CN104264981B - A kind of scattered spelling early tears down and build building mould system and building method thereof - Google Patents
A kind of scattered spelling early tears down and build building mould system and building method thereof Download PDFInfo
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- CN104264981B CN104264981B CN201410465537.5A CN201410465537A CN104264981B CN 104264981 B CN104264981 B CN 104264981B CN 201410465537 A CN201410465537 A CN 201410465537A CN 104264981 B CN104264981 B CN 104264981B
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Abstract
The present invention is applicable to construction engineering technical field, provide a kind of scattered spelling and early tear down and build building mould system and building method thereof, in this template system, first standard inside wall formwork is removably attachable to the inner corner trim position near building structure, first non-standard outer wall template is removably attachable to the external angle position near building structure, make the first vertical setting of types to wire drawing bar group from building structure angle position closer to, be substantially improved the template stressing conditions of building structure rotation angle position；In this template system, the second inside and outside wallboard of standard need not be offered wire drawing rod aperture.In this template system, immobilization equal to the level interval of wire drawing bar group, highly spacing, standardization, seriation, greatly reduce the difficulty of processing of template, reduce processing cost, need not repeatedly change with hole when position, improve the turnover utilization rate of template, extend template service life so that the overall cost of building template is substantially reduced.
Description
Technical field
The invention belongs to construction engineering technical field, particularly relate to a kind of scattered spelling and early tear down and build building mould system and building method thereof.
Background technology
Along with the development of building industry, the proportion of high-rise cast-in-place concrete structure increases day by day, and template system has become warp in construction
Often use the instrument arrived or equipment.In scattered spelling early-dismantling formwork system, it is mainly included in the inside and outside wallboard being intervally arranged on vertical plane
And the floorboard arranged in the horizontal plane, inside, after placing concrete, form body of wall in the middle of Side fascia, toward floorboard on, pouring mixes
Solidifying soil forms flooring.In building template system, the vertical direction on wallboard has some through holes, the through hole on inside and outside wallboard
Being correspondingly arranged, wear and can connect wire drawing bar group by fixing for two wallboards in through hole, after pouring into concrete, what wallboard was offered is logical
Pitch of holes is the least, installation the biggest to wire drawing bar group, thus can be better against coagulation earth lateral pressure.Due to gravity,
Bottom body of wall, template is born the extruding force that the extruding force of the concrete template corresponding relative to other positions of body of wall bear and is wanted big, therefore wall
The density that the through hole in template corresponding bottom body is offered is relatively big, thus to install within the specific limits and more to support wire drawing bar group
Anti-coagulation earth lateral pressure；At body of wall tip position, due to the concrete gravity of flooring, also need to pacify floor template system and have stable
Structural strength, to avoid flooring that the bad problems such as crack occur.In existing building template system, the width of wallboard is equal,
During arrangement, all arrange successively toward other direction from a direction, until arrangement position be unable to hold one block of wallboard time, use one piece other
The wallboard arrangement of width.But, after the height of body of wall or the thickness of body of wall change, body of wall and the flooring extruding force to wallboard
Can change, height or the thickness of body of wall are the biggest, and the bad problems such as crack the most easily occur in the angle position of body of wall and flooring.
Accordingly, it would be desirable to according to specific circumstances, being spaced the through hole on wallboard and make corresponding adjustment, solution is first by original wall
Through hole on plate is filled up, and offers new through hole the most again.But this can produce damage to template, and need to spend substantial amounts of manpower thing
Power, for filling up through hole and offering new through hole, adds artificial and material cost, has dragged slowly construction speed.Certainly also can be often
The width of block wallboard is made sufficiently small, thus the through hole distance reduced in horizontal direction on two blocks of wallboards, or the hole of vertical direction
Interval arrange the closeest, thus can load more to wire drawing bar group with obtain enough power resist higher walls concrete to wall
The extruding force of plate, but this needs to install substantial amounts of to wire drawing bar group, need to spend substantial amounts of artificial and material cost equally.
Summary of the invention
The technical problem to be solved is that providing one to dissipate spelling early tears down and build building mould system and building method thereof, it is intended to solve
The scattered meeting damage template early teared down and built existing for building mould system of spelling of the prior art, artificial, material cost is high and drag construct slowly into
The problem of degree.
The present invention is achieved in that providing a kind of scattered spelling early tears down and build building mould system, including vertical structure template system, level
Stay in place form system and support system；Described vertical structure template system include lining, Side fascia, to wire drawing bar group, vertical
Internal corner formwork, vertical external angle formwork and back cord；Described back cord is horizontally installed on the position that described inside and outside wallboard is relative, described
Vertical internal corner formwork is installed at the inner corner trim of building structure, and described vertical external angle formwork is installed at the external corner of building structure, described perpendicular
Adjacent both sides on internal corner formwork are respectively arranged with connecting portion, and the adjacent both sides on described vertical external angle formwork are also respectively provided with
There is connecting portion；Described lining includes that the first standard lining, the second standard lining, the 3rd standard lining and first are non-standard
Lining, described Side fascia include the first standard external wall, the second standard external wall, the 3rd standard external wall, first non-standard outside
Wallboard and the second non-standard Side fascia；The width of described second standard lining is more than the width of non-standard lining, described second mark
The width of quasi-Side fascia is more than the width of the second non-standard Side fascia；
Described with one piece respectively the first standard lining of two connecting portions on described vertical internal corner formwork removably connects；Described vertically
Described with one piece respectively the second non-standard Side fascia of two pieces of connecting portions on external angle formwork removably connects, and two pieces of described second are non-
Standard external wall first standard external wall described with a piece respectively removably connects；
All offer in described first standard lining, the 3rd standard lining, the first standard external wall and the 3rd standard external wall
Through hole, the lead to the hole site of described first standard lining is corresponding with the lead to the hole site of described first standard external wall, described 3rd mark
The lead to the hole site of quasi-lining is corresponding with the lead to the hole site of described 3rd standard external wall, described wire drawing bar group is arranged in described
On inside and outside wallboard relative to two through hole and two back cords in.
Further, described first non-standard lining is arranged at the middle of two pieces of first described standard linings, and described first
Second, third standard lining described of standard lining both sides the most alternately removably connects toward the first standard lining direction.
Further, described first non-standard Side fascia is arranged at the middle of two pieces of first described standard external wall, and described first
Second, third standard external wall described of standard external wall both sides the most alternately removably connects toward the first standard external wall direction.
Further, described horizontal structure shuttering system includes the vertical internal corner formwork of level and floor template, and described floor template includes
First standard floor template, the second standard floor template, non-standard floor template and keel, described support system includes adjustable supports
Bar and meteor hammer；Described level vertical internal corner formwork side is removably attachable to the top of lining, and opposite side is detachably connected
In the side of described floor template, described keel are removably attachable between the relative two piece vertical internal corner formwork of described level, institute
State the width of the keel alternate setting of length direction along the vertical internal corner formwork of described level, its length direction and described floor template
Parallel；Described first standard floor template is connected between the vertical internal corner formwork of described level and keel, described second standard flooring mould
Plate and non-standard floor template are removably attachable between two adjacent keel, described meteor hammer be connected to two adjacent keel it
Between, the top of described Adjustable bracing bar is detachably connected with described meteor hammer, contacts with flooring bottom it.
Further, the two ends of each piece of described keel are respectively by the 3rd standard that the vertical internal corner formwork of described level and one piece are described
Lining is fixing to be connected.
Further, described it is detachably connected as pin or bolt connects.
Present invention also offers a kind of above-mentioned scattered spelling and tear down and build the building method of building mould system morning, comprise the following steps:
A, respectively place one piece of described vertical internal corner formwork in the inner corner trim position of building structure, past at two pieces of vertical internal corner formworks respectively
One piece of first described standard lining is connected on the connecting portion in direction in the middle of described wall plane；
B, on the side in direction in the middle of described wall plane, connect one piece of second mark at two pieces of first described standard linings respectively
Quasi-lining；
C, on the side in direction in the middle of described wall plane, connect one piece of the 3rd mark at two pieces of second described standard linings respectively
Quasi-lining；
D, on the side in direction in the middle of described wall plane, connect one piece of second mark at two pieces of the 3rd described standard linings respectively
Quasi-lining；
E, repetition step c, d, until the gap length between two piece of the 3rd adjacent standard lining is less than the second standard lining
Width time, connect one piece of described first non-standard lining according to the concrete width in space；
F, respectively place one piece of described vertical external angle formwork, respectively at two pieces of described vertical external corners at the external angle position of building structure
Template connects one block of non-standard Side fascia of described second on the connecting portion in the middle direction of described wall plane；
G, install outside first, second and third corresponding standard at the wall face that described first, second and third standard lining is corresponding respectively
Wallboard；
H, until gap length between adjacent two piece of the 3rd standard external wall of exterior wall plane is less than the width of the second standard external wall
When spending, connecting one piece of first non-standard Side fascia according to the concrete width in space, the template i.e. completing a body of wall connects；Then press
According to same method of attachment, complete the connection of remaining body of wall；
Back cord is installed and to wire drawing bar group in i, through hole corresponding on inside and outside wallboard.
Further, the building method of above-mentioned scattered spelling early-dismantling formwork system, further comprising the steps of:
J, on the top of lining, enclose the vertical internal corner formwork of the level of setting, between the two relative vertical internal corner formworks of described level,
And keel are installed, in the lower section of each bar keel along its length by regulation on the fore-and-aft plane of the described 3rd standard lining that aligns
Spacing installs Adjustable bracing bar, installs meteor hammer, be connected with meteor hammer at the top of Adjustable bracing bar between two adjacent keel,
The bottom of Adjustable bracing bar is contacted with flooring；
K, at the interval of the vertical internal corner formwork of keel and level board, connect upper first standard floor template；
L, from flooring both sides toward middle direction, between two pieces of adjacent keel, connect the second standard floor template；
M, repetition step l, during until the gap length of adjacent two pieces of keel is less than the length of the second standard floor template, according to sky
The concrete width of gap connects non-standard floor template.
The present invention compared with prior art, has the beneficial effects that: the first standard inside wall formwork of the present invention is removably attachable to close
The inner corner trim position of building structure, the first non-standard outer wall template is removably attachable to the external angle position near building structure so that the
One vertical setting of types to wire drawing bar group from building structure angle position closer to, be substantially improved the template stressing conditions of building structure rotation angle position；This
In template system, the second inside and outside wallboard of standard need not be offered wire drawing rod aperture.In this template system, to the level interval of wire drawing bar group,
The highly equal immobilization of spacing, standardization, seriation, greatly reduce the difficulty of processing of template, reduces processing cost, with hole when position
Need not repeatedly change, improve the turnover utilization rate of template, extend template service life so that the overall cost of building template is significantly
Reduce.
Accompanying drawing explanation
Fig. 1 is that scattered spelling of one that the embodiment of the present invention provides early tears down and build building mould system placing concrete, forms the local after body of wall and stands
Body structural representation.
Fig. 2 is that scattered spelling of one that the embodiment of the present invention provides early tears down and build building mould system placing concrete, forms the longitudinal direction after body of wall and cuts open
Depending on schematic diagram.
Fig. 3 is the horizontal cross-sectional schematic of Fig. 2.
Fig. 4 is the close-up schematic view of Fig. 3.
Fig. 5 is the schematic top plan view of Fig. 2.
Detailed description of the invention
In order to make the technical problem to be solved, technical scheme and beneficial effect clearer, below in conjunction with accompanying drawing and
Embodiment, is further elaborated to the present invention.Should be appreciated that specific embodiment described herein is only in order to explain this
Invention, is not intended to limit the present invention.
As shown in Figures 1 to 5, for a preferred embodiment of the present invention, a kind of scattered spelling early tears down and build building mould system, including vertical
Stay in place form system, horizontal structure shuttering system and support system.
Vertical structure template system include lining 1, Side fascia 2, to wire drawing bar group 3, vertical internal corner formwork 4, vertical external corner mould
Plate 5 and back cord 6.Back cord 6 is horizontally installed on the relative position of inside and outside wallboard 1,2, and vertical internal corner formwork 4 is installed on
At the inner corner trim of building structure, vertical external angle formwork 5 is installed at the external corner of building structure, adjacent two on vertical internal corner formwork 4
Side is respectively arranged with connecting portion 41, and the adjacent both sides on vertical external angle formwork 5 are also respectively arranged with connecting portion 51.
Lining 1 includes the first standard lining the 11, second standard lining the 12, the 3rd standard lining 13 and non-standard interior wall
Plate 14.Side fascia 2 includes that first standard external wall the 21, second standard external wall the 22, the 3rd standard external wall 23, first is nonstandard
Quasi-Side fascia 24 and the second non-standard Side fascia 25.The width of the second standard lining 12 is more than the width of non-standard lining 14,
The width of the second standard external wall 22 is more than the width of the second non-standard Side fascia 25；
Two connecting portions 41 on two pieces of vertical internal corner formworks 4 removably connect with one piece of first standard lining 11 respectively；Vertical sun
On Angle formwork 5, two connecting portions 51 side with one piece of first non-standard Side fascia 24 respectively removably connects, and two piece first non-standard
The opposite side of Side fascia 24 removably connects with one piece of first standard external wall 21 respectively；
In first standard lining the 11, the 3rd standard lining the 13, first standard external wall 21 and the 3rd standard external wall 23 all
Offer through hole (not shown), the lead to the hole site of the first standard lining 11 and the lead to the hole site phase of the first standard external wall 21
Correspondence, the lead to the hole site of the 3rd standard lining 13 and the lead to the hole site of the 3rd standard external wall 23 are corresponding, to wire drawing bar group 3
Be arranged on inside and outside wallboard 1,2 relative to two through hole and two back cords 6 in.
Above-mentioned horizontal structure shuttering system includes the vertical internal corner formwork of level 7 and floor template 8.Wherein, floor template 8 includes
One standard floor template the 81, second standard floor template 82, non-standard floor template 83 and keel 84.Support system includes can
Adjust support bar 301 and meteor hammer (not shown).
Level vertical internal corner formwork 7 side is removably attachable to the top of lining 1, and opposite side is removably attachable to flooring mould
The side of plate 8, keel 84 are removably attachable between the relative two piece vertical internal corner formwork of level 7, and keel 84 are along horizontal vertical
The alternate setting of length direction to internal corner formwork 7, its length direction is parallel with the width of floor template 8.First standard building
Face die plate 81 is connected between the vertical internal corner formwork of level 7 and keel 84, the second standard floor template 82 and non-standard flooring mould
Plate 83 is removably attachable between two adjacent keel 84, and meteor hammer is connected between two adjacent keel 84, adjustable supports
The top of bar 301 is detachably connected with meteor hammer, contacts with flooring 200 bottom it.
The width of the first non-standard outer wall template 24 is vertical internal corner formwork 4 width, body of wall 100 thickness sum of the two.First mark
The side of quasi-lining 11 removably connects with vertical internal corner formwork 4, and the side of opposite side and the second standard lining 12 is detachable
Connect.3rd standard lining 13 is removably connected between the second adjacent standard lining 12 or non-standard lining 14
Both sides, the position of first, second and third standard external wall 21,22,23 and first, second and third standard lining 11,12,13
Position the most corresponding.Termination, the side internal corner formwork vertical with level 7 of the first standard floor template 81 removably connects, separately
Termination, side removably connects with keel 84.
Second standard floor template 82 and non-standard floor template 83 are between two adjacent keel 84, the second standard flooring mould
Its two ends of plate 82 and non-standard floor template 83 removably connects with keel 84.Two the 3rd adjacent standard interior walls at interval
The longitudinal median plane of plate 13 coincides with the central plane of keel 84.
In the present embodiment, above-mentioned be detachably connected as pin or the bolt mentioned connects.
The first standard inside wall formwork 11 of the present embodiment is removably attachable to the inner corner trim position near building structure, and first is non-standard
Outer wall template 24 is removably attachable to the external angle position near building structure so that wire drawing bar group 3 is tied by the first vertical setting of types from building
Structure angle position closer to, be substantially improved the template stressing conditions of building structure rotation angle position；In this template system, the second standard is inside and outside
Wallboard 12,22 need not be offered wire drawing rod aperture.In this template system, the most solid to level interval, the highly spacing of wire drawing bar group 3
Fixedization, standardization, seriation, greatly reduce the difficulty of processing of template, reduces processing cost, need not repeatedly change with hole when position,
Improve the turnover utilization rate of template, extend template service life so that the overall cost of building template is substantially reduced.Make actual
During with, the height of body of wall or thickness have a variety of, when the height of body of wall exceeds or falls below this altitude range, can design another
The template system that a set of via densities is different.Due to the height of body of wall of floor each in reality or thickness essentially without difference too
Greatly, therefore design a few set and can tackle the various bodies of wall run in actual application.
Above-mentioned scattered spelling tears down and build the building method of building mould system morning, comprises the following steps:
A, place one piece of vertical internal corner formwork 4 in the inner corner trim position of building structure, respectively at two pieces of vertical internal corner formworks 4 toward body of wall
One piece of first standard lining 11 is connected on the connecting portion 41 in direction in the middle of 100 planes；
B, on the side in direction in the middle of body of wall 100 plane, connect one piece of second standard lining at the first standard lining 11 respectively
12；
C, on the side in direction in the middle of body of wall 100 plane, connect one piece of the 3rd standard lining at the second standard lining 12 respectively
13；
D, connect in one piece of second standard on the side in direction in the middle of body of wall 100 plane at two piece of the 3rd standard lining 13 respectively
Wallboard 12；
E, repetition step c, d, until the space between two piece of the 3rd adjacent standard lining 13 is less than the second standard lining
12 width time, connect one piece of non-standard lining 14 according to the concrete width in space；
F, building structure external angle position place one piece of vertical external angle formwork 5, respectively at vertical external angle formwork 5 toward body of wall 400
One piece of first non-standard Side fascia 24 is connected on the connecting portion in direction in the middle of plane；
G, respectively install in the wall face position of first, second and third standard lining 11,12,13 correspondence corresponding first and second,
Three standard external wall 21,22,23；
H, until space between adjacent the 3rd standard external wall 23 of exterior wall plane is less than the width of the second standard external wall 22
Time, connecting one piece of second non-standard Side fascia 25 according to the concrete width in space, the template i.e. completing a body of wall 100 connects；
Then according to same method of attachment, the connection completing remaining wall form 400 is installed；
Back cord 6 is installed and to wire drawing bar group 3 in i, through hole corresponding on inside and outside wallboard 1,2；
J, on the top of lining 1, enclose the vertical internal corner formwork of the level of setting 7, between the two relative vertical internal corner formworks of level 7,
And keel 84 are installed, in the lower section of each bar keel 84 along its length on the fore-and-aft plane of alignment the 3rd standard lining 13
By prescribed distance, Adjustable bracing bar 301 is installed, meteor hammer is installed between two adjacent keel 84, by Adjustable bracing bar 301
Top is connected with meteor hammer, is contacted with flooring 100 bottom of Adjustable bracing bar 301；
K, at the interval of the vertical internal corner formwork of keel 84 and level 7, connect upper first standard floor template 81；
L, from flooring toward middle direction, between two pieces of adjacent keel 84, connect the second standard floor template 82；
M, repetition step l, during until the gap length of adjacent two pieces of keel 84 is less than the length of the second standard floor template 82,
Concrete width according to space connects non-standard floor template 83.
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all within the spirit and principles in the present invention
Any amendment, equivalent and the improvement etc. made, should be included within the scope of the present invention.
Claims (7)
1. dissipate to spell and early tear down and build a building mould system, including vertical structure template system, horizontal structure shuttering system and supporter
System；Described vertical structure template system include lining, Side fascia, to wire drawing bar group, vertical internal corner formwork, vertical external corner mould
Plate and back cord；Described back cord is horizontally installed on the position that described inside and outside wallboard is relative, and described vertical internal corner formwork is installed on
At the inner corner trim of building structure, described vertical external angle formwork is installed at the external corner of building structure, the phase on described vertical internal corner formwork
Adjacent both sides are respectively arranged with connecting portion, and the adjacent both sides on described vertical external angle formwork are also respectively arranged with connecting portion；It is special
Levying and be, described lining includes the first standard lining, the second standard lining, the 3rd standard lining and non-standard interior wall
Plate, described Side fascia includes the first standard external wall, the second standard external wall, the 3rd standard external wall, the first non-standard exterior wall
Plate and the second non-standard Side fascia；The width of described second standard lining is more than the width of non-standard lining, described second mark
The width of quasi-Side fascia is more than the width of the second non-standard Side fascia；
Described with one piece respectively the first standard lining of two connecting portions on described vertical internal corner formwork removably connects；Described perpendicular
The side of the first non-standard Side fascia that two connecting portions on external angle formwork are described with a piece respectively removably connects, described in two pieces
Other side first standard external wall described with a piece respectively of the first non-standard Side fascia removably connect；
All offer in described first standard lining, the 3rd standard lining, the first standard external wall and the 3rd standard external wall
Through hole, the lead to the hole site of described first standard lining is corresponding with the lead to the hole site of described first standard external wall, and the described 3rd
The lead to the hole site of standard lining is corresponding with the lead to the hole site of described 3rd standard external wall, described wire drawing bar group is arranged in institute
State on inside and outside wallboard relative to two through hole and two back cords in；
Described horizontal structure shuttering system includes the vertical internal corner formwork of level and floor template, and described floor template includes the first standard
Floor template, the second standard floor template, non-standard floor template and keel, described support system includes Adjustable bracing bar and stream
Star is hammered into shape；Described level vertical internal corner formwork side is removably attachable to the top of lining, and opposite side is removably attachable to institute
Stating the side of floor template, described keel are removably attachable between the relative two piece vertical internal corner formwork of described level, described
Keel are along the width of the alternate setting of length direction of the vertical internal corner formwork of described level, its length direction and described floor template
Parallel；Described first standard floor template is connected between the vertical internal corner formwork of described level and keel, described second standard flooring
Template and non-standard floor template are removably attachable between two adjacent keel, and described meteor hammer is connected to two adjacent keel
Between, the top of described Adjustable bracing bar is detachably connected with described meteor hammer, contacts with flooring bottom it；
The width of the first described non-standard outer wall template is described vertical internal corner formwork width and thickness of wall body sum of the two；
The side of described first standard lining removably connects with described vertical internal corner formwork, opposite side and the second standard lining
Side removably connect.
2. a kind of scattered spelling as claimed in claim 1 early tears down and build building mould system, it is characterised in that described 3rd standard lining
It is removably connected between the second adjacent standard lining or the both sides of non-standard lining, first, second and third described standard
The position of Side fascia is the most corresponding with the position of first, second and third standard lining.
3. a kind of scattered spelling as claimed in claim 1 early tears down and build building mould system, it is characterised in that described first standard flooring mould
Termination, the side internal corner formwork vertical with level of plate removably connects, and opposite side termination removably connects with keel.
4. a kind of scattered spelling as claimed in claim 1 early tears down and build building mould system, it is characterised in that described second standard flooring mould
Plate and non-standard floor template are between two adjacent keel, described second standard floor template and the two of non-standard floor template
Termination removably connects with keel.
5. a kind of scattered spelling as claimed in claim 1 early tears down and build building mould system, it is characterised in that the two the adjacent the 3rd of interval
The longitudinal median plane of standard lining coincides with the central plane of keel.
6. scattered spelling as claimed in claim 1 early tears down and build building mould system, it is characterised in that described is detachably connected as pin
Or bolt connects.
7. as claimed in claim 1 dissipating spells the building method early tearing down and building building mould system, comprises the following steps:
A, the inner corner trim position of building structure place one piece of described vertical internal corner formwork, respectively at vertical internal corner formwork toward described wall
One piece of first described standard lining is connected on the connecting portion in direction in the middle of body plane；
B, connect in one piece of second standard on the side in direction in the middle of described wall plane at the first described standard lining respectively
Wallboard；
C, connect in one piece of the 3rd standard on the side in direction in the middle of described wall plane at the second described standard lining respectively
Wallboard；
D, on the side in direction in the middle of described wall plane, connect one piece of second mark at two pieces of the 3rd described standard linings respectively
Quasi-lining；
E, repetition step c, d, until the space between two piece of the 3rd adjacent standard lining is less than the second standard lining
During width, connect one piece of described non-standard lining according to the concrete width in space；
F, building structure external angle position place one piece of described vertical external angle formwork, past at described vertical external angle formwork respectively
One block of non-standard Side fascia of described first is connected on the connecting portion in direction in the middle of described wall plane；
G, respectively first, second and third corresponding mark is installed in the wall face position that described first, second and third standard lining is corresponding
Quasi-Side fascia；
H, until space between adjacent the 3rd standard external wall of exterior wall plane is less than the width of the second standard external wall time, root
Connecting one piece of second non-standard Side fascia according to the concrete width in space, the template i.e. completing a body of wall connects；Then according to equally
Method of attachment, complete remaining wall form connection install；
Back cord is installed and to wire drawing bar group in i, through hole corresponding on inside and outside wallboard；
J, on the top of lining, enclose the vertical internal corner formwork of the level of setting, between the two relative vertical internal corner formworks of described level,
And keel are installed, in the lower section of each bar keel along its length by rule on the fore-and-aft plane of the described 3rd standard lining that aligns
Determining deviation installs Adjustable bracing bar, installs meteor hammer between two adjacent keel, by the top of Adjustable bracing bar with meteor hammer even
Connect, the bottom of Adjustable bracing bar is contacted with flooring；
K, at the interval of the vertical internal corner formwork of keel and level, connect upper first standard floor template；
L, from flooring toward middle direction, between two pieces of adjacent keel, connect the second standard floor template；
M, repetition step l, during until the gap length of adjacent two pieces of keel is less than the length of the second standard floor template, according to sky
The concrete width of gap connects non-standard floor template.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410465537.5A CN104264981B (en) | 2014-09-12 | 2014-09-12 | A kind of scattered spelling early tears down and build building mould system and building method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410465537.5A CN104264981B (en) | 2014-09-12 | 2014-09-12 | A kind of scattered spelling early tears down and build building mould system and building method thereof |
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| CN104264981A CN104264981A (en) | 2015-01-07 |
| CN104264981B true CN104264981B (en) | 2016-08-24 |
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| CN105604314B (en) * | 2016-01-25 | 2017-10-31 | 中国建筑第八工程局有限公司 | Tool-type Quick Release mould bases combined system |
| CN105888236B (en) * | 2016-05-09 | 2018-02-06 | 中国建筑第八工程局有限公司 | frame template system |
| CN106013796B (en) * | 2016-07-26 | 2019-01-04 | 中国建筑第八工程局有限公司 | Early-dismantling formwork system and its construction method |
| CN107605149A (en) * | 2017-10-24 | 2018-01-19 | 山东中煤能源机械有限责任公司 | One kind is applicable a variety of Building assembling templates |
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| US5524861A (en) * | 1994-04-22 | 1996-06-11 | Modal Systems, Inc. | Reusable mold for constructing housing units and method of use thereof |
| KR100484513B1 (en) * | 2002-11-12 | 2005-04-20 | (주)거혁건설 | The structure of concrete forms constructed for wall and slab |
| KR100747665B1 (en) * | 2006-01-03 | 2007-08-08 | (주)엠씨에스공법 | Concrete mold for slab and construction method of slab using the same |
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| CN103470021B (en) * | 2013-09-29 | 2015-09-16 | 深圳汇林达科技有限公司 | A kind of template quick detach system |
| CN204475837U (en) * | 2014-09-12 | 2015-07-15 | 深圳汇林达科技有限公司 | A kind of loose spelling early tears down and build building mould system |
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