CN102383590A - Combined system of split building template - Google Patents
Combined system of split building template Download PDFInfo
- Publication number
- CN102383590A CN102383590A CN2011102307754A CN201110230775A CN102383590A CN 102383590 A CN102383590 A CN 102383590A CN 2011102307754 A CN2011102307754 A CN 2011102307754A CN 201110230775 A CN201110230775 A CN 201110230775A CN 102383590 A CN102383590 A CN 102383590A
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- China
- Prior art keywords
- crossbeam
- side plate
- modular unit
- plate
- gusset
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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
- E04G11/36—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
- E04G11/38—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 for plane ceilings of concrete
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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
- E04G11/02—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
- E04G11/10—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements without beams which are mounted during erection of the shuttering to brace or couple the elements
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to a combined system of a split building template, which comprises a column template unit, a cross beam template unit, a roof template unit and a wall surface template unit, wherein the cross beam template unit is set up above the column template unit; the roof template unit is set up on the cross beam template unit; the wall surface template unit is annularly arranged on the periphery of the column template unit; after the combined system of the template is set up, a constructor places a framework in the combined system of the template first and then pours concrete or cement mortar in the combined system of the template; and after the concrete or the cement mortar is hardened and fixedly formed, the constructor dismantles the combined system of the template from a framework type structure of a building so as to finish an integral construction step.
Description
Technical field
The present invention relates to a kind of split template for building; Be meant a kind of column template unit, crossbeam modular unit, roof modular unit and metope modular unit of including especially; The crossbeam modular unit is built above this column template unit, and the roof modular unit is built on this crossbeam modular unit, and metope modular unit ring is located at around this column template unit; The integral mold plate combined system is built after the completion; Successively to wherein placing skeleton and placing of concrete or cement mortar, fixedly after the moulding, the split type construction formwork with the construction sequence of accomplishing integral body is pulled down from the tower structure of building by the form assembly system in concrete or cement mortar sclerosis.
Background technology
As everyone knows; Each country more and more stresses social cityization now; Urbanization is social economy's change procedure; Comprise that non-agriculturalization of agricultural population, size of urban population constantly expand, urban land is constantly to the suburb expansion, and continuous increase of city quantity and urban society, economy, technological change get into the rural process.It is the process that the economic society structure is changed in essence; The essence of accelerating urbanization process is not to occur the city everywhere, but will make the commonwealthn enjoy all urbanization achievements of modern city and realize the transformation of life style, philosophy of life, culture and education quality etc.
Of paramount importance in process of urbanization is exactly to build some infrastructure and people's house in the city, can hold many population; So just require to build a large amount of buildings; Along with the existing Building technology of development of social productivity has also obtained swift and violent development; For structural strength and the quality that promotes building, shorten building cycle, present building adopts the structure of frame type more; Its framework mainly is that the material that tower structure adopted mainly comprises shaped steel and steel concrete by the rigidly connected cage construction of beam and column.Tower structure has following advantage in practical implementation, and at first, steel concrete that tower structure is used or shaped steel have good resistance to compression and bending resistance, therefore, can add the space and the height of edifice.Secondly, it can alleviate the weight of building.At last, it has shock resistance and globality preferably.
So adopt the structure of frame type in a large number just because of the present building of plurality of advantages of tower structure as stated; But constructor's its construction sequence when carrying out concrete construction building generally comprises now; At first plank or other plate bodys are fixed into a unitary mould through nail or clip; Then in unitary mould, arrange reinforcing bar; Placing of concrete in this unitary mould afterwards, after concrete fully solidified, the constructor need disassemble to accomplish integral construction by plank or other plate bodys that aid will be formed mould successively.
The above-mentioned job practices of utilizing plank or other plate bodys to be fixed into unitary mould through nail or clip has many shortcomings and narrates as follows respectively now in concrete the application: at first; Owing to be so that to utilize plank or other plate bodys to be fixed into the overall precision of mould of unitary mould through nail or clip not high; The degree of accuracy of mould or precision need the constructor to judge voluntarily, are unfavorable for promoting structural quality like this, secondly; Above-mentioned mode is spliced into mould in practical implementation the loss ratio of plate body is bigger; Often need constantly to replenish new plate body, thereby can increase building costs, once more; Above-mentioned mode construction sequence in practical implementation is very lack of standardization, is unfavorable for controlling the total quality of building.Be the major defect of conventional art as stated.
Summary of the invention
The present invention provides a kind of split construction formwork combined system, and utilizing technology of the present invention to carry out architecture construction can the standard construction step, improve construction quality, and this is to be main purpose of the present invention.
The technical scheme that the present invention adopted is: a kind of split construction formwork combined system; The present invention is in concrete the application; The constructor at first need be with form assembly system building of the present invention in the field that needs building on the ground; The constructor need place the skeleton of cage of reinforcement or other materials in form assembly of the present invention system after completion is built; Last constructor need be in form assembly of the present invention system placing of concrete or cement mortar; In the sclerosis of concrete or cement mortar fixedly after the moulding, the constructor pulls down form assembly of the present invention system to accomplish the construction sequence of integral body from the tower structure of building.
This split construction formwork combined system, it comprises column template unit, crossbeam modular unit, roof modular unit and metope modular unit.
This crossbeam modular unit is built above this column template unit; This roof modular unit is built on this crossbeam modular unit; This metope modular unit ring is located at around this column template unit; This form assembly system is after completion is built, and the constructor at first places skeleton in this form assembly system, then constructor's placing of concrete or cement mortar in this form assembly system; Fixedly after the moulding, the constructor pulls down this form assembly system to accomplish the construction sequence of integral body from the tower structure of building in the sclerosis of concrete or cement mortar.
This column template unit comprises first gusset, second gusset, set square and Square consisting of two isosceles right-angled triangles; This first gusset, this second gusset, this set square and this Square consisting of two isosceles right-angled triangles center on and form this column template unit, and center on formation one post chamber by this first gusset, this second gusset, this set square and this Square consisting of two isosceles right-angled triangles.
This crossbeam modular unit comprises first header board, the second crossbeam side plate and the 3rd crossbeam side plate; This second crossbeam side plate and the 3rd crossbeam side plate symmetry are connected the both sides of this first header board; Center on formation one crossbeam chamber by this first header board, this second crossbeam side plate and the 3rd crossbeam side plate; When this crossbeam modular unit was built above this column template unit, this crossbeam chamber of this crossbeam modular unit was connected with this post chamber of this column template unit.
This roof modular unit comprises support muscles and bones beam, panel and supports fore-set; Wherein, This support muscles and bones beam is set up between this crossbeam modular unit, and this panel is connected between this adjacent support muscles and bones beam, and this support fore-set is arranged on the below of this support muscles and bones beam; In order to improve the overall construction intensity of this roof modular unit; This support muscles and bones beam, this panel and this support fore-set overlap joint are determined a roof molding space, and this roof molding space is positioned at this modular unit top, roof, and this roof molding space is connected with this crossbeam chamber of this crossbeam modular unit.
This metope modular unit comprises the wall base, interior wall and exterior wall, and this interior wall and this exterior wall are erected at the inside and outside both sides of this wall base respectively, between this interior wall and this exterior wall, forms a body of wall chamber; The inside and outside both sides of this wall base are respectively arranged with support bar; Offer link slot on this support bar, this interior wall comprises some interior wall baffle plates, and each this interior wall baffle plate below all is provided with the card rib; This card rib of this interior wall baffle plate is plugged in this link slot of this inboard support bar of this wall base; Make some these interior wall baffle plates be spliced to form this interior wall, this exterior wall comprises some exterior wall baffle plates, and each this exterior wall baffle plate below all is provided with the card rib; This card rib of this exterior wall baffle plate is plugged in this link slot of this support bar outside this wall base, makes some these exterior wall baffle plates be spliced to form this exterior wall.
This first gusset is identical with this second gusset structure; This set square is identical with this Square consisting of two isosceles right-angled triangles structure, and this first gusset comprises that first plate body and first connects side plate, and this first connection side plate symmetry is connected this first plate body both sides; Offer some first connecting holes on this first connection side plate; This second gusset comprises that second plate body and second connects side plate, and this second connection side plate symmetry is connected this second plate body both sides, offers some second connecting holes on this second connection side plate.
This set square comprises that the 3rd plate body, the 3rd connects side plate and the 3rd extension board; The 3rd connects the side plate symmetry is connected the 3rd plate body both sides; The 3rd extension board symmetry is connected the end of the 3rd plate body both sides, offers some the 3rd connecting holes on the 3rd extension board.
This Square consisting of two isosceles right-angled triangles comprises that the 4th plate body, the 4th connects side plate and the 4th extension board; The 4th connects the side plate symmetry is connected the 4th plate body both sides; The 4th extension board symmetry is connected the end of the 4th plate body both sides, offers some the 4th connecting holes on the 4th extension board.
This first gusset and this second gusset are connected between this set square and this Square consisting of two isosceles right-angled triangles; This first connection side plate of these first gusset both sides is fixedly connected on respectively through latch on the 3rd extension board and the 4th extension board of this set square and this Square consisting of two isosceles right-angled triangles, and this second connection side plate of these second gusset both sides is fixedly connected on respectively on the 3rd extension board and the 4th extension board of this set square and this Square consisting of two isosceles right-angled triangles through latch.
This panel comprises some splicing small panel; Some these splicing small panel are spliced into this whole panel in proper order; Each this splicing small panel all comprises some plate bodys, bottom frame plate and side plate; Some these plate bodys are arranged in proper order and are arranged on this frame plate top, bottom; This side plate ring is located at around some these plate bodys, and some these plate bodys, this bottom frame plate and this side plate are connected to form this whole splicing small panel, is positioned on this side plates of some these plate body both sides to be respectively arranged with draw-in groove and fin; This fin of this adjacent splicing small panel is connected in this draw-in groove of this splicing small panel of another one, and the structure design through this draw-in groove and this fin makes some these splicing small panel be spliced into this whole panel in proper order.
Wall column and outer wall column in this metope modular unit also comprises, wall column and this outer wall column are arranged on the corner location place of this metope modular unit in this, and both sides of wall column connect this interior wall baffle plate respectively in this, and the both sides of this outer wall column connect this exterior wall baffle plate respectively.
Beneficial effect of the present invention is: the present invention's this crossbeam modular unit in practical implementation is built above this column template unit; This roof modular unit is built on this crossbeam modular unit; This metope modular unit ring is located at around this column template unit 10; After accomplishing above-mentioned building, the constructor need place the skeleton of cage of reinforcement or other materials in form assembly of the present invention system, last constructor need be in form assembly of the present invention system placing of concrete or cement mortar; In the sclerosis of concrete or cement mortar fixedly after the moulding; The constructor pulls down form assembly of the present invention system to accomplish whole construction sequence from the tower structure of building, utilizes technology of the present invention to carry out architecture construction and has the standard construction step, improves the effect of construction quality.
Description of drawings
Fig. 1 is a perspective exploded view of the present invention.
Fig. 2 is the schematic perspective view of column template of the present invention unit.
Fig. 3 is the sectional view of crossbeam modular unit of the present invention.
Fig. 4 is the sketch map of panel of the present invention.
Fig. 5 is the perspective exploded view of panel of the present invention.
Fig. 6 is the schematic perspective view of metope modular unit of the present invention.
Fig. 7 is the stereogram of building scaffold of the present invention.
Fig. 8 is the three-dimensional exploded view of building scaffold of the present invention.
Fig. 9 is the extend sketch map of scaffold tube length of the present invention.
Figure 10 is a side walk slab's of the present invention structural scheme of mechanism.
Figure 11 to 13 is the structural representation of braced structures of the present invention.
The specific embodiment
Shown in Fig. 1 to 13; A kind of split construction formwork combined system; The present invention is in concrete the application; The constructor at first need be with form assembly system building of the present invention in the field that needs building on the ground, and the constructor need place the skeleton of cage of reinforcement or other materials in form assembly of the present invention system completion is built after, at last the constructor need be in form assembly of the present invention system placing of concrete or cement mortar; In the sclerosis of concrete or cement mortar fixedly after the moulding, the constructor pulls down form assembly of the present invention system to accomplish the construction sequence of integral body from the tower structure of building.
Shown in Fig. 1 to 6, this split construction formwork combined system comprises column template unit 10, crossbeam modular unit 20, roof modular unit 30 and metope modular unit 40.
This crossbeam modular unit 20 is built above this column template unit 10 in practical implementation, and this roof modular unit 30 is built on this crossbeam modular unit 20, and these metope modular unit 40 rings are located at 10 4 of this column template unit.
After accomplishing above-mentioned building; The constructor need place the skeleton of cage of reinforcement or other materials in form assembly of the present invention system; Last constructor need be in form assembly of the present invention system placing of concrete or cement mortar; In the sclerosis of concrete or cement mortar fixedly after the moulding, the constructor pulls down form assembly of the present invention system to accomplish the construction sequence of integral body from the tower structure of building.
This column template unit 10 comprises first gusset 11, second gusset 12, set square 13 and Square consisting of two isosceles right-angled triangles 14.
This first gusset 11, this second gusset 12, this set square 13 and this Square consisting of two isosceles right-angled triangles 14 are around forming this column template unit 10.
Wherein, this first gusset 11 is identical with these second gusset, 12 structures, and this set square 13 is identical with these Square consisting of two isosceles right-angled triangles 14 structures.
This first gusset 11 comprises that first plate body 111 and first connects side plate 112, and these first connection side plate, 112 symmetries are connected this first plate body, 111 both sides, offer some first connecting holes on this first connection side plate 112.
This second gusset 12 comprises that second plate body 121 and second connects side plate 122, and these second connection side plate, 122 symmetries are connected this second plate body, 121 both sides, offer some second connecting holes on this second connection side plate 122.
This set square 13 comprises that the 3rd plate body the 131, the 3rd connects side plate 132 and the 3rd extension board 133; The 3rd connects side plate 132 symmetries is connected the 3rd plate body 131 both sides; The 3rd extension board 133 symmetries are connected the end of the 3rd plate body 131 both sides, and the 3rd extension board 133 offers some the 3rd connecting holes.
This Square consisting of two isosceles right-angled triangles 14 comprises that the 4th plate body the 141, the 4th connects side plate 142 and the 4th extension board 143; The 4th connects side plate 142 symmetries is connected the 4th plate body 141 both sides; The 4th extension board 143 symmetries are connected the end of the 4th plate body 141 both sides, offer some the 4th connecting holes on the 4th extension board 143.
This first gusset 11 and this second gusset 12 are connected between this set square 13 and this Square consisting of two isosceles right-angled triangles 14.
This first connection side plate 112 of these first gusset, 11 both sides is fixedly connected on respectively on the 3rd extension board 133 and the 4th extension board 143 of this set square 13 and this Square consisting of two isosceles right-angled triangles 14 through latch.
This second connection side plate 122 of these second gusset, 12 both sides is fixedly connected on respectively on the 3rd extension board 133 and the 4th extension board 143 of this set square 13 and this Square consisting of two isosceles right-angled triangles 14 through latch.
And by this first gusset 11, this second gusset 12, this set square 13 and this Square consisting of two isosceles right-angled triangles (14) around forming a post chamber 16.
This crossbeam modular unit 20 comprises first header board 21, the second crossbeam side plate 22 and the 3rd crossbeam side plate 23.
This second crossbeam side plate 22 and the 3rd crossbeam side plate 23 symmetries are connected the both sides of this first header board 21.
Center on formation one crossbeam chamber 24 by this first header board 21, this second crossbeam side plate 22 and the 3rd crossbeam side plate 23.
When this crossbeam modular unit 20 is built above this column template unit 10; This crossbeam chamber 24 of this crossbeam modular unit 20 is connected with this post chamber 16 of this column template unit 10; Like this constructor in this crossbeam modular unit 20 and this column template unit 10 in the concrete perfusion; Concrete in this crossbeam modular unit 20 and this column template unit 10 is connected to form an integral body, and forms the column and the crossbeam of building.
This roof modular unit 30 comprises support muscles and bones beam 31, panel 32 and supports fore-set 33.
Wherein, this support muscles and bones beam 31 is set up between this crossbeam modular unit 20.
This panel 32 is connected between this adjacent support muscles and bones beam 31.
This panel 32 comprises some splicing small panel 34, and some these splicing small panel 34 orders are spliced into this whole panel 32.
Each this splicing small panel 34 all comprises some plate body 51, bottom frame plate 52 and side plate 53.
Some these plate body 51 orders are arranged and are arranged on this bottom frame plate 52 tops, and these side plate 53 rings are located at around some these plate bodys 51.
Some these plate bodys 51, this bottom frame plate 52 and this side plate 53 are connected to form this whole splicing small panel 34.
Be positioned on this side plates 53 of some these plate body 51 both sides and be respectively arranged with draw-in groove 531 and fin 532.
This fin 532 of this adjacent splicing small panel 34 is connected in this draw-in groove 531 of this splicing small panel 34 of another one.
Structure design through this draw-in groove 531 and this fin 532 makes some these splicing small panel 34 orders be spliced into this whole panel 32.
This support fore-set 33 is arranged on the below of this support muscles and bones beam 31, in order to improve the overall construction intensity of this roof modular unit 30.
This support muscles and bones beam 31, this panel 32 and this support fore-set 33 overlap joints are determined a roof molding space 34; This roof molding space 34 is positioned at this roof modular unit 30 tops; And this roof molding space 34 is connected with this crossbeam chamber 24 of this crossbeam modular unit 20; When the constructor above this roof modular unit 30 with concrete casting to this roof molding space 34 time, the concrete in the concrete in this roof molding space 34 and this crossbeam chamber 24 is connected to form an integral body.
This metope modular unit 40 comprises the wall base 41, interior wall 42 and exterior wall 43, and this interior wall 42 and this exterior wall 43 are erected at the inside and outside both sides of this wall base 41 respectively.
Between this interior wall 42 and this exterior wall 43, form a body of wall chamber 44, the constructor is solidified the body of wall that forms building in concrete casting to this body of wall chamber 44 in concrete construction.
The inside and outside both sides of this wall base 41 are respectively arranged with support bar 45, offer link slot 451 on this support bar 45.
This interior wall 42 comprises some interior wall baffle plates 421, and each these interior wall baffle plate 421 below all is provided with the card rib.
This card rib of this interior wall baffle plate 421 is plugged in this link slot 451 of this inboard support bar 45 of this wall base 41, makes some these interior wall baffle plates 421 be spliced to form this interior wall 42.
This exterior wall 43 comprises some exterior wall baffle plates 431, and each these exterior wall baffle plate 431 below all is provided with the card rib.
This card rib of this exterior wall baffle plate 431 is plugged in this link slot 451 of this support bar 45 in these wall base 41 outsides, makes some these exterior wall baffle plates 431 be spliced to form this exterior wall 43.
The both sides of wall column 46 connect this interior wall baffle plate 421 respectively in being somebody's turn to do, and the both sides of this outer wall column 47 connect this exterior wall baffle plate 431 respectively.
This first gusset 11 of this column template unit 10, this second gusset 12, this set square 13 and this Square consisting of two isosceles right-angled triangles 14; This first header board 21 of this crossbeam modular unit 20, this second crossbeam side plate 22 and the 3rd crossbeam side plate 23; This of this roof modular unit 30 supports muscles and bones beam 31, this panel 32 and should support fore-set 33; All be filled with expanded material in this wall base 41 of this metope modular unit 40, this interior wall 42 and this exterior wall 43
This split construction formwork combined system has been built building scaffold in its periphery in concrete the application; Building scaffold comprises scaffold tube 1, scaffold tube 2 62, pipe clamp 1, pipe clamp 2 64; This scaffold tube 1 is inserted in respectively in this pipe clamp 1, this pipe clamp 2 64 with this scaffold tube 2 62; The inner chamber 68 of this scaffold tube 1 and this scaffold tube 2 62 is divided into the chamber of several perforations through reinforcing rib 69, and these inner chamber 68 filled with foaming material inside are so that reinforce each scaffold tube.
This pipe clamp 1 also can be connected between the scaffold tube in practical implementation, and in order to the entire length of this scaffold tube that extends, this scaffold tube can be this scaffold tube 1 or this scaffold tube 2 62.
This building pin is erected with the side walk slab on frame; This side walk slab comprises side walk slab 71 and scaffold tube 72; This side walk slab 71 is layed in this scaffold tube 72 tops; These side walk slab 71 two ends are welding fixture 73 respectively, and each these scaffold tube 72 lower horizontal is equipped with clamping element 74, and this clamping element 74 is locked through bolt 75 with these fixture 73 connecting position places.
This side walk slab 71 has anti-skid structure in practical implementation, specifically comprises dual mode: one of which, said side walk slab's 71 upper surfaces are provided with anti-skidding protruding layer; They are two years old; Said side walk slab 71 is made up of the splicing of plurality of small blocks pin-connected panel plate body; Reeding is also installed in the preset groove position of each fritter pin-connected panel plate body upper surface; Simultaneously, each reeding thickness is slightly higher to reach better skidproof effect than corresponding pin-connected panel plate body, is assembled into a monoblock side walk slab by every fritter pin-connected panel plate body more at last.
This split construction formwork combined system relies on braced structures to fix in concrete the application; This braced structures; Comprise metope gripper shoe 1, metope gripper shoe 2 82, support bar 86; This metope gripper shoe 1 has a projection respectively with these metope gripper shoe 82 lower ends, and this metope gripper shoe 1 is spliced into an overall structure body with this metope gripper shoe 2 82, and this structure inserts in the clamp fixer 83 through projection and be firm by latch 84 clampings; These support bar 86 two ends are respectively arranged with connector 85 and are connected with this clamp fixer 83, ground supports point 87 respectively through this corresponding connector 85.
Claims (9)
1. split construction formwork combined system, it is characterized in that: it comprises column template unit, crossbeam modular unit, roof modular unit and metope modular unit,
This crossbeam modular unit is built above this column template unit; This roof modular unit is built on this crossbeam modular unit; This metope modular unit ring is located at around this column template unit, and this form assembly system is after completion is built, and the constructor at first places skeleton in this form assembly system; Constructor's placing of concrete or cement mortar in this form assembly system then; Fixedly after the moulding, the constructor pulls down this form assembly system to accomplish the construction sequence of integral body from the tower structure of building in the sclerosis of concrete or cement mortar
This column template unit comprises first gusset, second gusset, set square and Square consisting of two isosceles right-angled triangles; This first gusset, this second gusset, this set square and this Square consisting of two isosceles right-angled triangles are around forming this column template unit; And by this first gusset, this second gusset, this set square and this Square consisting of two isosceles right-angled triangles around forming a post chamber
This crossbeam modular unit comprises first header board, the second crossbeam side plate and the 3rd crossbeam side plate; This second crossbeam side plate and the 3rd crossbeam side plate symmetry are connected the both sides of this first header board; Center on formation one crossbeam chamber by this first header board, this second crossbeam side plate and the 3rd crossbeam side plate; When this crossbeam modular unit was built above this column template unit, this crossbeam chamber of this crossbeam modular unit was connected with this post chamber of this column template unit
This roof modular unit comprises support muscles and bones beam, panel and supports fore-set; Wherein, this support muscles and bones beam is set up between this crossbeam modular unit, and this panel is connected between this adjacent support muscles and bones beam; This support fore-set is arranged on the below of this support muscles and bones beam; In order to improve the overall construction intensity of this roof modular unit, this support muscles and bones beam, this panel and this support fore-set overlap joint are determined a roof molding space, and this roof molding space is positioned at this modular unit top, roof; And this roof molding space is connected with this crossbeam chamber of this crossbeam modular unit
This metope modular unit comprises the wall base, interior wall and exterior wall, and this interior wall and this exterior wall are erected at the inside and outside both sides of this wall base respectively, between this interior wall and this exterior wall, forms a body of wall chamber; The inside and outside both sides of this wall base are respectively arranged with support bar; Offer link slot on this support bar, this interior wall comprises some interior wall baffle plates, and each this interior wall baffle plate below all is provided with the card rib; This card rib of this interior wall baffle plate is plugged in this link slot of this inboard support bar of this wall base; Make some these interior wall baffle plates be spliced to form this interior wall, this exterior wall comprises some exterior wall baffle plates, and each this exterior wall baffle plate below all is provided with the card rib; This card rib of this exterior wall baffle plate is plugged in this link slot of this support bar outside this wall base, makes some these exterior wall baffle plates be spliced to form this exterior wall.
2. a kind of split construction formwork combined system as claimed in claim 1; It is characterized in that: this first gusset is identical with this second gusset structure, and this set square is identical with this Square consisting of two isosceles right-angled triangles structure, and this first gusset comprises that first plate body and first connects side plate; This first connection side plate symmetry is connected this first plate body both sides; Offer some first connecting holes on this first connection side plate, this set square comprises that second plate body and second connects side plate, and this second connection side plate symmetry is connected this second plate body both sides; Offer some second connecting holes on this second connection side plate
This set square comprises that the 3rd plate body, the 3rd connects side plate and the 3rd extension board; The 3rd connects the side plate symmetry is connected the 3rd plate body both sides; The 3rd extension board symmetry is connected the end of the 3rd plate body both sides, offers some the 3rd connecting holes on the 3rd extension board
This Square consisting of two isosceles right-angled triangles comprises that the 4th plate body, the 4th connects side plate and the 4th extension board; The 4th connects the side plate symmetry is connected the 4th plate body both sides; The 4th extension board symmetry is connected the end of the 4th plate body both sides, offers some the 4th connecting holes on the 4th extension board
This first gusset and this second gusset are connected between this set square and this Square consisting of two isosceles right-angled triangles; This first connection side plate of these first gusset both sides is fixedly connected on respectively through latch on the 3rd extension board and the 4th extension board of this set square and this Square consisting of two isosceles right-angled triangles, and this second connection side plate of these second gusset both sides is fixedly connected on respectively on the 3rd extension board and the 4th extension board of this set square and this Square consisting of two isosceles right-angled triangles through latch.
3. a kind of split construction formwork combined system as claimed in claim 1; It is characterized in that: this panel comprises some splicing small panel; Some these splicing small panel are spliced into this whole panel in proper order; Each this splicing small panel all comprises some plate bodys, bottom frame plate and side plate, and some these plate bodys are arranged in proper order and are arranged on this frame plate top, bottom, and this side plate ring is located at around some these plate bodys; Some these plate bodys, this bottom frame plate and this side plate are connected to form this whole splicing small panel; Be positioned on this side plates of some these plate body both sides and be respectively arranged with draw-in groove and fin, this fin of this adjacent splicing small panel is connected in this draw-in groove of this splicing small panel of another one, and the structure design through this draw-in groove and this fin makes some these splicing small panel be spliced into this whole panel in proper order.
4. a kind of split construction formwork combined system as claimed in claim 1; It is characterized in that: wall column and outer wall column in this metope modular unit also comprises; Be somebody's turn to do interior wall column and be somebody's turn to do the corner location place that outer wall column is arranged on this metope modular unit; The both sides of wall column connect this interior wall baffle plate respectively in being somebody's turn to do, and the both sides of this outer wall column connect this exterior wall baffle plate respectively.
5. a kind of split construction formwork combined system as claimed in claim 1; It is characterized in that: this first gusset of this column template unit, this second gusset, this set square and this Square consisting of two isosceles right-angled triangles; This first header board of this crossbeam modular unit, this second crossbeam side plate and the 3rd crossbeam side plate; This of this roof modular unit supports muscles and bones beam, this panel and should support fore-set, all is filled with expanded material in this wall base of this metope modular unit, this interior wall and this exterior wall.
6. a kind of split construction formwork combined system as claimed in claim 1; It is characterized in that: building scaffold has been built in this split construction formwork combined system periphery; Building scaffold comprises scaffold tube one, scaffold tube two, pipe clamp one, pipe clamp two; This scaffold tube one is inserted in respectively in this pipe clamp one, this pipe clamp two with this scaffold tube two; The inner chamber of this scaffold tube one and this scaffold tube two is divided into the chamber of several perforations through reinforcing rib, and this inner chamber filled with foaming material inside is so that reinforce each scaffold tube.
7. a kind of split construction formwork combined system as claimed in claim 6, it is characterized in that: this pipe clamp one is connected between the scaffold tube, in order to the entire length of this scaffold tube that extends.
8. a kind of split construction formwork combined system as claimed in claim 6; It is characterized in that: be erected with the side walk slab on this building scaffold; This side walk slab comprises side walk slab and scaffold tube, and this side walk slab is layed in this scaffold tube top, and these side walk slab two ends are welding fixture respectively; Each this scaffold tube lower horizontal is equipped with clamping element, and this clamping element and this fixture connecting position place are through bolt locking.
9. a kind of split construction formwork combined system as claimed in claim 1; It is characterized in that: this split construction formwork combined system relies on braced structures to fix; This braced structures; Comprise metope gripper shoe one, metope gripper shoe two, support bar; This metope gripper shoe one has a projection respectively with these metope gripper shoe two lower ends, and this metope gripper shoe one is spliced into an overall structure body with this metope gripper shoe two, and this structure inserts in the clamp fixer through projection and be firm by the latch clamping; These support bar two ends are respectively arranged with connector and are connected with this clamp fixer, ground supports point respectively through this corresponding connector.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110230775.4A CN102383590B (en) | 2011-07-11 | 2011-08-12 | A kind of split construction formwork combined system |
| PCT/CN2011/001539 WO2013023330A1 (en) | 2011-08-12 | 2011-09-09 | Combined system of split building template |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110192242 | 2011-07-11 | ||
| CN201110192242.1 | 2011-07-11 | ||
| CN201110230775.4A CN102383590B (en) | 2011-07-11 | 2011-08-12 | A kind of split construction formwork combined system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102383590A true CN102383590A (en) | 2012-03-21 |
| CN102383590B CN102383590B (en) | 2015-11-25 |
Family
ID=45823390
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110230775.4A Expired - Fee Related CN102383590B (en) | 2011-07-11 | 2011-08-12 | A kind of split construction formwork combined system |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN102383590B (en) |
| WO (1) | WO2013023330A1 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103362299A (en) * | 2013-07-22 | 2013-10-23 | 金陵科技学院 | Adjustable inserting-plate type wall formwork and construction method thereof |
| CN103866968A (en) * | 2014-04-02 | 2014-06-18 | 韦小凤 | Building template |
| CN104763150A (en) * | 2015-04-01 | 2015-07-08 | 四川华西绿舍建材有限公司 | Construction method of assembled type prefabricated laminated slab for building |
| CN104912333A (en) * | 2015-06-19 | 2015-09-16 | 广东标力墙体建筑工程有限公司 | Wall construction system and construction method |
| CN105625708A (en) * | 2015-12-31 | 2016-06-01 | 云南建工建材科技有限责任公司 | Aluminum wood composite formwork system for buildings |
| CN105863253A (en) * | 2016-05-25 | 2016-08-17 | 杭州江润科技有限公司 | Integral formwork-supporting type asynchronous casting stairwell wall column formwork supporting system and construction method |
| CN111677321A (en) * | 2020-06-04 | 2020-09-18 | 江苏文博建筑设计有限公司 | Assembled building reinforced structure |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107338955A (en) * | 2017-05-26 | 2017-11-10 | 如皋市磨头建设开发有限公司 | A kind of building form combination |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103362299A (en) * | 2013-07-22 | 2013-10-23 | 金陵科技学院 | Adjustable inserting-plate type wall formwork and construction method thereof |
| CN103362299B (en) * | 2013-07-22 | 2015-06-03 | 金陵科技学院 | Adjustable inserting-plate type wall formwork and construction method thereof |
| CN103866968A (en) * | 2014-04-02 | 2014-06-18 | 韦小凤 | Building template |
| CN103866968B (en) * | 2014-04-02 | 2016-05-04 | 韦小凤 | A kind of building template |
| CN104763150A (en) * | 2015-04-01 | 2015-07-08 | 四川华西绿舍建材有限公司 | Construction method of assembled type prefabricated laminated slab for building |
| CN104912333A (en) * | 2015-06-19 | 2015-09-16 | 广东标力墙体建筑工程有限公司 | Wall construction system and construction method |
| CN105625708A (en) * | 2015-12-31 | 2016-06-01 | 云南建工建材科技有限责任公司 | Aluminum wood composite formwork system for buildings |
| CN105863253A (en) * | 2016-05-25 | 2016-08-17 | 杭州江润科技有限公司 | Integral formwork-supporting type asynchronous casting stairwell wall column formwork supporting system and construction method |
| CN105863253B (en) * | 2016-05-25 | 2018-06-01 | 恒德建设有限公司 | Integral formwork support is asynchronous to pour staircase wall column formwork system and construction method |
| CN111677321A (en) * | 2020-06-04 | 2020-09-18 | 江苏文博建筑设计有限公司 | Assembled building reinforced structure |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2013023330A1 (en) | 2013-02-21 |
| CN102383590B (en) | 2015-11-25 |
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