CN102383590B - A kind of split construction formwork combined system - Google Patents

A kind of split construction formwork combined system Download PDF

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Publication number
CN102383590B
CN102383590B CN201110230775.4A CN201110230775A CN102383590B CN 102383590 B CN102383590 B CN 102383590B CN 201110230775 A CN201110230775 A CN 201110230775A CN 102383590 B CN102383590 B CN 102383590B
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CN
China
Prior art keywords
plate
square
gusset
template unit
interior
Prior art date
Application number
CN201110230775.4A
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Chinese (zh)
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CN102383590A (en
Inventor
雷灿波
阮进尤
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雷灿波
阮进尤
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Priority to CN201110192242 priority Critical
Priority to CN201110192242.1 priority
Application filed by 雷灿波, 阮进尤 filed Critical 雷灿波
Priority to CN201110230775.4A priority patent/CN102383590B/en
Publication of CN102383590A publication Critical patent/CN102383590A/en
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Publication of CN102383590B publication Critical patent/CN102383590B/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, 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
    • E04G11/38Forms, 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/02Forms, 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, 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
    • E04G11/08Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/10Forms, 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02Falsework, 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04Falsework, 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

Abstract

The present invention relates to a kind of split construction formwork combined system, it comprises column template unit, beam template unit, roof modular unit and metope modular unit, this beam template unit is built above this column template unit, this roof modular unit is built on this beam template unit, this metope modular unit ring is located at this column template unit surrounding, this form assembly system is after completing and building, first constructor places skeleton in this form assembly system, then constructor is to placing of concrete or cement mortar in this form assembly system, concrete or cement mortar sclerosis fixed-type after, this form assembly system has been pulled down overall construction sequence from the tower structure of building by constructor.

Description

A kind of split construction formwork combined system

Technical field

The present invention relates to a kind of split template for building, refer to that one includes column template unit especially, beam template unit, roof modular unit and metope modular unit, beam template unit is built above this column template unit, roof modular unit is built on this beam template unit, metope modular unit ring is located at this column template unit surrounding, after integral mold plate combined system has been built, place skeleton wherein successively and placing of concrete or cement mortar, concrete or cement mortar sclerosis fixed-type after, form assembly system has been pulled down the split type construction formwork of overall construction sequence from the tower structure of building.

Background technology

As everyone knows, present every country more and more emphasizes social city, urbanization is socioeconomic changes process, comprise agricultural population non-agriculturalization, size of urban population constantly expands, urban land is constantly to suburb expansion, and city numbers constantly increases and urban society, economy, technological change enter rural process.It is the process of economic society Structure innovation in essence, accelerating the essence of urbanization process is not occur city everywhere, but commonwealthn will be made to enjoy all urbanization achievements of modern city and realize the transformation of life style, philosophy of life, literature education quality etc.

In the process of urbanization of paramount importance be exactly build some infrastructure and people house so that many population can be held in city, so just require to build a large amount of buildings, the existing Building technology of development along with social productive forces have also been obtained swift and violent development, in order to promote structural strength and the quality of building, shorten building cycle, the structure of present building many employings frame type, its framework is mainly by the rigidly connected cage construction of beam and column, and the material that tower structure adopts mainly comprises shaped steel and steel concrete.When concrete enforcement, tower structure has following advantage, and first, the steel concrete that tower structure is used or shaped steel have good resistance to compression and bending resistance, therefore, can add space and the height of edifice.Secondly, it can alleviate the weight of building.Finally, it has good shock resistance and globality.

Just because of the plurality of advantages of tower structure described above so present building adopts the structure of frame type in a large number, but constructor's its construction sequence when carrying out Specific construction building generally comprises now, first plank or other plate bodys are fixed into a unitary mould by nail or clip, then in unitary mould, arrange reinforcing bar, this unitary mould backward in placing of concrete, after concrete fully solidifies, constructor needs, by aid, the plank of composition mould or other plate bodys have been disassembled integral construction successively.

Above-mentionedly utilize plank or other plate bodys to have many shortcomings when embody rule by the construction method that nail or clip are fixed into unitary mould to be described below respectively now: first, owing to being utilize plank or other plate bodys to be fixed into unitary mould so the overall precision of mould is not high by nail or clip, the degree of accuracy of mould or precision need constructor to judge voluntarily, be unfavorable for like this promoting structural quality, secondly, above-mentioned mode is spliced into the plate body of mould loss ratio when concrete enforcement is larger, frequent needs constantly supplement new plate body, thus can building costs be increased, again, above-mentioned mode construction sequence when concrete enforcement is very lack of standardization, be unfavorable for the total quality controlling building.Be the major defect of conventional art as mentioned above.

Summary of the invention

The invention provides a kind of split construction formwork combined system, utilizing technology of the present invention to carry out architecture construction can standard construction step, improve construction quality, and this is main purpose of the present invention.

The technical solution adopted in the present invention is: a kind of split construction formwork combined system, the present invention is when embody rule, first constructor needs form assembly system building of the present invention on the place needing building, complete build after constructor need to place the skeleton of cage of reinforcement or other materials in form assembly system of the present invention, last constructor needs to placing of concrete or cement mortar in form assembly system of the present invention, concrete or cement mortar sclerosis fixed-type after, form assembly system of the present invention has been pulled down overall construction sequence from the tower structure of building by constructor.

This split construction formwork combined system, it comprises column template unit, beam template unit, roof modular unit and metope modular unit.

This beam template unit is built above this column template unit, this roof modular unit is built on this beam template unit, this metope modular unit ring is located at this column template unit surrounding, this form assembly system is after completing and building, first constructor places skeleton in this form assembly system, then constructor is to placing of concrete or cement mortar in this form assembly system, concrete or cement mortar sclerosis fixed-type after, this form assembly system has been pulled down overall construction sequence from the tower structure of building by constructor.

This column template unit comprises the first gusset, the 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 around this column template unit of formation, and by this first gusset, this second gusset, this set square and this Square consisting of two isosceles right-angled triangles around formation one post chamber.

This beam template unit comprises first crossbeam plate, second cross beam side plate and the 3rd side plate of crossbeam, this second cross beam side plate and the 3rd side plate of crossbeam symmetry are connected to the both sides of this first crossbeam plate, by this first crossbeam plate, this second cross beam side plate and the 3rd side plate of crossbeam around formation one crossbeam chamber, when this beam template unit is built above this column template unit time, this crossbeam chamber of this beam template unit is connected with this post chamber of this column template unit.

This roof modular unit comprises support muscles and bones beam, panel and support fore-set, wherein, this support muscles and bones beam is set up between this beam template unit, 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 determine a roof molding space, this roof molding space is positioned at above this roof modular unit, and this roof molding space is connected with this crossbeam chamber of this beam template unit.

This metope modular unit comprises the wall base, interior wall and exterior wall, this interior wall and this exterior wall are erected at the inside and outside both sides of this wall base respectively, a body of wall chamber is formed between this interior wall and this exterior wall, the inside and outside both sides of this wall base are respectively arranged with support bar, this support bar offers link slot, this interior wall comprises some interior wall baffle plates, card rib is provided with below each this interior wall baffle plate, this card rib of this interior wall baffle plate is plugged in this link slot of this support bar inside this wall base, this interior wall baffle plates some are made to be spliced to form this interior wall, this exterior wall comprises some exterior wall baffle plates, card rib is provided with below each this exterior wall baffle plate, this card rib of this exterior wall baffle plate is plugged in this link slot of this support bar outside this wall base, this exterior wall baffle plates some are made to be spliced to form this exterior wall.

This first gusset is identical with this second corner board structure, this set square is identical with this Square consisting of two isosceles right-angled triangles structure, this first gusset comprises the first plate body and the first connecting lateral plate, this the first connecting lateral plate symmetry is connected to this first plate body both sides, this first connecting lateral plate offers some first connecting holes, this second gusset comprises the second plate body and the second connecting lateral plate, and this second connecting lateral plate symmetry is connected to this second plate body both sides, and this second connecting lateral plate offers some second connecting holes.

This set square comprises the 3rd plate body, the 3rd connecting lateral plate and the 3rd extension board, 3rd connecting lateral plate symmetry is connected to the 3rd plate body both sides, 3rd extension board symmetry is connected to the end of the 3rd plate body both sides, the 3rd extension board offers some 3rd connecting holes.

This Square consisting of two isosceles right-angled triangles comprises the 4th plate body, the 4th connecting lateral plate and the 4th extension board, 4th connecting lateral plate symmetry is connected to the 4th plate body both sides, 4th extension board symmetry is connected to the end of the 4th plate body both sides, the 4th extension board offers some 4th connecting holes.

This first gusset and this second gusset are connected between this set square and this Square consisting of two isosceles right-angled triangles, on the 3rd extension board that this first connecting lateral plates of this first gusset both sides is fixedly connected on this set square and this Square consisting of two isosceles right-angled triangles respectively by latch and the 4th extension board, on the 3rd extension board that this second connecting lateral plates of this second gusset both sides is fixedly connected on this set square and this Square consisting of two isosceles right-angled triangles respectively by latch and the 4th extension board.

This panel comprises some splicing small panel, these splicing small panel sequential concatenation some this panel integrally, each this splicing small panel comprises some plate bodys, bottom frame plate and side plate, some this plate body orders to be arranged in bottom this above frame plate, this side plate ring is located at this plate body surroundings some, this plate bodys some, bottom this, frame plate and this side plate are connected to form this overall splicing small panel, this side plate being positioned at these plate body both sides some is 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, these splicing small panel sequential concatenation some this panel is integrally made by the structure design of this draw-in groove and this fin.

This metope modular unit also comprises interior wall column and outer wall column, and this interior wall column and this outer wall column are arranged on the corner location place of this metope modular unit, and the both sides of this interior wall column connect this interior wall baffle plate respectively, 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 beam template unit when concrete enforcement is built above this column template unit, this roof modular unit is built on this beam template unit, this metope modular unit ring is located at this column template unit 10 surrounding, after completing above-mentioned building, constructor needs the skeleton placing cage of reinforcement or other materials in form assembly system of the present invention, last constructor needs to placing of concrete or cement mortar in form assembly system of the present invention, concrete or cement mortar sclerosis fixed-type after, form assembly system of the present invention has been pulled down overall construction sequence from the tower structure of building by constructor, utilize technology of the present invention to carry out architecture construction and there is standard construction step, improve the effect of construction quality.

Accompanying drawing explanation

Fig. 1 is perspective exploded view of the present invention.

Fig. 2 is the schematic perspective view of column template unit of the present invention.

Fig. 3 is the sectional view of beam template unit of the present invention.

Fig. 4 is the schematic diagram 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 schematic diagram that the present invention lengthens scaffold tube length.

Figure 10 is the structural scheme of mechanism of side walk slab of the present invention.

The structural representation that Figure 11 to 13 is braced structures of the present invention.

Detailed description of the invention

As shown in Fig. 1 to 13, a kind of split construction formwork combined system, the present invention is when embody rule, first constructor needs form assembly system building of the present invention on the place needing building, complete build after constructor need to place the skeleton of cage of reinforcement or other materials in form assembly system of the present invention, last constructor needs to placing of concrete or cement mortar in form assembly system of the present invention, concrete or cement mortar sclerosis fixed-type after, form assembly system of the present invention has been pulled down overall construction sequence from the tower structure of building by constructor.

As shown in Figures 1 to 6, this split construction formwork combined system comprises column template unit 10, beam template unit 20, roof modular unit 30 and metope modular unit 40.

When concrete enforcement, this beam template unit 20 is built above this column template unit 10, and this roof modular unit 30 is built on this beam template unit 20, and this metope modular unit 40 ring is located between this column template unit 10 4.

After completing above-mentioned building, constructor needs the skeleton placing cage of reinforcement or other materials in form assembly system of the present invention, last constructor needs to placing of concrete or cement mortar in form assembly system of the present invention, concrete or cement mortar sclerosis fixed-type after, form assembly system of the present invention has been pulled down overall construction sequence from the tower structure of building by constructor.

This column template unit 10 comprises the 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 this column template unit 10 of formation.

Wherein, this first gusset 11 is identical with this second gusset 12 structure, and this set square 13 is identical with this Square consisting of two isosceles right-angled triangles 14 structure.

This first gusset 11 comprises the first plate body 111 and the first connecting lateral plate 112, and this first connecting lateral plate 112 symmetry is connected to this first plate body 111 both sides, and this first connecting lateral plate 112 offers some first connecting holes.

This second gusset 12 comprises the second plate body 121 and the second connecting lateral plate 122, and this second connecting lateral plate 122 symmetry is connected to this second plate body 121 both sides, and this second connecting lateral plate 122 offers some second connecting holes.

This set square 13 comprises the 3rd plate body 131, the 3rd connecting lateral plate 132 and the 3rd extension board 133,3rd connecting lateral plate 132 symmetry is connected to the 3rd plate body 131 both sides, 3rd extension board 133 symmetry is connected to the end of the 3rd plate body 131 both sides, and the 3rd extension board 133 offers some 3rd connecting holes.

This Square consisting of two isosceles right-angled triangles 14 comprises the 4th plate body 141, the 4th connecting lateral plate 142 and the 4th extension board 143,4th connecting lateral plate 142 symmetry is connected to the 4th plate body 141 both sides, 4th extension board 143 symmetry is connected to the end of the 4th plate body 141 both sides, the 4th extension board 143 offers some 4th connecting holes.

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.

On the 3rd extension board 133 that this first connecting lateral plates 112 of this first gusset 11 both sides is fixedly connected on this set square 13 and this Square consisting of two isosceles right-angled triangles 14 respectively by latch and the 4th extension board 143.

On the 3rd extension board 133 that this second connecting lateral plates 122 of this second gusset 12 both sides is fixedly connected on this set square 13 and this Square consisting of two isosceles right-angled triangles 14 respectively by latch and the 4th extension board 143.

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 formation one post chamber 16.

This beam template unit 20 comprises first crossbeam plate 21, second cross beam side plate 22 and the 3rd side plate of crossbeam 23.

This second cross beam side plate 22 and the 3rd side plate of crossbeam 23 symmetry are connected to the both sides of this first crossbeam plate 21.

By this first crossbeam plate 21, this second cross beam side plate 22 and the 3rd side plate of crossbeam 23 around formation one crossbeam chamber 24.

When this beam template unit 20 is built above this column template unit 10 time, this crossbeam chamber 24 of this beam template unit 20 is connected with this post chamber 16 of this column template unit 10, like this constructor to when concrete perfusion in this beam template unit 20 and this column template unit 10, concrete in this beam template unit 20 and this column template unit 10 is connected to form one overall, and forms 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 beam template 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, these splicing small panel 34 sequential concatenation some this panel 32 integrally.

Each this splicing small panel 34 comprises some plate bodys 51, bottom frame plate 52 and side plate 53.

This plate body 51 orders some are arranged in bottom this above frame plate 52, and this side plate 53 ring is located at this plate body 51 surroundings some.

This plate bodys 51 some, bottom this, frame plate 52 and this side plate 53 are connected to form this overall splicing small panel 34.

This side plate 53 being positioned at these plate body 51 both sides some is 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.

These splicing small panel 34 sequential concatenation some this panel 32 is integrally made by the structure design of this draw-in groove 531 and this fin 532.

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 joint determines a roof molding space 34, this roof molding space 34 is positioned at above this roof modular unit 30, and this roof molding space 34 is connected with this crossbeam chamber 24 of this beam template unit 20, when constructor above this roof modular unit 30 by 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 one overall.

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, constructor will solidify the body of wall forming building when Specific construction in concrete casting to this body of wall chamber 44.

The inside and outside both sides of this wall base 41 are respectively arranged with support bar 45, and this support bar 45 offers link slot 451.

This interior wall 42 comprises some interior wall baffle plates 421, is provided with card rib below each this interior wall baffle plate 421.

This card rib of this interior wall baffle plate 421 is plugged in this link slot 451 of this support bar 45 inside this wall base 41, makes this interior wall baffle plates 421 some be spliced to form this interior wall 42.

This exterior wall 43 comprises some exterior wall baffle plates 431, is provided with card rib below each this exterior wall baffle plate 431.

This card rib of this exterior wall baffle plate 431 is plugged in this link slot 451 of this support bar 45 outside this wall base 41, makes this exterior wall baffle plates 431 some be spliced to form this exterior wall 43.

This metope modular unit 40 also comprises interior wall column 46 and outer wall column 47, and this interior wall column 46 and this outer wall column 47 are arranged on the corner location place of this metope modular unit 40.

The both sides of this interior wall column 46 connect this interior wall baffle plate 421 respectively, 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 crossbeam plate 21 of this beam template unit 20, this second cross beam side plate 22 and the 3rd side plate of crossbeam 23, this support muscles and bones beam 31 of this roof modular unit 30, this panel 32 and this support fore-set 33, all expanded material is filled with in this wall base 41 of this metope modular unit 40, this interior wall 42 and this exterior wall 43

Building scaffold has been built in this split construction formwork combined system its periphery when embody rule, building scaffold comprises scaffold tube 1, scaffold tube 2 62, pipe clamp 1, pipe clamp 2 64, this scaffold tube 1 is inserted in this pipe clamp 1, this pipe clamp 2 64 with this scaffold tube 2 62 respectively, this scaffold tube 1 is divided into several through chambers with the inner chamber 68 of this scaffold tube 2 62 by reinforcing rib 69, and this inner chamber 68 filled with foaming material inside is to reinforce each scaffold tube.

When concrete enforcement, this pipe clamp 1 also can be connected between scaffold tube, and in order to lengthen the entire length of this scaffold tube, this scaffold tube can be this scaffold tube 1 or this scaffold tube 2 62.

This building pin is erected with 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 above this scaffold tube 72, these side walk slab 71 two ends are welding fixture 73 respectively, this scaffold tube 72 lower horizontal each is provided with clamping element 74, and this clamping element 74 is locked by bolt 75 with this fixture 73 connecting position place.

When concrete enforcement, this side walk slab 71 has anti-skid structure, and specifically comprise two kinds of modes: one, described side walk slab 71 upper surface is provided with anti-skidding convex layer; They are two years old, described side walk slab 71 is spliced by some fritter pin-connected panel plate bodys and is formed, each fritter pin-connected panel plate body upper surface is preset a slot and is installed reeding, simultaneously, the pin-connected panel plate body that each reeding Thickness Ratio is corresponding is slightly high to reach better skidproof effect, is finally assembled into a monoblock side walk slab by every block fritter pin-connected panel plate body again.

This split construction formwork combined system relies on braced structures to be fixed when embody rule, this braced structures, comprise wall face supporting plate 1, wall face supporting plate 2 82, support bar 86, this wall face supporting plate 1 and this wall face supporting plate 82 lower end are respectively with a projection, and this wall face supporting plate 1 is spliced into an overall structure body with this wall face supporting plate 2 82, it is interior and firm by latch 84 clamping that this structure inserts clamp fixer 83 by projection; 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 by this corresponding connector 85.

Claims (9)

1. a split construction formwork combined system, is characterized in that: it comprises column template unit, beam template unit, roof modular unit and metope modular unit,
This beam template unit is built above this column template unit, this roof modular unit is built on this beam template unit, this metope modular unit ring is located at this column template unit surrounding, this form assembly system is after completing and building, first constructor places skeleton in this form assembly system, then constructor is to placing of concrete or cement mortar in this form assembly system, concrete or cement mortar sclerosis fixed-type after, this form assembly system has been pulled down overall construction sequence from the tower structure of building by constructor
This column template unit comprises the first gusset, the 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 this column template unit of formation, and by this first gusset, this second gusset, this set square and this Square consisting of two isosceles right-angled triangles around formation one post chamber
This beam template unit comprises first crossbeam plate, second cross beam side plate and the 3rd side plate of crossbeam, this second cross beam side plate and the 3rd side plate of crossbeam symmetry are connected to the both sides of this first crossbeam plate, by this first crossbeam plate, this second cross beam side plate and the 3rd side plate of crossbeam around formation one crossbeam chamber, when this beam template unit is built above this column template unit time, this crossbeam chamber of this beam template unit is connected with this post chamber of this column template unit
This roof modular unit comprises support muscles and bones beam, panel and support fore-set, wherein, this support muscles and bones beam is set up between this beam template unit, 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 determine a roof molding space, this roof molding space is positioned at above this roof modular unit, and this roof molding space is connected with this crossbeam chamber of this beam template unit,
This metope modular unit comprises the wall base, interior wall and exterior wall, this interior wall and this exterior wall are erected at the inside and outside both sides of this wall base respectively, a body of wall chamber is formed between this interior wall and this exterior wall, the inside and outside both sides of this wall base are respectively arranged with support bar, this support bar offers link slot, this interior wall comprises some interior wall baffle plates, card rib is provided with below each this interior wall baffle plate, this card rib of this interior wall baffle plate is plugged in this link slot of this support bar inside this wall base, this interior wall baffle plates some are made to be spliced to form this interior wall, this exterior wall comprises some exterior wall baffle plates, card rib is provided with below each this exterior wall baffle plate, this card rib of this exterior wall baffle plate is plugged in this link slot of this support bar outside this wall base, this exterior wall baffle plates some are made to 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 corner board structure, this set square is identical with this Square consisting of two isosceles right-angled triangles structure, this first gusset comprises the first plate body and the first connecting lateral plate, this the first connecting lateral plate symmetry is connected to this first plate body both sides, this first connecting lateral plate offers some first connecting holes, this second gusset comprises the second plate body and the second connecting lateral plate, this the second connecting lateral plate symmetry is connected to this second plate body both sides, this second connecting lateral plate offers some second connecting holes,
This set square comprises the 3rd plate body, the 3rd connecting lateral plate and the 3rd extension board, 3rd connecting lateral plate symmetry is connected to the 3rd plate body both sides, 3rd extension board symmetry is connected to the end of the 3rd plate body both sides, the 3rd extension board offers some 3rd connecting holes
This Square consisting of two isosceles right-angled triangles comprises the 4th plate body, the 4th connecting lateral plate and the 4th extension board, 4th connecting lateral plate symmetry is connected to the 4th plate body both sides, 4th extension board symmetry is connected to the end of the 4th plate body both sides, the 4th extension board offers some 4th connecting holes
This first gusset and this second gusset are connected between this set square and this Square consisting of two isosceles right-angled triangles, on the 3rd extension board that this first connecting lateral plates of this first gusset both sides is fixedly connected on this set square and this Square consisting of two isosceles right-angled triangles respectively by latch and the 4th extension board, on the 3rd extension board that this second connecting lateral plates of this second gusset both sides is fixedly connected on this set square and this Square consisting of two isosceles right-angled triangles respectively by latch and the 4th extension board.
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, these splicing small panel sequential concatenation some this panel integrally, each this splicing small panel comprises some plate bodys, bottom frame plate and side plate, some this plate body orders to be arranged in bottom this above frame plate, this side plate ring is located at this plate body surroundings some, this plate bodys some, bottom this, frame plate and this side plate are connected to form this overall splicing small panel, this side plate being positioned at these plate body both sides some is 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, these splicing small panel sequential concatenation some this panel is integrally made by the structure design of this draw-in groove and this fin.
4. a kind of split construction formwork combined system as claimed in claim 1, it is characterized in that: this metope modular unit also comprises interior wall column and outer wall column, this interior wall column and this outer wall column are arranged on the corner location place of this metope modular unit, the both sides of this interior wall column connect this interior wall baffle plate respectively, 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 crossbeam plate of this beam template unit, this second cross beam side plate and the 3rd side plate of crossbeam, this support muscles and bones beam of this roof modular unit, this panel and this support fore-set, be all 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 this pipe clamp one, this pipe clamp two with this scaffold tube two respectively, this scaffold tube one is divided into several through chambers with the inner chamber of this scaffold tube two by reinforcing rib, and this inner chamber filled with foaming material inside is to reinforce each scaffold tube.
7. a kind of split construction formwork combined system as claimed in claim 6, is characterized in that: this pipe clamp one is connected between scaffold tube, in order to lengthen the entire length of this scaffold tube.
8. a kind of split construction formwork combined system as claimed in claim 6, it is characterized in that: this building scaffold is erected with side walk slab, this side walk slab comprises side walk slab and scaffold tube, this side walk slab is layed in above this scaffold tube, these side walk slab two ends are welding fixture respectively, this scaffold tube lower horizontal each is provided with clamping element, and this clamping element and this fixture connecting position place pass 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 be fixed, this braced structures, comprise wall face supporting plate one, wall face supporting plate two, support bar, this wall face supporting plate one and this wall face supporting plate two lower end are respectively with a projection, and this wall face supporting plate one and this wall face supporting plate two are spliced into an overall structure body, this structure to be inserted in clamp fixer by projection and firm by latch clamping; These support bar two ends are respectively arranged with connector and are connected with this clamp fixer, ground supports point respectively by this corresponding connector.
CN201110230775.4A 2011-07-11 2011-08-12 A kind of split construction formwork combined system CN102383590B (en)

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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

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