CN104264982B - 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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- CN104264982B CN104264982B CN201410529351.1A CN201410529351A CN104264982B CN 104264982 B CN104264982 B CN 104264982B CN 201410529351 A CN201410529351 A CN 201410529351A CN 104264982 B CN104264982 B CN 104264982B
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- 238000000034 method Methods 0.000 title claims abstract description 14
- 238000009415 formwork Methods 0.000 claims abstract description 100
- 238000005491 wire drawing Methods 0.000 claims abstract description 23
- 210000003195 fascia Anatomy 0.000 claims description 32
- 238000009408 flooring Methods 0.000 claims description 18
- 238000009416 shuttering Methods 0.000 claims description 8
- 238000003032 molecular docking Methods 0.000 claims description 3
- 210000000988 bone and bone Anatomy 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 5
- 230000007306 turnover Effects 0.000 abstract description 3
- 239000000463 material Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000010100 anticoagulation Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/087—Fill-in form panels in the plane of two adjacent forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/085—End form panels for walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/365—Stop-end shutterings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Working Measures On Existing Buildindgs (AREA)
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 near the inner corner trim position of building structure, first non-standard outer wall template is near the external angle position of building structure, make the first vertical setting of types to wire drawing bar group from building structure angle position closer to, improve the template stressing conditions of building structure rotation angle position；The second inside and outside wallboard of standard need not be offered wire drawing rod aperture, immobilization equal to the level interval of wire drawing bar group, highly spacing, standardization, seriation, reduce difficulty of processing and the cost of template, need not repeatedly change with hole when position, improve the turnover utilization rate of template, extend template service life, reduce cost.The structure that bottom gusset, first, second vertical internal corner formwork and lining are constituted, strengthens the structural rigidity of template system, shifts to an earlier date and simplify the horizontal plane school die process of lining, and improve template system builds efficiency.
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.
It addition, in existing template system, the bottom surface of every piece of lining all individually connects in advance with one block of bottom gusset in factory,
The length of the length connected lining bottom surface of every block of bottom gusset is identical, interconnects mutually between two blocks of adjacent bottom gussets
Connect, it is impossible to strengthen the integrally-built rigidity of template system.
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 meeting damage template existing for building mould system is early teared down and built in scattered spelling of the prior art, and manually, material cost is high, drag slow construction speed
And the problem that template system overall structure rigidity can not be strengthened.
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 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 Side fascia
And the second non-standard Side fascia；The width of described second standard lining is more than the width of non-standard lining, outside described second standard
The width of wallboard is more than the width of the second non-standard Side fascia；
Described vertical internal corner formwork includes the first vertical internal corner formwork and the second vertical internal corner formwork of upper and lower docking, described first,
Second vertical internal corner formwork removably connects；Described horizontal structure shuttering system includes bottom gusset；Described second vertical inner corner trim mould
Two connecting portions of plate end with one block of described bottom gusset respectively removably connects, two connections on the described first vertical internal corner formwork
Described with one piece respectively the first standard lining in portion removably connects, described first standard lining, the second standard lining,
All described with the one piece bottom gusset in the bottom surface of three standard linings and non-standard lining removably connects；Described vertical external angle formwork
On the side of described with one piece respectively the first non-standard Side fascia of two connecting portions removably connect, two pieces of described first are non-standard
The other side of Side fascia first standard external wall described with a piece respectively removably connects；
All offer logical in described first standard lining, the 3rd standard lining, the first standard external wall and the 3rd standard external wall
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 standard
The lead to the hole site of 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 in,
On Side fascia relative to two through hole and two back cords in.
Described horizontal structure shuttering system also 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 Os Draconis, described support system includes Adjustable bracing bar and meteor
Hammer；Described level vertical internal corner formwork side is removably attachable to the top of lining, and opposite side is removably attachable to described building
The side of face die plate, described Os Draconis are removably attachable between the relative two piece vertical internal corner formwork of described level, described Os Draconis edge
The alternate setting of length direction of the vertical internal corner formwork of described level, its length direction is parallel with the width of described floor template；Institute
State the first standard floor template to be connected between the vertical internal corner formwork of described level and Os Draconis, described second standard floor template and nonstandard
Quasi-floor template is removably attachable between two adjacent Os Draconis, and described meteor hammer is connected between two adjacent Os Draconis, described can
The top adjusting support bar is detachably connected with described meteor hammer, contacts with flooring bottom it.
The width of the first 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 the described first vertical internal corner formwork, opposite side and the second standard interior wall
The side of plate removably connects.
Described 3rd standard lining is removably connected between the second adjacent standard lining or the both sides of non-standard lining, institute
The position of first, second and third standard external wall stated is the most corresponding with the position of first, second and third standard lining.
Termination, the side internal corner formwork vertical with level of described first standard floor template removably connects, and opposite side termination and Os Draconis can
Dismounting connects.
Described second standard floor template and non-standard floor template are between two adjacent Os Draconis, described second standard floor template
Removably connect with Os Draconis with the two ends of non-standard floor template.
The two adjacent longitudinal median planes of the 3rd standard lining at interval coincide with the central plane of Os Draconis.
Described is detachably connected as pin or bolt connection.
Present invention also offers a kind of scattered spelling and tear down and build the building method of building mould system morning, comprise the following steps:
A, place one piece described second vertical internal corner formwork in the inner corner trim position of building structure, and by its two connecting portion respectively with one
The end of the bottom gusset described in block connects, until bottom gusset and the second vertical internal corner formwork surround a framework knot closed jointly
Structure；
B, on the second vertical internal corner formwork to connecting the described first vertical internal corner formwork, at the first 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；
C, 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；
D, 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, connects one piece of second standard at two pieces of the 3rd described standard linings respectively on the side in the middle direction of described wall plane
Lining；
E, repetition step d, until the space between two piece of the 3rd adjacent standard lining is less than the width of the second standard lining
Time, connect one piece of described non-standard lining according to the concrete width in space；
F, by the bottom surface of the first standard lining, the second standard lining, the 3rd standard lining and non-standard lining all with one
Bottom block, gusset connects；
G, 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；
H, 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；
I, 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 same
Method of attachment, the connection completing remaining wall form is installed；
Back cord is installed and to wire drawing bar group in j, through hole corresponding on inside and outside wallboard；
K, 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 Os Draconis 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 Os Draconis,
The bottom of Adjustable bracing bar is contacted with flooring；
L, at the interval of the vertical internal corner formwork of Os Draconis and level, connect upper first standard floor template；
M, from flooring toward middle direction, between two pieces of adjacent Os Draconis, connect the second standard floor template；
N, repetition step m, during until the gap length of adjacent two pieces of Os Draconis 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.Meanwhile, by the vertical internal corner formwork of bottom gusset and second jointly surround one close framework and body of wall on all in
The structure that wallboard is connected by the vertical internal corner formwork of bottom gusset and first, greatly enhances the overall structure of template system
Rigidity.And, the plane framework surrounded by the vertical internal corner formwork of bottom gusset and second, shift to an earlier date and simplify the water of lining
Plane relatively die process, improve template system builds efficiency.
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.
Fig. 6 is to dissipate shown in Fig. 1 to spell early to tear down and build the vertical internal corner formwork of second in building mould system and bottom gusset, the first vertical inner corner trim
The installation relation schematic diagram of template.
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 6, for a preferred embodiment of the present invention, a kind of scattered spelling early tears down and build building mould system, including vertically tying
Structure template 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 building structure
At inner corner trim, vertical external angle formwork 5 is installed at the external corner of building structure, and the adjacent both sides on vertical internal corner formwork 4 are respectively provided with
Connecting portion 41, the adjacent both sides on vertical external angle formwork 5 is had also to be 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；
Specifically, vertical internal corner formwork 4 includes the vertical internal corner formwork of the first vertical internal corner formwork 40a and second of upper and lower docking
40b, first, second vertical internal corner formwork 40a, 40b removably connect.Horizontal structure shuttering system includes bottom gusset 10；
The two connecting portion 401b of the second vertical internal corner formwork 40b respectively with one piece bottom gusset 10 end removably connect.
Two connecting portion 401a on first vertical internal corner formwork 40a removably connect with one piece of first standard lining 11 respectively, the
The bottom surface of one standard lining the 11, second standard lining the 12, the 3rd standard lining 13 and non-standard lining 14 is all with one
Bottom block, gusset 10 removably connects.Two connecting portions 51 on vertical external angle formwork 5 respectively with one piece of first non-standard Side fascia
The side of 24 removably connects, the other side of two piece of first non-standard Side fascia 24 respectively with one piece of first standard external wall 21
Removably connect.
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 also includes the vertical internal corner formwork of level 7 and floor template 8.Wherein, floor template 8 includes
First standard floor template the 81, second standard floor template 82, non-standard floor template 83 and Os Draconis 84.Support system includes
Adjustable bracing 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, Os Draconis 84 are removably attachable between the relative two piece vertical internal corner formwork of level 7, and Os Draconis 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 Os Draconis 84, the second standard floor template 82 and non-standard flooring mould
Plate 83 is removably attachable between two adjacent Os Draconis 84, and meteor hammer is connected between two adjacent Os Draconis 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 Os Draconis 84.
Second standard floor template 82 and non-standard floor template 83 are between two adjacent Os Draconis 84, the second standard flooring mould
Its two ends of plate 82 and non-standard floor template 83 removably connects with Os Draconis 84.Two the 3rd adjacent standard interior walls at interval
The longitudinal median plane of plate 13 coincides with the central plane of Os Draconis 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.
Meanwhile, a framework closed and body of wall 100 are jointly surrounded by bottom gusset 10 and the second vertical internal corner formwork 40b
On the structure that is connected with the first vertical internal corner formwork 40a by bottom gusset 10 of all linings 1, greatly enhance
The overall structure rigidity of template system.And, the plane framework surrounded with the second vertical internal corner formwork 40b by bottom gusset 10,
Shifting to an earlier date and simplify the horizontal plane relatively die process of lining 1, improve template system builds efficiency.
Above-mentioned scattered spelling tears down and build the building method of building mould system morning, comprises the following steps:
A, the inner corner trim position of building structure place one piece of second vertical internal corner formwork 40b, and by its two connecting portion 401b respectively with
The end of one block of bottom gusset 10 connects, until bottom gusset 10 and the second vertical internal corner formwork 40b surrounds a closing jointly
Frame structure；
B, on the second vertical internal corner formwork 40b to connecting the first vertical internal corner formwork 40a, at the first vertical internal corner formwork 40a
One piece of first standard lining 11 is connected on the connecting portion in direction in the middle of wall plane；
C, 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；
D, 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, on the side in the middle direction of body of wall 100 plane, connect one piece of second standard interior wall at two piece of the 3rd standard lining 13 respectively
Plate 12；
E, repetition step 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, by the first standard lining the 11, second standard lining the 12, the 3rd standard lining 13 and non-standard lining 14
Bottom surface all with one piece bottom gusset 10 be connected；
G, 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；
H, 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；
I, 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 j, through hole corresponding on inside and outside wallboard 1,2；
K, 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 Os Draconis 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 Os Draconis 84, by Adjustable bracing bar 301
Top is connected with meteor hammer, is contacted with flooring 100 bottom of Adjustable bracing bar 301；
L, at the interval of Os Draconis 84 and horizontal plate internal corner formwork 7, connect upper first standard floor template 81；
M, from flooring toward middle direction, between two pieces of adjacent Os Draconis 84, connect the second standard floor template 82；
N, repetition step m, during until the gap length of adjacent two pieces of Os Draconis 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 in the spirit and principles in the present invention
Within any amendment, equivalent and the improvement etc. made, should be included within the scope of the present invention.
Claims (2)
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 vertical internal corner formwork includes the first vertical internal corner formwork and the second vertical internal corner formwork of upper and lower docking, described first,
Second vertical internal corner formwork removably connects；Described horizontal structure shuttering system includes bottom gusset；Described second vertical inner corner trim mould
Two connecting portions of plate end with one block of described bottom gusset respectively removably connects, and two on the described first vertical internal corner formwork are even
The the first standard lining meeting portion described with one piece respectively removably connects, described first standard lining, the second standard lining,
All described with the one piece bottom gusset in the bottom surface of the 3rd standard lining and non-standard lining removably connects；Described vertical external corner
The side of the first non-standard Side fascia that two connecting portions in template are described with a piece respectively removably connects, two pieces described first
The other side of non-standard Side fascia 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, 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 also includes the vertical internal corner formwork of level and floor template, and described floor template includes the first mark
Quasi-floor template, the second standard floor template, non-standard floor template and Os Draconis, described support system include Adjustable bracing bar and
Meteor hammer；Described level vertical internal corner formwork side is removably attachable to the top of lining, and opposite side is removably attachable to
The side of described floor template, described Os Draconis are removably attachable between the relative two piece vertical internal corner formwork of described level, institute
State the width side of the Os Draconis alternate setting of length direction along the vertical internal corner formwork of described level, its length direction and described floor template
To parallel；Described first standard floor template is connected between the vertical internal corner formwork of described level and Os Draconis, described second standard building
Face die plate and non-standard floor template are removably attachable between two adjacent Os Draconis, and described meteor hammer is connected to two adjacent dragons
Between bone, the top of described Adjustable bracing bar is detachably connected with described meteor hammer, contacts with flooring bottom it；
The width of the first non-standard Side fascia 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, in opposite side and the second standard with the described first vertical internal corner formwork
The side of wallboard removably connects；
Described 3rd standard lining is removably connected between the second adjacent standard lining or the both sides of non-standard lining,
The position of first, second and third described standard external wall is the most corresponding with the position of first, second and third standard lining；
Termination, the side internal corner formwork vertical with level of described first standard floor template removably connects, opposite side termination and Os Draconis
Removably connect；
Described second standard floor template and non-standard floor template are between two adjacent Os Draconis, described second standard flooring mould
The two ends of plate and non-standard floor template removably connects with Os Draconis；
The two adjacent longitudinal median planes of the 3rd standard lining at interval coincide with the central plane of Os Draconis；
Described is detachably connected as pin or bolt connection.
2. as claimed in claim 1 dissipating spells the building method early tearing down and building building mould system, comprises the following steps:
A, place one piece described second vertical internal corner formwork in the inner corner trim position of building structure, and by its two connecting portion respectively with one
The end of the bottom gusset described in block connects, until bottom gusset and the second vertical internal corner formwork surround a framework closed jointly
Structure；
B, on the second vertical internal corner formwork to connecting the described first vertical internal corner formwork, at the first 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；
C, 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；
D, 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, connects one piece of second mark at two pieces of the 3rd described standard linings respectively on the side in the middle direction of described wall plane
Quasi-lining；
E, repetition step d, until the space between two piece of the 3rd adjacent standard lining is less than the width of the second standard lining
Time, connect one piece of described non-standard lining according to the concrete width in space；
F, by the bottom surface of the first standard lining, the second standard lining, the 3rd standard lining and non-standard lining all with one
Bottom block, gusset connects；
G, 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；
H, 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；
I, 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,
Concrete width according to space connects one piece of second non-standard Side fascia, and the template i.e. completing a body of wall connects；Then according to same
The method of attachment of sample, the connection completing remaining wall form is installed；
Back cord is installed and to wire drawing bar group in j, through hole corresponding on inside and outside wallboard；
K, 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 Os Draconis 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 Os Draconis, by the top of Adjustable bracing bar with meteor hammer even
Connect, the bottom of Adjustable bracing bar is contacted with flooring；
L, at the interval of the vertical internal corner formwork of Os Draconis and level, connect upper first standard floor template；
M, from flooring toward middle direction, between two pieces of adjacent Os Draconis, connect the second standard floor template；
N, repetition step m, during until the gap length of adjacent two pieces of Os Draconis is less than the length of the second standard floor template, according to sky
The concrete width of gap connects non-standard floor template.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410529351.1A CN104264982B (en) | 2014-10-09 | 2014-10-09 | A kind of scattered spelling early tears down and build building mould system and building method thereof |
| SG11201604275RA SG11201604275RA (en) | 2014-10-09 | 2014-11-17 | Assembled early-removal building formwork system and erecting method thereof |
| PCT/CN2014/091243 WO2016054849A1 (en) | 2014-10-09 | 2014-11-17 | Assembled early-removal building formwork system and erecting method thereof |
| EP14903527.1A EP3205790A4 (en) | 2014-10-09 | 2014-11-17 | Assembled early-removal building formwork system and erecting method thereof |
| US15/185,057 US20160298344A1 (en) | 2014-10-09 | 2016-06-17 | Assembling and dismantling-beforehand structural template system and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410529351.1A CN104264982B (en) | 2014-10-09 | 2014-10-09 | A kind of scattered spelling early tears down and build building mould system and building method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104264982A CN104264982A (en) | 2015-01-07 |
| CN104264982B true CN104264982B (en) | 2016-08-17 |
Family
ID=52156544
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410529351.1A Active CN104264982B (en) | 2014-10-09 | 2014-10-09 | A kind of scattered spelling early tears down and build building mould system and building method thereof |
Country Status (5)
| Country | Link |
|---|---|
| US (1) | US20160298344A1 (en) |
| EP (1) | EP3205790A4 (en) |
| CN (1) | CN104264982B (en) |
| SG (1) | SG11201604275RA (en) |
| WO (1) | WO2016054849A1 (en) |
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| CN108086589A (en) * | 2016-11-23 | 2018-05-29 | 北京清华同衡规划设计研究院有限公司 | Precast wall body, prefabricated unit body, building system and its construction method |
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-
2014
- 2014-10-09 CN CN201410529351.1A patent/CN104264982B/en active Active
- 2014-11-17 SG SG11201604275RA patent/SG11201604275RA/en unknown
- 2014-11-17 WO PCT/CN2014/091243 patent/WO2016054849A1/en active Application Filing
- 2014-11-17 EP EP14903527.1A patent/EP3205790A4/en not_active Withdrawn
-
2016
- 2016-06-17 US US15/185,057 patent/US20160298344A1/en not_active Abandoned
Also Published As
| Publication number | Publication date |
|---|---|
| EP3205790A4 (en) | 2018-04-04 |
| EP3205790A1 (en) | 2017-08-16 |
| US20160298344A1 (en) | 2016-10-13 |
| WO2016054849A1 (en) | 2016-04-14 |
| SG11201604275RA (en) | 2016-07-28 |
| CN104264982A (en) | 2015-01-07 |
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