that pours includes main body, the end
Seat, hoisting mechanism and descending mechanism, described main body is to pour floor and the mould of secondary crossbeam, its table
Face offers time crossbeam mold slots, and described hoisting mechanism connects main body and base, described main body and base
All rising to n-th layer by hoisting mechanism from the 1st layer, described descending mechanism is for by main body and base
It is down to the 1st layer from n-th layer.
Building casting method the most according to claim 1, it is characterised in that this hoisting mechanism
Including screw rod, nut, bearing, hi/local crank, fixed mount, bracing frame and support bar, this fixed mount
Being installed on base, this nut is installed in this main body, and this screw rod passes this fixed mount by this bearing
With this main body, and being spirally connected with this nut, this hi/local crank is arranged at the end of this screw rod, this bracing frame
Being movably disposed in this main body, this support bar is movably disposed on this base, during lifting,
This main body is arranged on this main beam by this bracing frame, and this base is arranged on this master by this support bar
On crossbeam.
Building casting method the most according to claim 2, it is characterised in that this bracing frame bag
Include gripper shoe, the spike of Multi-section retractable, adjusting rod, sliding part and actuator, this gripper shoe with
Propping up spike to connect, this gripper shoe is slidably mounted in the bottom of this main body by this sliding part, and this drives
Moving part is connected with this gripper shoe, to drive this bracing frame to slide relative to this main body.
Building casting method the most according to claim 1, it is characterised in that pouring N
Before the secondary crossbeam of layer and floor face, first installing this descending mechanism, this descending mechanism includes two first
Bearing part, two the second bearing parts, actuator and Suspension, these two the first bearing parts are spaced across setting
On the main beam of n-th layer, these two the second bearing part intervals are crossed on these two first bearing parts
On, and making this first bearing part fixed together with this second bearing part, this actuator is fixedly installed on
On this second bearing part, this Suspension is ropy, in the drive shaft being located at this actuator, and its
One end passes this second bearing part and this main body.
Building casting method the most according to claim 4, it is characterised in that this first carrying
Part is I-steel, and this second bearing part is square tube.
Building casting method the most according to claim 4, it is characterised in that this actuator is
Motor reducer.
Building casting method the most according to claim 4, it is characterised in that this Suspension is
Steel wire rope.
8. what the building casting method described in an any one of claim 1 to 7 used pours mould
System, it is characterised in that this pours mold system and includes main body, base, hoisting mechanism and down machine
Structure, described main body is to pour floor and the mould of secondary crossbeam, and its surface offers time crossbeam mold slots,
Described hoisting mechanism connects main body and base, described main body and base all by hoisting mechanism from the 1st layer
Rising to n-th layer, described descending mechanism is for being down to the 1st layer by main body and base from n-th layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410373188.4A CN104164974B (en) | 2014-07-31 | 2014-07-31 | Building casting method and use thereof pour mold system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410373188.4A CN104164974B (en) | 2014-07-31 | 2014-07-31 | Building casting method and use thereof pour mold system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104164974A CN104164974A (en) | 2014-11-26 |
| CN104164974B true CN104164974B (en) | 2016-09-21 |
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ID=51908945
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410373188.4A Expired - Fee Related CN104164974B (en) | 2014-07-31 | 2014-07-31 | Building casting method and use thereof pour mold system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104164974B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594635B (en) * | 2015-01-26 | 2017-01-04 | 贵州新联***工程集团有限公司 | A kind of high-storey building frame structure construction method |
| CN113653230B (en) * | 2021-07-26 | 2023-03-10 | 福建建祥建筑科技有限责任公司 | High-safety building prefabricated floor plate |
| CN114658027B (en) * | 2022-04-01 | 2023-11-10 | 中和华丰建设集团有限公司 | Construction method of standard frame, pouring template and foundation of chemical factory building equipment |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RS54106B1 (en) * | 2011-08-03 | 2015-10-30 | Milan KEKANOVIĆ | Process of building structures of prefabricated monolithic walls and precast floor slabs |
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2014
- 2014-07-31 CN CN201410373188.4A patent/CN104164974B/en not_active Expired - Fee Related
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| Publication number | Publication date |
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| CN104164974A (en) | 2014-11-26 |
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