CN104264982A - Assembled early-detached building template system and setup method thereof - Google Patents
Assembled early-detached building template system and setup method thereof Download PDFInfo
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- CN104264982A CN104264982A CN201410529351.1A CN201410529351A CN104264982A CN 104264982 A CN104264982 A CN 104264982A CN 201410529351 A CN201410529351 A CN 201410529351A CN 104264982 A CN104264982 A CN 104264982A
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- 238000000034 method Methods 0.000 title claims abstract description 14
- 238000005491 wire drawing Methods 0.000 claims abstract description 23
- 238000009415 formwork Methods 0.000 claims description 108
- 210000003195 fascia Anatomy 0.000 claims description 27
- 238000009408 flooring Methods 0.000 claims description 14
- 238000010276 construction Methods 0.000 claims description 10
- 238000009416 shuttering Methods 0.000 claims description 9
- 238000003032 molecular docking Methods 0.000 claims description 3
- 230000007306 turnover Effects 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract 1
- 230000002035 prolonged effect Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- 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 invention is applicable to the technical field of building construction and provides an assembled early-detached building template system and a setup method thereof. In the template system, a first standard internal-wall template is close to the internal-corner position of a building structure, and a first non-standard external-wall template is close to the external-corner position of the building structure, so that a first vertical is closer to a wire drawing rod rather than the building structure, and stress of the template at the corner position of the building structure is improved. Wire drawing rod holes are arranged in second standard internal and external wallboards, the horizontal distance and the height distance of the wire drawing rod group are fixed, standardized and serialized, and processing difficulty and cost of templates are lowered. Meanwhile, hole positions have no need to be repeatedly changed, turnover rate of the templates is increased, service lives of the templates are prolonged and cost is reduced. With the bottom angle plate, the first vertical internal-corner template, the second vertical internal-corner template and the inner wallboard, structural rigidity of the template system is enhanced, the horizontal-plane template correcting procedure of the inner wallboard is simplified in advance, and setup efficiency of the template system is improved.
Description
Technical field
The invention belongs to construction engineering technical field, particularly relate to a kind of loose spelling and early tear down and build building mould system and building method thereof.
Background technology
Along with the development of builing industry, the proportion of high-rise cast-in-place concrete structure increases day by day, and template system has become the instrument or equipment that often use in building operations.In loose spelling early-dismantling formwork system, be mainly included in the inside and outside wallboard that vertical plane is intervally arranged and the floor plate of arranging in the horizontal plane, in the middle of inside and outside wallboard, form body of wall after placing of concrete, on floor plate, placing of concrete forms flooring.In construction formwork system, vertical direction on wallboard has some through holes, through hole correspondence on inside and outside wallboard is arranged, wear in through hole and two wallboards can be fixedly connected with wire drawing bar group, after pouring into concrete, the through-hole spacing that wallboard is offered is less, installation larger to wire drawing bar group, thus can resist concrete lateral pressure better.Due to gravity, bottom body of wall, template is born the extruding force that the concrete extruding force template corresponding relative to other positions of body of wall bear and is wanted large, therefore the density that the through hole in corresponding bottom body of wall template is offered is comparatively large, thus to install within the specific limits more to wire drawing bar group to resist concrete lateral pressure; At body of wall tip position, due to the concrete gravity of flooring, also need peace floor template system to have stable structure intensity, occur the bad problems such as crack to avoid flooring.In existing construction formwork system, the width of wallboard is equal, when arranging, all arranges successively from a direction toward other direction, until the position of arrangement is unable to hold during one block of wallboard, adopts the wallboard arrangement of one piece of other width.But after the height of body of wall or the thickness of body of wall change, body of wall and flooring can change to the extruding force of wallboard, and height or the thickness of body of wall are larger, and angle position and the flooring of body of wall more easily occur the bad problems such as crack.Therefore, need according to specific circumstances, do corresponding adjustment to the through hole interval on wallboard, solution first fills up the through hole on original wallboard, and then offer new through hole.But this can produce damage to template, and a large amount of manpower and materials need be spent for filling up through hole and offering new through hole, adds artificial and material cost, has dragged slowly construction speed.Certainly also can the width of every block wallboard be done enough little, thus the through hole distance reduced in horizontal direction on two blocks of wallboards, or the interval in the hole of vertical direction is arranged enough close, thus more multipair wire drawing bar group can be loaded to obtain enough power to resist higher walls concrete to the extruding force of wallboard, but this needs to install a large amount of to wire drawing bar group, need spend a large amount of artificial and material costs equally.
In addition, in existing template system, the bottom surface of every block inner wall panel connects in advance with one block of bottom gusset all separately in factory, bottom every block, the length of the length of gusset connected inner wall panel bottom surface is identical, be not interconnected between two blocks of adjacent bottom gussets, the integrally-built rigidity of template system can not be strengthened.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of loose spelling early to tear down and build building mould system and building method thereof, be intended to solve and of the prior artly loosely spell the meeting damage template of early tearing down and building existing for building mould system, artificial, material cost is high, drag slow construction speed and can not strengthen the problem of template system overall structure rigidity.
The present invention is achieved in that providing a kind of loose spelling early tears down and build building mould system, comprises vertical structure template system, horizontal structure shuttering system and support system; Described vertical structure template system comprise inner wall panel, side fascia, to wire drawing bar group, vertical internal corner formwork, vertical external angle formwork and back cord, described back cord is flatly installed on the relative position of described inside and outside wallboard, described vertical internal corner formwork is installed on the inner corner trim place of building structure, described vertical external angle formwork is installed on the external corner place of building structure, adjacent both sides on described vertical internal corner formwork are respectively arranged with connecting portion, and the adjacent both sides on described vertical external angle formwork are also respectively arranged with connecting portion; Described inner wall panel comprises the first standard inner wall panel, the second standard inner wall panel, the 3rd standard inner wall panel and non-standard inner wall panel, and described side fascia comprises 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 inner wall panel is greater than the width of non-standard inner wall panel, and the width of described second standard external wall is greater than the width of the second non-standard side fascia;
Described vertical internal corner formwork comprises the first vertical internal corner formwork and the second vertical internal corner formwork of upper and lower docking, and first, second vertical internal corner formwork described removably connects; Described horizontal structure shuttering system comprises bottom gusset; Two connecting portions of the described second vertical internal corner formwork removably connect with the end of one block of described bottom gusset respectively, two connecting portions on described first vertical internal corner formwork removably connect with the first standard inner wall panel described in a piece respectively, and the bottom surface of described first standard inner wall panel, the second standard inner wall panel, the 3rd standard inner wall panel and non-standard inner wall panel all removably connects with the bottom gusset described in a piece; Two connecting portions on described vertical external angle formwork removably connect with the side of the first non-standard side fascia described in a piece respectively, and described first standard external wall removably connects with one piece respectively in the other side of the described in two pieces first non-standard side fascia;
Described first standard inner wall panel, the 3rd standard inner wall panel, the first standard external wall and the 3rd standard external wall all offer through hole, the lead to the hole site of described first standard inner wall panel is corresponding with the lead to the hole site of described first standard external wall, the lead to the hole site of described 3rd standard inner wall panel is corresponding with the lead to the hole site of described 3rd standard external wall, to be describedly arranged on described inside and outside wallboard in relative two through hole and two back cords to wire drawing bar group.
Further, described horizontal structure shuttering system also comprises horizontal vertical to internal corner formwork and floor template, described floor template comprises the first standard floor template, the second standard floor template, non-standard floor template and keel, and described support system comprises Adjustable bracing bar and meteor hammer; Described horizontal vertical is removably connected to the top of inner wall panel to internal corner formwork side, opposite side is removably connected to the side of described floor template, described keel are removably connected to two pieces of relative described horizontal verticals between internal corner formwork, described keel are along described horizontal vertical to the alternate setting of the length direction of internal corner formwork, and its length direction is parallel with the width of described floor template; Described first standard floor template is connected to described horizontal vertical between internal corner formwork and keel, described second standard floor template and non-standard floor template are removably connected between two adjacent keel, described meteor hammer is connected between two adjacent keel, the top of described Adjustable bracing bar is removably connected with described meteor hammer, contacts bottom it with flooring.
Further, 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.
Further, the side of described first standard inner wall panel and the described first vertical internal corner formwork removably connect, and the side of opposite side and the second standard inner wall panel removably connects.
Further, described 3rd standard inner wall panel is removably connected between the second adjacent standard inner wall panel or the both sides of non-standard inner wall panel, and the position of first, second and third described standard external wall is corresponding one by one with the position of first, second and third standard inner wall panel.
Further, termination, side and the horizontal internal corner formwork of described first standard floor template removably connect, and opposite side termination and keel removably connect.
Further, described second standard floor template and non-standard floor template are between two adjacent keel, and two ends and the keel of described second standard floor template and non-standard floor template removably connect.
Further, two of the interval adjacent longitudinal median planes of the 3rd standard inner wall panel and the central plane of keel coincide.
Further, describedly pin is detachably connected as or bolt connects.
Further, present invention also offers the building method that building mould system is is early teared down and built in a kind of loose spelling, comprise the following steps:
A, place the vertical internal corner formwork of second described in one piece in the inner corner trim position of building structure, and be connected with the end of the bottom gusset described in a piece respectively by its two connecting portion, until bottom gusset and the second vertical internal corner formwork surround a closed frame construction jointly;
B, on the second vertical internal corner formwork to connecting the described first vertical internal corner formwork, the first vertical internal corner formwork toward described wall plane third side to connecting portion on connect the first standard inner wall panel described in one piece;
C, respectively the first described standard inner wall panel toward described wall plane third side to side on connect one piece of second standard inner wall panel;
D, respectively the second described standard inner wall panel toward described wall plane third side to side on connect one piece of the 3rd standard inner wall panel, respectively the 3rd standard inner wall panel described in two pieces toward described wall plane third side to side on connect one piece of second standard inner wall panel;
E, repetition steps d, until when the space between adjacent two piece of the 3rd standard inner wall panel is less than the width of the second standard inner wall panel, connect one piece of described non-standard inner wall panel according to the concrete width in space;
F, by the bottom surface of the first standard inner wall panel, the second standard inner wall panel, the 3rd standard inner wall panel and non-standard inner wall panel all with one piece bottom gusset be connected;
G, place the vertical external angle formwork described in a piece at the external angle position of building structure, respectively described vertical external angle formwork toward described wall plane third side to connecting portion on connect one piece described in the first non-standard side fascia;
H, in wall face position corresponding to first, second and third described standard inner wall panel, first, second and third corresponding standard external wall is installed respectively;
I is until when space between adjacent the 3rd standard external wall of exterior wall plane is less than the width of the second standard external wall, connect one piece of second non-standard side fascia according to the concrete width in space, the template namely completing a body of wall connects; Then according to same method of attachment, the connection of all the other wall forms is completed;
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 inner wall panel, enclose horizontal internal corner formwork, between two relative described horizontal internal corner formworks, and the fore-and-aft plane of the described 3rd standard inner wall panel that aligns installs keel, by prescribed distance, Adjustable bracing bar is installed along its length in the below of each bar keel, between two adjacent keel, meteor hammer is installed, the top of Adjustable bracing bar is connected with meteor hammer, the bottom of Adjustable bracing bar is contacted with flooring;
L, interval at keel and horizontal internal corner formwork, connect upper first standard floor template;
M, from flooring toward third side to, between adjacent two pieces of keel connect on the second standard floor template;
N, repetition step m, until when the gap length of adjacent two pieces of keel is less than the length of the second standard floor template, the concrete width according to space connects non-standard floor template.
The present invention compared with prior art, beneficial effect is: the first standard inside wall formwork of the present invention is removably connected to the inner corner trim position near building structure, first non-standard outer wall template is removably connected 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 more close to, greatly improve the template stressing conditions of building structure rotation angle position; In this template system, the inside and outside wallboard of the second 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, cut down finished cost, need not repeatedly change with hole when position, improve the turnover utilization rate of template, extend template application life, the overall cost of construction formwork is reduced greatly.Simultaneously, jointly surround by bottom gusset and the second vertical internal corner formwork the structure that all inner wall panels on a closed framework and body of wall are connected with the first vertical internal corner formwork by bottom gusset, strengthen the overall structure rigidity of template system widely.And the plane framework surrounded by bottom gusset and the second vertical internal corner formwork, shift to an earlier date and simplify the horizontal plane comparatively die process of inner wall panel, what improve template system builds efficiency.
Accompanying drawing explanation
Fig. 1 is that loose spelling of one that the embodiment of the present invention provides early tears down and build building mould system placing of concrete, forms the sectional perspective structural representation after body of wall.
Fig. 2 is that loose spelling of one that the embodiment of the present invention provides early tears down and build building mould system placing of concrete, forms the longitudinal cross-sectional schematic after body of wall.
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 loosely shown in Fig. 1 spells the installation relation schematic diagram early tearing down and building the vertical internal corner formwork of second in building mould system and bottom gusset, the first vertical internal corner formwork.
Detailed description of the invention
In order to make technical problem to be solved by this invention, technical scheme and beneficial effect clearly understand, below in conjunction with drawings and Examples, the present invention is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the present invention, be not intended to limit the present invention.
As shown in Figures 1 to 6, be a preferred embodiment of the present invention, a kind of loose spelling early tears down and build building mould system, comprises vertical structure template system, horizontal structure shuttering system and support system.
Vertical structure template system comprise inner wall panel 1, side fascia 2, to wire drawing bar group 3, vertical internal corner formwork 4, vertical external angle formwork 5 and back cord 6.
Back cord 6 is flatly installed on inside and outside wallboard 1,2 relative positions, vertical internal corner formwork 4 is installed on the inner corner trim place of building structure, vertical external angle formwork 5 is installed on the external corner place of building structure, adjacent both sides on vertical internal corner formwork 4 are 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.
Inner wall panel 1 comprises the first standard inner wall panel 11, second standard inner wall panel 12, the 3rd standard inner wall panel 13 and non-standard inner wall panel 14.Side fascia 2 comprises the first standard external wall 21, second standard external wall 22, the 3rd standard external wall 23, first non-standard side fascia 24 and the second non-standard side fascia 25.The width of the second standard inner wall panel 12 is greater than the width of non-standard inner wall panel 14, and the width of the second standard external wall 22 is greater than the width of the second non-standard side fascia 25;
Particularly, vertical internal corner formwork 4 comprises the vertical internal corner formwork 40b of the first vertical internal corner formwork 40a and second of upper and lower docking, and first, second vertical internal corner formwork 40a, 40b removably connect.Horizontal structure shuttering system comprises bottom gusset 10; The two connecting portion 401b of the second vertical internal corner formwork 40b removably connect with the end of one block of bottom gusset 10 respectively.
Two connecting portion 401a on first vertical internal corner formwork 40a removably connect with one piece of first standard inner wall panel 11 respectively, and the bottom surface of the first standard inner wall panel 11, second standard inner wall panel 12, the 3rd standard inner wall panel 13 and non-standard inner wall panel 14 all removably connects with one block of bottom gusset 10.The side of non-standard side fascia 24 removably connects two connecting portions 51 on vertical external angle formwork 5 with one piece first respectively, and the other side of two piece of first non-standard side fascia 24 removably connects with one piece of first standard external wall 21 respectively.
First standard inner wall panel 11, the 3rd standard inner wall panel 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 inner wall panel 11 is corresponding with the lead to the hole site of the first standard external wall 21, the lead to the hole site of the 3rd standard inner wall panel 13 is corresponding with the lead to the hole site of the 3rd standard external wall 23, to be arranged on inside and outside wallboard 1,2 in relative two through hole and two back cords 6 to wire drawing bar group 3.
Above-mentioned horizontal structure shuttering system also comprises horizontal vertical to internal corner formwork 7 and floor template 8.Wherein, floor template 8 comprises the first standard floor template 81, second standard floor template 82, non-standard floor template 83 and keel 84.Support system comprises Adjustable bracing bar 301 and meteor hammer (not shown).
Horizontal vertical is removably connected to the top of inner wall panel 1 to internal corner formwork 7 side, opposite side is removably connected to the side of floor template 8, keel 84 are removably connected to two pieces of relative horizontal verticals between internal corner formwork 7, the length direction alternate setting of keel 84 along horizontal vertical to internal corner formwork 7, its length direction is parallel with the width of floor template 8.First standard floor template 81 is connected to horizontal vertical between internal corner formwork 7 and keel 84, second standard floor template 82 and non-standard floor template 83 are removably connected between two adjacent keel 84, meteor hammer is connected between two adjacent keel 84, the top of Adjustable bracing bar 301 is removably connected with meteor hammer, contacts bottom it with flooring 200.
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.Side and the vertical internal corner formwork 4 of the first standard inner wall panel 11 removably connect, and the side of opposite side and the second standard inner wall panel 12 removably connects.3rd standard inner wall panel 13 is removably connected between the second adjacent standard inner wall panel 12 or the both sides of non-standard inner wall panel 14, and the position of first, second and third standard external wall 21,22,23 is corresponding one by one with the position of first, second and third standard inner wall panel 11,12,13.Termination, side and the horizontal internal corner formwork 4 of the first standard floor template 81 removably connect, and opposite side termination and keel 84 removably connect.
Second standard floor template 82 and non-standard floor template 83 are between two adjacent keel 84, and its two ends and the keel 84 of the second standard floor template 82 and non-standard floor template 83 removably connect.The two adjacent longitudinal median planes of the 3rd standard inner wall panel 13 at interval and the central plane of keel 84 coincide.
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 connected to the inner corner trim position near building structure, first non-standard outer wall template 24 is removably connected to the external angle position near building structure, make the first vertical setting of types to wire drawing bar group 3 from building structure angle position more close to, greatly improve the template stressing conditions of building structure rotation angle position; In this template system, the inside and outside wallboard 12,22 of the second standard need not be offered wire drawing rod aperture.In this template system, to the level interval of wire drawing bar group 3, the highly equal immobilization of spacing, standardization, seriation, greatly reduce the difficulty of processing of template, cut down finished cost, need not repeatedly change with hole when position, improve the turnover utilization rate of template, extend template application life, the overall cost of construction formwork is reduced greatly.In actual use, the height of body of wall or thickness have a variety of, when the height of body of wall exceed or lower than this altitude range time, the template system that another set of via densities is different can be designed.Because the height of the body of wall of each floor in reality or thickness can not differ too large substantially, therefore design a few cover and can tackle the various bodies of wall run in actual application.
Simultaneously, jointly surround by bottom gusset 10 and the second vertical internal corner formwork 40b the structure that all inner wall panels 1 on a closed framework and body of wall 100 are connected with the first vertical internal corner formwork 40a by bottom gusset 10, strengthen the overall structure rigidity of template system widely.And the plane framework surrounded by bottom gusset 10 and the second vertical internal corner formwork 40b, shift to an earlier date and simplify the horizontal plane comparatively die process of inner wall panel 1, what improve template system builds efficiency.
The building method of building mould system is is early teared down and built in above-mentioned loose spelling, comprises the following steps:
A, place one piece of second vertical internal corner formwork 40b in the inner corner trim position of building structure, and be connected with the end of one block of bottom gusset 10 respectively by its two connecting portion 401b, until bottom gusset 10 and the second vertical internal corner formwork 40b surround a closed frame construction jointly;
B, on the second vertical internal corner formwork 40b to connecting the first vertical internal corner formwork 40a, the first vertical internal corner formwork 40a toward wall plane third side to connecting portion on connect one piece of first standard inner wall panel 11;
C, respectively the first standard inner wall panel 11 toward body of wall 100 plane third side to side on connect one piece of second standard inner wall panel 12;
D, respectively the second standard inner wall panel 12 toward body of wall 100 plane third side to side on connect one piece of the 3rd standard inner wall panel 13, respectively two piece of the 3rd standard inner wall panel 13 toward body of wall 100 plane third side to side on connect one piece of second standard inner wall panel 12;
E, repetition steps d, until when the space between adjacent two piece of the 3rd standard inner wall panel 13 is less than the width of the second standard inner wall panel 12, connect one piece of non-standard inner wall panel 14 according to the concrete width in space;
F, by the bottom surface of the first standard inner wall panel 11, second standard inner wall panel 12, the 3rd standard inner wall panel 13 and non-standard inner wall panel 14 all with one piece bottom gusset 10 be connected;
G, place one piece of vertical external angle formwork 5 at the external angle position of building structure, respectively vertical external angle formwork 5 toward body of wall 400 plane third side to connecting portion on connect one piece of first non-standard side fascia 24;
H, in the wall face position of first, second and third standard inner wall panel 11,12,13 correspondence, first, second and third corresponding standard external wall 21,22,23 is installed respectively;
I is until when 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, connect one piece of second non-standard side fascia 25 according to the concrete width in space, the template namely completing a body of wall 100 connects; Then according to same method of attachment, the connection of all the other wall forms 400 is completed;
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 inner wall panel 1, enclose horizontal internal corner formwork 7, between two relative horizontal internal corner formworks 7, and the fore-and-aft plane of alignment the 3rd standard inner wall panel 13 installs keel 84, by prescribed distance, Adjustable bracing bar 301 is installed along its length in the below of each bar keel 84, between two adjacent keel 84, meteor hammer is installed, the top of Adjustable bracing bar 301 is connected with meteor hammer, the bottom of Adjustable bracing bar 301 is contacted with flooring 100;
L, at keel 84 interval with level board internal corner formwork 7, connect upper first standard floor template 81;
M, from flooring toward third side to, between adjacent two pieces of keel 84 connect on the second standard floor template 82;
N, repetition step m, until when the gap length of adjacent two pieces of keel 84 is less than the length of the second standard floor template 82, connect non-standard floor template 83 according to the concrete width in space.
The foregoing is only preferred embodiment of the present invention, not in order to limit the present invention, all any amendments done within the spirit and principles in the present invention, equivalent replacement and improvement etc., all should be included within protection scope of the present invention.
Claims (10)
1. loose spelling early tears down and build a building mould system, comprises vertical structure template system, horizontal structure shuttering system and support system; Described vertical structure template system comprise inner wall panel, side fascia, to wire drawing bar group, vertical internal corner formwork, vertical external angle formwork and back cord, described back cord is flatly installed on the relative position of described inside and outside wallboard, described vertical internal corner formwork is installed on the inner corner trim place of building structure, described vertical external angle formwork is installed on the external corner place of building structure, adjacent both sides on described vertical internal corner formwork 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 characterized in that, described inner wall panel comprises the first standard inner wall panel, the second standard inner wall panel, the 3rd standard inner wall panel and non-standard inner wall panel, and described side fascia comprises 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 inner wall panel is greater than the width of non-standard inner wall panel, and the width of described second standard external wall is greater than the width of the second non-standard side fascia;
Described vertical internal corner formwork comprises the first vertical internal corner formwork and the second vertical internal corner formwork of upper and lower docking, and first, second vertical internal corner formwork described removably connects; Described horizontal structure shuttering system comprises bottom gusset; Two connecting portions of the described second vertical internal corner formwork removably connect with the end of one block of described bottom gusset respectively, two connecting portions on described first vertical internal corner formwork removably connect with the first standard inner wall panel described in a piece respectively, and the bottom surface of described first standard inner wall panel, the second standard inner wall panel, the 3rd standard inner wall panel and non-standard inner wall panel all removably connects with the bottom gusset described in a piece; Two connecting portions on described vertical external angle formwork removably connect with the side of the first non-standard side fascia described in a piece respectively, and described first standard external wall removably connects with one piece respectively in the other side of the described in two pieces first non-standard side fascia;
Described first standard inner wall panel, the 3rd standard inner wall panel, the first standard external wall and the 3rd standard external wall all offer through hole, the lead to the hole site of described first standard inner wall panel is corresponding with the lead to the hole site of described first standard external wall, the lead to the hole site of described 3rd standard inner wall panel is corresponding with the lead to the hole site of described 3rd standard external wall, to be describedly arranged on described inside and outside wallboard in relative two through hole and two back cords to wire drawing bar group.
2. loose spelling as claimed in claim 1 early tears down and build building mould system, it is characterized in that, described horizontal structure shuttering system also comprises horizontal vertical to internal corner formwork and floor template, described floor template comprises the first standard floor template, the second standard floor template, non-standard floor template and keel, and described support system comprises Adjustable bracing bar and meteor hammer; Described horizontal vertical is removably connected to the top of inner wall panel to internal corner formwork side, opposite side is removably connected to the side of described floor template, described keel are removably connected to two pieces of relative described horizontal verticals between internal corner formwork, described keel are along described horizontal vertical to the alternate setting of the length direction of internal corner formwork, and its length direction is parallel with the width of described floor template; Described first standard floor template is connected to described horizontal vertical between internal corner formwork and keel, described second standard floor template and non-standard floor template are removably connected between two adjacent keel, described meteor hammer is connected between two adjacent keel, the top of described Adjustable bracing bar is removably connected with described meteor hammer, contacts bottom it with flooring.
3. a kind of loose spelling as claimed in claim 1 or 2 early tears down and build building mould system, and it is characterized in that, the width of the described first non-standard outer wall template is described vertical internal corner formwork width and thickness of wall body sum of the two.
4. a kind of loose spelling as claimed in claim 1 or 2 early tears down and build building mould system, and it is characterized in that, the side of described first standard inner wall panel and the described first vertical internal corner formwork removably connect, and the side of opposite side and the second standard inner wall panel removably connects.
5. a kind of loose spelling as claimed in claim 1 or 2 early tears down and build building mould system, it is characterized in that, described 3rd standard inner wall panel is removably connected between the second adjacent standard inner wall panel or the both sides of non-standard inner wall panel, and the position of first, second and third described standard external wall is corresponding one by one with the position of first, second and third standard inner wall panel.
6. a kind of loose spelling as claimed in claim 2 early tears down and build building mould system, and it is characterized in that, termination, side and the horizontal internal corner formwork of described first standard floor template removably connect, and opposite side termination and keel removably connect.
7. a kind of loose spelling as claimed in claim 2 early tears down and build building mould system, it is characterized in that, described second standard floor template and non-standard floor template are between two adjacent keel, and two ends and the keel of described second standard floor template and non-standard floor template removably connect.
8. as claimed in claim 2 a kind of loose spelling early tears down and build building mould system, it is characterized in that, the two adjacent longitudinal median planes of the 3rd standard inner wall panel at interval and the central plane of keel coincide.
9. loose spelling as claimed in claim 1 or 2 early tears down and build building mould system, it is characterized in that, described is detachably connected as pin or bolt connection.
10. a building method for building mould system is is early teared down and built in loose spelling as claimed in claim 2, comprises the following steps:
A, place the vertical internal corner formwork of second described in one piece in the inner corner trim position of building structure, and be connected with the end of the bottom gusset described in a piece respectively by its two connecting portion, until bottom gusset and the second vertical internal corner formwork surround a closed frame construction jointly;
B, on the second vertical internal corner formwork to connecting the described first vertical internal corner formwork, the first vertical internal corner formwork toward described wall plane third side to connecting portion on connect the first standard inner wall panel described in one piece;
C, respectively the first described standard inner wall panel toward described wall plane third side to side on connect one piece of second standard inner wall panel;
D, respectively the second described standard inner wall panel toward described wall plane third side to side on connect one piece of the 3rd standard inner wall panel, respectively the 3rd standard inner wall panel described in two pieces toward described wall plane third side to side on connect one piece of second standard inner wall panel;
E, repetition steps d, until when the space between adjacent two piece of the 3rd standard inner wall panel is less than the width of the second standard inner wall panel, connect one piece of described non-standard inner wall panel according to the concrete width in space;
F, by the bottom surface of the first standard inner wall panel, the second standard inner wall panel, the 3rd standard inner wall panel and non-standard inner wall panel all with one piece bottom gusset be connected;
G, place the vertical external angle formwork described in a piece at the external angle position of building structure, respectively described vertical external angle formwork toward described wall plane third side to connecting portion on connect one piece described in the first non-standard side fascia;
H, in wall face position corresponding to first, second and third described standard inner wall panel, first, second and third corresponding standard external wall is installed respectively;
I is until when space between adjacent the 3rd standard external wall of exterior wall plane is less than the width of the second standard external wall, connect one piece of second non-standard side fascia according to the concrete width in space, the template namely completing a body of wall connects; Then according to same method of attachment, the connection of all the other wall forms is completed;
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 inner wall panel, enclose horizontal internal corner formwork, between two relative described horizontal internal corner formworks, and the fore-and-aft plane of the described 3rd standard inner wall panel that aligns installs keel, by prescribed distance, Adjustable bracing bar is installed along its length in the below of each bar keel, between two adjacent keel, meteor hammer is installed, the top of Adjustable bracing bar is connected with meteor hammer, the bottom of Adjustable bracing bar is contacted with flooring;
L, interval at keel and horizontal internal corner formwork, connect upper first standard floor template;
M, from flooring toward third side to, between adjacent two pieces of keel connect on the second standard floor template;
N, repetition step m, until when the gap length of adjacent two pieces of keel is less than the length of the second standard floor template, the concrete width according to space 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 |
| EP14903527.1A EP3205790A4 (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 |
| SG11201604275RA SG11201604275RA (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 true CN104264982A (en) | 2015-01-07 |
| CN104264982B 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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Also Published As
| Publication number | Publication date |
|---|---|
| EP3205790A1 (en) | 2017-08-16 |
| SG11201604275RA (en) | 2016-07-28 |
| EP3205790A4 (en) | 2018-04-04 |
| CN104264982B (en) | 2016-08-17 |
| US20160298344A1 (en) | 2016-10-13 |
| WO2016054849A1 (en) | 2016-04-14 |
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