WO2019222894A1 - 免拆模建筑及其建造方法 - Google Patents

免拆模建筑及其建造方法 Download PDF

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Publication number
WO2019222894A1
WO2019222894A1 PCT/CN2018/087713 CN2018087713W WO2019222894A1 WO 2019222894 A1 WO2019222894 A1 WO 2019222894A1 CN 2018087713 W CN2018087713 W CN 2018087713W WO 2019222894 A1 WO2019222894 A1 WO 2019222894A1
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WO
WIPO (PCT)
Prior art keywords
concrete
formwork
support
floor
mold
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Application number
PCT/CN2018/087713
Other languages
English (en)
French (fr)
Inventor
杨泓斌
李缙
陈祥祥
梁艺光
黄万禧
Original Assignee
增城市碧桂园物业发展有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 增城市碧桂园物业发展有限公司 filed Critical 增城市碧桂园物业发展有限公司
Priority to PCT/CN2018/087713 priority Critical patent/WO2019222894A1/zh
Publication of WO2019222894A1 publication Critical patent/WO2019222894A1/zh

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    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
    • E04B5/19—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members the filling members acting as self-supporting permanent forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • 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

Definitions

  • the present application relates to the field of construction technology, and in particular, to a form-free building and a construction method thereof.
  • a formwork such as a wood formwork, a combination formwork, or an aluminum formwork is used to build the cavity structure for the concrete. After the curing of the concrete beam is completed, the formwork needs to be disassembled, so that the construction time of the mold-free building is longer.
  • the wood formwork although it has the advantage of flexible combination, the wood formwork is easily deformed, so that it needs to be plastered and leveled after disassembly, which further extends the construction time of the formwork-free building.
  • a mold-free building and a construction method thereof are provided.
  • a method for constructing a mold-free building includes:
  • the column concrete, the beam concrete, and the floor concrete are sequentially poured, so that the column concrete is molded in the column pouring cavity, the beam concrete is molded in the beam pouring cavity, and the floor concrete is molded in the third concrete form On;
  • a mold-free building is obtained by using the above-mentioned construction method of a mold-free building.
  • FIG. 1 is a flowchart of a method for constructing a mold-free building according to an embodiment
  • FIG. 2 is a schematic diagram of a column construction process using the construction method of the mold-free building shown in FIG. 1;
  • step S103 is a flowchart of step S103 of the method for constructing a mold-free building shown in FIG. 1;
  • FIG. 4 is a schematic diagram of a beam construction process using the construction method of the mold-free building shown in FIG. 1;
  • FIG. 5 is a partial schematic diagram of the construction process of the beam shown in FIG. 4;
  • FIG. 6 is another schematic diagram of a beam construction process using the construction method of the mold-free building shown in FIG. 1;
  • step S109 of a method for constructing a mold-free building according to an embodiment
  • step S111 of a method for constructing a mold-free building according to an embodiment
  • step S111B of the method for constructing a mold-free building shown in FIG. 8;
  • step S111C of the method for constructing a mold-free building shown in FIG. 8;
  • FIG. 11 is a schematic diagram of a floor slab construction process using the construction method of the mold-free building shown in FIG. 1;
  • step S113 is a flowchart of step S113 of the method for constructing a mold-free building shown in FIG. 1;
  • FIG. 13 is a schematic diagram of overlapping of a mold-free building obtained by using the construction method of the mold-free building shown in FIG. 1; FIG.
  • FIG. 14 is a schematic diagram of a third concrete formwork connection during a floor slab construction method of a construction method of a form-free building according to an embodiment
  • 15 is a schematic diagram of a connector used in a third concrete formwork during a floor slab construction method of a construction method of a mold-free building according to an embodiment
  • 16 is a flowchart of a method for constructing a mold-free building according to another embodiment
  • 17 is a flowchart of a method for constructing a mold-free building according to still another embodiment.
  • a method for constructing a mold-free building includes: binding column reinforcement to form a column reinforcement cage; and assembling a plurality of first concrete forms to form a frame mold with a column pouring cavity, where the column reinforcement cage is located at The column pouring cavity is set up; a column supporting system is set up so that the column supporting system surrounds and clamps on the frame form; a beam supporting system is set up; a second concrete formwork is laid on the beam supporting system so that the first Two concrete forms are overlapped with the first concrete form, and a beam pouring cavity is formed on the second concrete form; a floor support system is set up; a third concrete form is laid on the floor support system to make the third concrete Formwork is overlapped on the second concrete formwork and the first concrete formwork respectively; beams and steel bars are placed in the beam pouring cavity; floor steel bars are placed on the floor; column concrete, beam concrete, and floor concrete are poured in this order , The column concrete is molded in the column pouring cavity, the beam concrete is molded in the beam pour, the
  • a method for constructing a mold-free building includes:
  • the column reinforcement cage can be formed by binding the column reinforcement to form a column reinforcement cage or directly lifting the column reinforcement cage.
  • the step S099 of providing a column reinforcement cage is specifically: binding the column reinforcement to form a column reinforcement cage. In other embodiments, the step S099 of providing a column reinforcement cage is specifically: lifting the column reinforcement cage.
  • a plurality of first concrete forms 110 are assembled to form a frame mold with a column casting cavity 110a.
  • the column reinforcement cage is located in the column pouring cavity 110a. Since the first concrete formwork has a certain strength and is not easily deformed, the problem of deformation of the first concrete formwork during the pouring of concrete is solved.
  • the cross-section of the frame mold in this embodiment has a square shape, and the cross-section of the column casting cavity 110a has a square shape. In other embodiments, the shape of the frame mold is not limited to a square shape, and may be other shapes, such as a hexagonal shape.
  • the step S103 of assembling a plurality of first concrete templates 110 is specifically: sequentially assembling a plurality of the first concrete templates 110 to reduce the time required for assembling the first concrete templates 110.
  • two adjacent first concrete forms 110 are spliced together vertically.
  • grooves 112 are respectively formed on two sides of each first concrete formwork 110, and the grooves 112 of two adjacent first concrete formwork 110 are embedded with each other, so that the adjacent two first concrete formwork 110 are tightly spliced. .
  • the cross section of the notch groove 112 is L-shaped, so that two adjacent first concrete formwork 110 are tightly spliced, and the difficulty of processing the notch groove 112 is low, which is beneficial to the rapid assembly of the frame mold and the reduction of costs.
  • the cross-section of the groove 112 is not limited to being L-shaped.
  • the cross section of the grooves 112 is zigzag or wavy, so that two adjacent first concrete forms 110 are tightly spliced together through the grooves 112.
  • the two adjacent first concrete formwork 110 are not limited to be engaged with each other through the groove 112.
  • one side of each of the first concrete formwork 110 is provided with a boss, and the other side is provided with a card slot.
  • Two adjacent first concrete formwork 110 are engaged with the card slot through the boss to make the adjacent The two first concrete forms 110 are spliced together.
  • one side of the first concrete formwork is a concrete hemp surface
  • the other side is a concrete flat surface
  • the concrete flat surface of the first concrete formwork is in contact with the purlin
  • the concrete hemp of the first concrete formwork is The surface is in good contact with the formed concrete, so that the formed concrete is better connected to the first concrete form.
  • the height of the frame formwork is equal to the height of the top mark of the concrete column, so that the height of the frame formwork matches the height of the top mark of the first concrete column, making the height of the concrete column formed in the pouring cavity meet the requirements, and shortening the concrete Construction period.
  • a pillar support system 10 is set up, so that the pillar support system 10 surrounds and is clamped on the frame mold.
  • the pillar support system 10 includes a purlin 120 and a fixing component 130.
  • step S103 of setting up a column support system includes:
  • the frame module is surrounded by the fixing component 130 and the purlin 120 is clamped on the frame mold, so that the column support system 10 is surrounded and clamped on the frame mold.
  • the purlin 120 has a bar-shaped structure.
  • the extending direction of the purlins 120 and the sides of the first concrete formwork 110 are parallel to each other.
  • the cross-section of the purlin 120 is rectangular, so that the purlin 120 abuts against the side wall of the frame mold, and the fixing component 130 is clamped on the frame mold better.
  • the number of the purlins 120 is multiple, and each of the purlins 120 abuts on each of the first concrete formwork 110, and the fixing assembly 130 is clamped to the plurality of purlins 120 respectively.
  • the fixing assembly 130 better clamps the purlin 120 to the frame mold.
  • the step S103B of clamping the purlin 120 to the frame mold by the fixing component 130 is specifically:
  • the fixing component 130 is clamped on a plurality of purlins 120, and the fixing component 130 abuts a side of each purlin 120 facing away from the frame mold, so that the fixing component 130 is better clamped. Tight on the frame mold.
  • the plurality of purlins 120 are parallel to each other, and the plurality of purlins 120 surround the frame mold and are spaced apart, so that the abutting force of the purlins 120 received by the frame mold is more uniform, so that the fixing component 130 The purlin 120 is better clamped on the frame mold.
  • the step S103B of clamping the purlin 120 to the frame mold by the fixing component 130 is specifically:
  • the fixing component 130 is clamped on a plurality of purlins 120, and the fixing component 130 abuts a side of each purlin 120 facing away from the frame mold, so that the fixing component 130 is better clamped. Tight on the frame mold.
  • the roughness of one side of each of the first concrete forms 110 adjacent to the column support system 10 is less than the roughness of the other side facing away from the column support system, that is, the first concrete form One side of the 110 is rougher than the other, and the smoother side of the first concrete form 110 abuts on the purlin 120, so that the rougher side of the first concrete form 110 is in good contact with the pillar concrete after forming;
  • the outer side of the assembled frame formwork is smoother, reducing the plastering and leveling workload of the concrete column after the removal of the purlin 120 and the fixing component 130.
  • the smoothness of the concrete column can be achieved without the need for plastering, which further shortens the concrete column. Construction time, thereby shortening the construction time of mold-free buildings.
  • each of the first concrete formwork 110 is a concrete hemp surface
  • the other side is a concrete flat surface.
  • the column support system When the column support system is set up, the column support system is surrounded and clamped on the concrete flat surface of each first concrete formwork 110, and the concrete hemp surface of each first concrete formwork is used as the inner wall of the column pouring cavity 110a, so that it is cast in place
  • the tightness of the connection between the concrete and the inner wall of the column pouring cavity 110a is better.
  • the flatness of the surface of the formed concrete column after construction is better. No plastering and screeding is needed.
  • the joints can be renovated on the concrete column by simply processing the joint position, which greatly shortens the construction of the project. time.
  • the fixing assembly 130 includes a first positioning member 132, a second positioning member (not shown), a fixing plate 136, and a connection plate 138.
  • the connecting plates 138 are all L-shaped, and the fixing plate 136 and the connecting plate 138 are oppositely disposed to form a square space together.
  • the two sides of the fixing plate 136 are respectively provided with a first connection hole 136a and a second connection hole 136b.
  • the two sides of the fixing plate 136 are respectively provided with a first placement groove 136c and a second placement groove 136d.
  • the groove 136c communicates with the first connection hole 136a, and the second placement groove 136d communicates with the second connection hole 136b; two sides of the connection plate 138 pass through the first placement groove 136c and the A second placement slot 136d, a third connection hole 138a and a fourth connection hole 138b are respectively formed on two sides of the connection plate 138, the third connection hole 138a communicates with the first connection hole 136a, and the fourth connection
  • the hole 138b is in communication with the second connection hole 136b; the first positioning member 132 is respectively inserted in the first connection hole 136a and the third connection hole 138a, and the second positioning member is respectively provided in The second connection hole 136b and the fourth connection hole 138b are inside.
  • the number of the first connection holes 136a, the second connection holes 136b, the third connection holes 138a, and the fourth connection holes 138b are multiple, and the plurality of first connection holes 136a and The plurality of third connection holes 138a are in one-to-one correspondence, the plurality of second connection holes 136b are in one-to-one correspondence with the plurality of third connection holes 138a, and the plurality of first connection holes 136a are each in correspondence with the third connection hole 138a.
  • the plurality of second connection holes 136b are in communication with the fourth connection hole 138b.
  • the first positioning members 132 are respectively disposed in one of the first connection holes 136a and one of the third connection holes 138a.
  • the fixing assembly 130 can clamp the purlin 120 and frame molds of different perimeters, and preset two adjacent ones according to the specifications and dimensions of the concrete column
  • the cross sections of the first placement groove 136c and the second placement groove 136d are U-shaped.
  • first placement groove 136c and the second placement groove 136d are respectively opened at the ends of the two ends of the fixing plate 136, which facilitates the two sides of the connection plate 138 to be quickly inserted into the first placement groove 136c and the second placement groove 136d. Quick installation of the connection plate 138 and the fixing plate 136 is achieved.
  • the number of purlins 120 is at least four, namely the first purlin 120a, the second purlin 120b, the third purlin 120c, and the fourth purlin 120d, and the first purlin 120a and the second purlin 120b abut on the fixing plate 136, respectively.
  • the third purlin 120c and the fourth purlin 120d are abutted on both sides of the connecting plate 138;
  • the cross section of the frame mold has a square shape, and the first purlin 120a and the second purlin 120b are abutted on a pair of frame molds, respectively.
  • the third purlin 120c and the fourth purlin 120d abut against another pair of adjacent sidewalls of the frame mold.
  • the first purlin 120a is disposed opposite the third purlin 120c, and the second purlin 120b and the fourth The purlins 120d are oppositely arranged.
  • the number of the first purlins 120a, the second purlins 120b, the third purlins 120c, and the fourth purlins 120d is two.
  • the two first purlins 120a abut one side of the fixing plate 136, and the two second purlins 120b.
  • the first purlin 120a and the second purlin 120b are welded or glued to both sides of the fixing plate 136, and the third purlin 120c and the fourth purlin 120d are welded or glued to both sides of the connecting plate 138, respectively.
  • a purlin 120a and a second purlin 120b abut on adjacent sidewalls of the frame mold at the same time. Since the first purlin 120a and the second purlin 120b are respectively welded or glued to both sides of the fixing plate 136, the fixing plate 136 follows the first purlin.
  • step S105 It is only necessary to pass the first positioning member 132 in the first connection hole 136a and the third connection hole 138a, respectively, and pass the second positioning member in the second connection hole 136b and the place.
  • the fixing plate 136 and the connecting plate 138 are used to quickly clamp the corresponding purlin 120 to the frame mold, that is, the fixing component 130 quickly clamps the purlin 120 to the frame mold.
  • first purlins 120a and the second purlins 120b are not limited to being fixed to both sides of the fixing plate 136 by welding or gluing, and may be locked to both sides of the fixing plate 136 by screws or studs
  • third purlin 120c and the fourth purlin 120d are not limited to being fixed to both sides of the connecting plate 138 by welding or gluing, and can also be locked to both sides of the connecting plate 138 by screws or studs.
  • the first purlin 120a, the second purlin 120b, and the fixing plate 136 are integrally formed to realize the space between the first purlin 120a and the fixing plate 136 and the second purlin 120b and the fixing plate 136 There is no gap between them, so that the structure of the fixing assembly 130 is more compact.
  • the third purlin 120c, the fourth purlin 120d, and the connecting plate 138 are integrally formed to realize a seamless connection between the third purlin 120c and the connecting plate 138 and the fourth purlin 120d and the connecting plate 138.
  • the material of each of the first concrete formwork 110 includes at least one of fiber-reinforced concrete or ceramsite concrete, so that the first concrete formwork 110 has a certain strength and meets the requirements for use of the formwork.
  • the cost of a concrete formwork 110 is low and easy to make.
  • the material of the first concrete formwork 110 is fiber concrete.
  • a beam supporting system 40 is set up.
  • the beam support system 40 includes a support rod 42, a support top bracket 44, and a support bottom plate 46.
  • step S109 of setting up the beam supporting system 40 includes:
  • the support rod 42 includes a rod body 42a and a support base 42b extending outward from the rod body 42a.
  • the support base 42b is used to contact the ground or other target installation positions.
  • the support base 42b and the rod body 42a are integrally formed, so that the structure of the support rod 42 is relatively compact.
  • the support base 42b and the rod body 42a may be separately formed and connected together by welding.
  • the cross sections of the support base 42b and the rod body 42a are circular, and the outer diameter of the support base 42b is larger than the outer diameter of the rod body 42a, so that the contact area between the support base 42b and the ground is large.
  • the material of the support rod 42 is aluminum or steel, so that the support rod 42 has better strength.
  • a support bracket 44 is installed on the support rod 42.
  • the support rod 42 and the support top bracket 44 are connected together by screws, so that the support top bracket 44 can be detachably connected to the support rod 42 to facilitate separate packaging and transportation.
  • the early disassembly site can be removed in advance and shortened. Construction time for no need to remove formwork beams.
  • the support rod 42 and the support top bracket 44 are not limited to detachable connections.
  • the support rod 42 and the support top bracket 44 can also be connected together by welding, so that the support base plate 46 can be quickly connected.
  • the supporting bracket 44 is made of aluminum or steel, so that the supporting bracket 44 has better strength.
  • the support bottom plate 46 is mounted on the support top bracket 44, and the support bottom plate 46 is connected to the support top bracket 44.
  • the supporting bottom plate 46 is mounted on the supporting top bracket 44 and the supporting bottom plate 46 is connected to the supporting top bracket 44 so that the supporting bottom plate 46 and the supporting top bracket 44 together serve as a base for laying and supporting the second concrete formwork 50.
  • step S109C of mounting the support bottom plate 46 on the support top bracket 44 is specifically:
  • the support bottom plate 46 is mounted on the support top bracket 44 through the first pin, so that the support bottom plate 46 and the support top bracket 44 are firmly connected.
  • the top surface of the support bracket 44 and the top surface of the support floor 46 are located in the same plane to ensure the horizontality of the subsequent second concrete formwork 50.
  • a first connection hole is provided on the support bottom plate 46
  • a second connection hole is provided on the support top bracket 44
  • the first pin is sequentially penetrated through one of the first connection hole and the second of the support bottom plate 46.
  • two adjacent support base plates 46 and the support top bracket 44 are fixed together by a first pin.
  • the supporting bottom plate 46 is bent.
  • the cross section of the supporting bottom plate 46 is L-shaped or U-shaped, so that the supporting bottom plate 46 is better connected to the supporting top bracket 44.
  • the supporting base plate 46 is made of metal or plastic, so that the supporting base plate 46 has better strength.
  • a second concrete form 50 is laid on the beam supporting system 40, so that the second concrete form 50 overlaps the first concrete form 110, and a beam pouring cavity 50a is formed on the second concrete form 50 .
  • the cross section of the second concrete formwork 50 is U-shaped, so that the beam pouring cavity 50a is U-shaped.
  • the material of the second concrete formwork 50 includes at least one of fiber-reinforced concrete and ceramsite concrete, so that the cost of the second concrete formwork 50 is low and the performance of resistance to bending deformation can be satisfied.
  • the second concrete formwork 50 includes a beam bottom formwork 52, a first beam side formwork 54 disposed vertically on the beam bottom formwork 52, and a first beam side formwork vertically disposed on the beam bottom formwork 52. ⁇ ⁇ side formwork 56.
  • the first beam-side formwork 54 and the second beam-side formwork 56 are parallel to each other.
  • the step S111 of laying a second concrete formwork 50 on the beam supporting system 40 includes:
  • the beam bottom formwork 52 is laid on the support bottom plate 46 and the support top bracket 44.
  • the first beam side formwork 54 is laid on one side of the beam bottom formwork 52.
  • a first step 522 and a second step 524 are provided on both sides of the beam bottom formwork 52
  • the first beam side formwork 54 is provided with a first positioning groove 542 adapted to the first step 522
  • a second beam side The formwork 56 is provided with a second positioning groove 562 adapted to the second step 524, so that the first beam-side formwork 54 and the second beam-side formwork 56 are laid on both sides of the beam bottom formwork 52 to ensure the first The beam-side formwork 54 and the second beam-side formwork 56 are in close contact with the beam-bottom formwork 52.
  • the beam bottom formwork 52 and the beam side formwork are not limited to the cooperation of steps and positioning grooves.
  • two sides of the beam bottom formwork 52 are respectively provided with a first boss and a second boss.
  • the first beam side template 54 is provided with a first clamping slot
  • the second beam side template 56 is provided with a second clamping slot.
  • the first boss is located in the first card slot
  • the second boss is located in the second card slot.
  • the extension direction of the first boss and the second boss are both parallel to the extension direction of the beam bottom template 52.
  • the cross sections of the first boss and the second boss are rectangular or semicircular, so that the first beam-side formwork 54 and the second beam-side formwork 56 are tightly connected to the beam bottom formwork 52.
  • step S111B of laying the first beam side formwork 54 on one side of the beam bottom formwork 52 includes:
  • S111B2 is connected to the first beam-side formwork 54 and the support floor 46 through a first corner code 60, wherein one side of the first corner code 60 abuts the first beam-side formwork 54. The other side abuts against the support floor 46 to ensure the verticality of the first beam side formwork 54 and the support floor 46. Since the beam bottom formwork 52 is laid on the support floor 46, the first beam side formwork 54 is vertically arranged on the beam On the bottom template 52.
  • the first beam-side formwork 54 includes a plurality of first beam-side formwork units 54a, and the number of the support base plate 46, the first corner 60, the support rod 42, and the support bracket 44 are multiple.
  • a plurality of support rods 42 are provided in one-to-one correspondence with a plurality of support top brackets 44.
  • Two adjacent support bottom plates 46 are respectively installed on both sides of one support top bracket 44.
  • Two adjacent first beam-side formwork units 54a pass through one
  • the first corner code 60 is connected to a corresponding support base plate 46.
  • the first corner code 60 is fixed to the corresponding support base plate 46 through the third pin 70, so that the first corner code 60 and the support base plate 46 are connected together.
  • the first angle 60 is provided with a first mounting hole 62
  • the support bottom plate 46 is provided with a second mounting hole 462
  • the third pin 70 is inserted through the first mounting hole 62 and the second mounting hole 462, respectively.
  • the number of the second mounting holes 462 is at least two.
  • the two second mounting holes 462 are distributed in a direction perpendicular to the extending direction of the first beam side formwork 54.
  • the distance between two adjacent second mounting holes 462 is determined by the concrete.
  • the size of the beam is set so that the support floor 46 can adapt to the construction of concrete beams of different sizes.
  • step S111C of laying the second beam side formwork 56 on the other side of the beam bottom formwork 52 includes:
  • S111C2 is connected to the second beam-side formwork 56 and the support floor 46 through a second corner code 80, respectively.
  • one side of the second corner code 80 is in contact with the second beam-side formwork 56 and the other side is in contact with the support bottom plate 46, thereby ensuring the verticality of the second beam-side formwork 56 and the support bottom plate 46. Since the beam bottom formwork 52 is laid on the support floor 46, the second beam side formwork 56 is vertically disposed on the beam bottom formwork 52.
  • the second beam-side formwork 56 includes a plurality of second beam-side formwork units 56a, and the plurality of second beam-side formwork units 56a correspond to the plurality of first beam-side formwork units 54a one-to-one.
  • the number of the support bottom plate 46 and the second corner code 80 are multiple. Adjacent two support base plates 46 are respectively installed on both sides of the support top bracket 44, and two adjacent second beam-side formwork units 56 a are connected to the corresponding support base plate 46 through a second corner code 80.
  • the second corner code 80 is fixed to the corresponding support base plate 46 through the fourth pin 90, so that the second corner code 80 and the support base plate 46 are connected together.
  • a third mounting hole 82 is defined in the second corner 80
  • a fourth mounting hole 464 is defined in the support bottom plate 46
  • the fourth pin 90 is inserted through the third mounting hole 82 and the fourth mounting hole 464, respectively.
  • the number of the fourth mounting holes 464 is at least two.
  • the two fourth mounting holes 464 are distributed in a direction perpendicular to the extending direction of the second beam-side formwork 56. The distance between two adjacent fourth mounting holes 464 is determined by the concrete.
  • the size of the beam is set so that the support floor 46 can adapt to the construction of concrete beams of different sizes.
  • the roughness of one side of the second concrete formwork 50 adjacent to the beam support system 40 is less than the roughness of the other side far from the beam support system 40, so that the beam concrete that is subsequently formed is It is tightly connected in the beam casting cavity 50a.
  • the floor support system 140 includes a scaffold 142 and a profile steel 144 disposed on the scaffold 142.
  • the section steel 144 is a steel bar or channel steel.
  • the section steel 144 is a steel bar.
  • step S113 of setting up the floor support system 140 includes:
  • a scaffold 142 is set up according to a construction scheme of a formwork, so that the set up scaffold 142 is adapted to the construction area of the floor.
  • the scaffolding 142 is a frame structure, so that fewer consumables are needed for the scaffolding 142.
  • the scaffolding 142 is a metal frame structure, so that the support strength of the support system is high.
  • the scaffolding 142 includes a plurality of first metal bars and a plurality of second metal bars, the plurality of first metal bars are spaced apart from each other, and the plurality of first metal bars are disposed along a vertical direction to the ground.
  • each first metal bar includes a metal bar body and a support block detachably connected to the metal bar body, and a side of the support block facing away from the metal bar body abuts the ground to avoid the metal bar body.
  • the metal bar body is snap-connected to the support block to achieve rapid disassembly and assembly between the metal bar body and the support block.
  • the support block includes a support block body and an elastic member.
  • the support block body is provided with a communication card hole and a telescopic slot, and the elastic member is located in the telescopic slot and slides with the support block body.
  • the elastic member includes a connected elastic portion and an abutting portion, the elastic portion is located in the telescopic groove, and an end portion of the elastic portion remote from the abutting portion is connected to the support block body A part of the abutting portion protrudes from the telescopic groove and is located in the card hole and abuts the convex portion, so that the elastic member elastically abuts on the convex portion.
  • the elastic portion is a spring or an elastic glue, so that the elastic portion has elasticity.
  • the abutting portion is welded to the elastic portion, so that the abutting portion and the elastic portion are firmly connected.
  • the abutting portion may be fastened to the elastic portion by screws.
  • the elastic portion and the abutting portion may be integrally formed.
  • the card hole and the inner wall of the expansion groove are coated with a wear-resistant layer, which can improve the service life of the support block body, that is, the use of the support block. life.
  • each first metal bar includes a top bracket, and the top bracket is threadedly connected to an end of the metal strip body remote from the support block, so that the connection position of the metal strip body and the top bracket is adjustable;
  • the second metal support bar at the top of the scaffold 142 is a top second support bar, and the top second support bar is connected to the top bracket.
  • the top second support bar is detachably connected to the top support.
  • a U-shaped groove is provided on the top support, and the second top support bar is located in the U-shaped slot and connected to the top support, so that the top second support bar is quickly disassembled from the first support bar. on.
  • a third concrete formwork 150 is laid on the floor support system 140, so that the third concrete formwork 150 overlaps the second concrete formwork and the first concrete formwork 110, respectively.
  • step S115 of laying a third concrete formwork 150 on the floor support system 140 is specifically:
  • the third concrete formwork 150 is laid on the profile steel 144, so that the third concrete formwork 150 is laid on the floor support system 140.
  • the number of the third concrete formwork 150 is plural.
  • the steps of laying the third concrete form 150 on the profile steel 144 are as follows:
  • a plurality of the third concrete formwork 150 are sequentially laid on the profile steel 144 so that two adjacent third concrete formwork 150 abut each other, so that the gap between the two adjacent third concrete formwork 150 is small.
  • Each third concrete formwork 150 is laid on the profiled steel 144 so that the third concrete formwork 150 does not move relative to the profiled steel 144, so that the third concrete formwork 150 is better laid on the floor support system.
  • each of the third concrete formwork 150 includes a smooth surface and a rough surface disposed opposite to the smooth surface, the smooth surface faces away from the profile steel 144, and the rough surface abuts the smooth surface so that the first The rougher surface of the three concrete formwork 150 is in contact with the floor concrete that is subsequently poured, which increases the contact area between the two, so that the third concrete formwork 150 is closely connected to the floor concrete.
  • the smooth surface of each third concrete formwork 150 faces downward and the rough surface faces upward.
  • the gap between two adjacent third concrete formwork 150 is 5mm-10mm, so that the laying between the third concrete formwork 150 meets the requirements of safe construction.
  • the material of each third concrete formwork 150 includes at least one of fiber-reinforced concrete or ceramsite concrete, so that the third concrete formwork 150 has a certain strength and meets the requirements for use of the formwork.
  • the profile steel of the floor support system may also be replaced with aluminum.
  • the floor support system includes scaffolding and aluminum materials provided on the scaffold. Step S101 of setting up the floor support system includes:
  • a scaffold is erected to adapt the erected scaffold to the construction area of the floor.
  • the scaffold is a frame structure, so that fewer consumables are needed for the scaffold.
  • the scaffolding is a metal frame structure, so that the support strength of the floor support system is high.
  • the scaffolding includes a plurality of first metal bars and a plurality of second metal bars, a plurality of the first metal bars are spaced apart from each other, and a plurality of the first metal bars are arranged perpendicular to the ground.
  • each first metal bar includes a metal bar body and a support block detachably connected to the metal bar body, and a side of the support block facing away from the metal bar body abuts the ground to avoid the metal bar body.
  • the metal bar body is snap-connected to the support block to achieve rapid disassembly and assembly between the metal bar body and the support block.
  • the support block includes a support block body and an elastic member.
  • the support block body is provided with a communication card hole and a telescopic slot, and the elastic member is located in the telescopic slot and slides with the support block body.
  • the elastic member includes a connected elastic portion and an abutting portion, the elastic portion is located in the telescopic groove, and an end portion of the elastic portion remote from the abutting portion is connected to the support block body A part of the abutting portion protrudes from the telescopic groove and is located in the card hole and abuts the convex portion, so that the elastic member elastically abuts on the convex portion.
  • the elastic portion is a spring or an elastic glue, so that the elastic portion has elasticity.
  • the abutting portion is welded to the elastic portion, so that the abutting portion and the elastic portion are firmly connected.
  • the abutting portion may be fastened to the elastic portion by screws.
  • the elastic portion and the abutting portion may be integrally formed.
  • the card hole and the inner wall of the expansion groove are coated with a wear-resistant layer, which can improve the service life of the support block body, that is, the use of the support block. life.
  • each first metal bar includes a top bracket, and the top bracket is threadedly connected to an end of the metal strip body remote from the support block, so that the connection position of the metal strip body and the top bracket is adjustable;
  • the second metal support bar on the top of the scaffold is a top second support bar, and the top second support bar is connected to the top support.
  • the top second support bar is detachably connected to the top support.
  • a U-shaped groove is provided on the top support, and the second top support bar is located in the U-shaped slot and connected to the top support, so that the top second support bar is quickly disassembled from the first support bar. on.
  • the aluminum material is laid on the scaffold to form the floor support system.
  • the step of laying a third concrete formwork on the floor support system is as follows:
  • a third concrete formwork is laid on the aluminum material, so that the third concrete formwork 150 is laid on the floor support system 140.
  • a plurality of the third concrete formwork 150 are distributed in a rectangular array.
  • the method before placing the beam reinforcement in the beam pouring cavity 50a and sequentially laying a plurality of the third concrete formwork 150 on the profile steel 144, the method further includes the following steps:
  • the connecting piece 160 is used to fix two adjacent third concrete formwork 150 so that the adjacent two third concrete formwork 150 can reliably abut and avoid two adjacent third concrete formwork 150.
  • the concrete formwork 150 moves relatively.
  • the step S116A of fixing the two adjacent third concrete formwork 150 by using the connecting member 160 is specifically as follows: the abutment of the adjacent third concrete formwork 150 is fixed by using the connecting member, so that the adjacent third The joint of the concrete formwork 150 is relatively compact.
  • the connecting member 160 is a horse nail or the like.
  • the connecting member 160 is U-shaped, and two ends of the connecting member are respectively connected to two adjacent third concrete formwork 150, so that the connecting member fixedly connects the two third concrete formwork 150 into one body.
  • the method before placing the beam reinforcement in the beam pouring cavity 50a, and after fixing two adjacent third concrete formworks 150 with a connecting member, the method further includes the following steps:
  • the step S116B of splicing a gap between two adjacent third concrete templates 150 is specifically: using a tape to splice the gap between two adjacent third concrete templates 150.
  • the tape is a water tape, so that the tape is sealed and spliced in a gap between two adjacent third concrete forms 150.
  • a groove is formed on each of the third concrete forms, so that two adjacent third concrete forms are embedded with each other through the grooves. So as to make the splicing between two adjacent third concrete forms closer.
  • S119 placing the floor reinforcement 140 on the floor.
  • the method before step S119 of placing the floor reinforcement 140 on the floor, and after step S117 of placing the beam reinforcement in the beam pouring cavity 50a, the method further includes the following steps:
  • Installing a reinforcing bar connector on the third concrete formwork enables the steel bar to be quickly and reliably positioned on the third concrete formwork through the reinforcing bar connector, thereby making the connection between the floor concrete subsequently poured and the third concrete formwork firmer.
  • the method before the steps of removing the column support system, the beam support system, and the floor support system 140, and after the steps of sequentially pouring the column concrete, beam concrete, and floor concrete 140, the method further includes: step:
  • a plurality of the third concrete formwork 150 are respectively subjected to a hanging stitching process to make the surface of the third concrete formwork 150 more even.
  • the roughness of the side of the third concrete formwork 150 adjacent to the floor support system 140 is greater than the roughness of the other side far from the floor support system 140, so that the subsequently formed floor concrete 140 is tightly connected to the third concrete formwork 150.
  • the steps of placing the beam reinforcement in the beam pouring cavity 50a and the step of placing the floor reinforcement 400 on the floor are interchanged.
  • the present application also provides a mold-free building, which is obtained by using the method for constructing a mold-free building according to any one of the foregoing embodiments.
  • column reinforcement is bound to form a column reinforcement cage; then, a plurality of first concrete forms 110 are assembled to form a frame mold with a column pouring cavity 110a, and the column reinforcement cage is located at the column In the pouring cavity 110a; then a column support system is set up to surround and clamp the column support system on the frame form; then a beam support system is set up; then a second concrete formwork is laid on the beam support system so that the second concrete formwork is overlapped with The first concrete formwork 110 is formed with a beam pouring cavity on the second concrete formwork; then a floor support system is set up; a third concrete formwork is laid on the floor support system so that the third concrete formwork overlaps the second concrete formwork and the first On the concrete formwork 110, ensure that the third concrete formwork, the second concrete formwork and the first concrete formwork 110 are connected together; then place the beam reinforcement in the beam pouring cavity; then place the floor reinforcement on the floor; then cast the column concrete in turn , Be
  • the formwork does not need to be disassembled and is used as a part of the mold-free building, eliminating the disassembly time of the formwork. Since the first concrete formwork 110, the second concrete formwork and the third concrete formwork are all concrete formwork, all have a certain strength and hardness, which is not easy Deformation occurs. After removing the column support system, beam support system and floor support system, it is not necessary to plaster and level, which greatly shortens the construction time of the mold-free building.

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Abstract

一种免拆模建筑的建造方法及采用该建造方法得到的免拆模建筑，该建造方法包括：提供一柱钢筋笼；对多个第一混凝土模板（110）进行拼装，以形成有柱浇筑腔（110a）的框模；搭设柱支撑体系（10）；搭设梁支撑体系（40）；于梁支撑体系（40）上铺设第二混凝土模板（50），使第二混凝土模板（50）搭接于第一混凝土模板（110），第二混凝土模板（50）上形成有梁浇筑腔（50a）；搭设楼板支撑体系（140）；于楼板支撑体系（140）上铺设第三混凝土模板（150）；将梁钢筋放置于梁浇筑腔（50a）内；将楼板钢筋放置于楼板上；浇筑混凝土；拆除柱支撑体系（10）、梁支撑体系（40）及楼板支撑体系（140）。该建造方法省去了模板的拆卸时间，缩短了建造时间。

Description

免拆模建筑及其建造方法 技术领域
本申请涉及建筑技术领域，特别是涉及一种免拆模建筑及其建造方法。
背景技术
在现浇筑混凝土建筑的工程中，采用木模板、组合模板或铝模板等类型的模板搭设用于浇筑混凝土的腔体结构。待混凝土梁养护完成之后，需要对模板进行拆卸，使免拆模建筑的建造时间较长。对于木模板，虽然其具有灵活组合的优点，但木模板容易发生变形，使其拆卸后需抹灰找平，这样进一步地延长了免拆模建筑的建造时间。
发明内容
根据本申请的各种实施例，提供一种免拆模建筑及其建造方法。
一种免拆模建筑的建造方法，包括：
提供一柱钢筋笼；
对多个第一混凝土模板进行拼装，以形成有柱浇筑腔的框模，所述柱钢筋笼位于所述柱浇筑腔内；
搭设柱支撑体系，使所述柱支撑体系环绕并夹紧于所述框模上；
搭设梁支撑体系；
于所述梁支撑体系上铺设第二混凝土模板，使所述第二混凝土模板搭接于所述第一混凝土模板，所述第二混凝土模板上形成有梁浇筑腔；
搭设楼板支撑体系；
于所述楼板支撑体系上铺设第三混凝土模板，使所述第三混凝土模板分别搭接于所述第二混凝土模板和所述第一混凝土模板上；
将梁钢筋放置于所述梁浇筑腔内；
将楼板钢筋放置于楼板上；
依次浇筑柱混凝土、梁混凝土以及楼板混凝土，使所述柱混凝土成型于所述柱浇筑腔内、所述梁混凝土成型于所述梁浇筑腔内、所述楼板混凝土成型于所述第三混凝土模板上；以及
拆除所述柱支撑体系、所述梁支撑体系及所述楼板支撑体系。
一种免拆模建筑，采用上述的免拆模建筑的建造方法得到。
本申请的一个或多个实施例的细节在下面的附图和描述中提出。本申请的其它特征、目的和优点将从说明书、附图以及权利要求书变得明显。
附图说明
为了更好地描述和说明这里公开的那些申请的实施例和/或示例，可以参考一幅或多幅附图。用于描述附图的附加细节或示例不应当被认为是对所公开的申请、目前描述的实施例和/或示例以及目前理解的这些申请的最佳模式中的任何一者的范围的限制。
图1为一实施例的免拆模建筑的建造方法的流程图；
图2为采用图1所示免拆模建筑的建造方法的柱建造过程的示意图；
图3为图1所示免拆模建筑的建造方法的步骤S103的流程图；
图4为采用图1所示免拆模建筑的建造方法的梁建造过程的示意图；
图5为图4所示梁建造过程的局部示意图；
图6为采用图1所示免拆模建筑的建造方法的梁建造过程的另一示意图；
图7为一实施例的免拆模建筑的建造方法的步骤S109的流程图；
图8为一实施例的免拆模建筑的建造方法的步骤S111的流程图；
图9为图8所示免拆模建筑的建造方法的步骤S111B的流程图；
图10为图8所示免拆模建筑的建造方法的步骤S111C的流程图；
图11为采用图1所示免拆模建筑的建造方法的楼板建造过程的示意图；
图12为采用图1所示免拆模建筑的建造方法的步骤S113的流程图；
图13为采用图1所示免拆模建筑的建造方法得到的免拆模建筑的搭接示意图；
图14为一实施例的免拆模建筑的建造方法的楼板建造过程的第三混凝土模板的连接示意图；
图15为一实施例的免拆模建筑的建造方法的楼板建造过程的第三混凝土模板所采用的连接件的示意图；
图16为又一实施例的免拆模建筑的建造方法的流程图；
图17为再一实施例的免拆模建筑的建造方法的流程图。
具体实施方式
为了便于理解本申请，下面将参照相关附图对本申请进行更全面的描述。附图中给出了本申请的较佳实施例。但是，本申请可以以许多不同的形式来实现，并不限于本文所描述的实施例。相反地，提供这些实施例的目的是使对本申请的公开内容的理解更加透彻全面。
需要说明的是，当元件被称为“固定于”另一个元件，它可以直接在另一个元件上或者也可以存在居中的元件。当一个元件被认为是“连接”另一个元件，它可以是直接连接到另一个元件或者可能同时存在居中元件。
除非另有定义，本文所使用的所有的技术和科学术语与属于本申请的技术领域的技术人员通常理解的含义相同。本文中在本申请的说明书中所使用的术语只是为了描述具体的实施例的目的，不是旨在于限制本申请。
例如，一种免拆模建筑的建造方法包括：绑扎柱钢筋，以形成柱钢筋笼；对多个第一混凝土模板进行拼装，以形成有柱浇筑腔的框模，所述柱钢筋笼位于所述柱浇筑腔内；搭设柱支撑体系，使所述柱支撑体系环绕并夹紧于所述框模上；搭设梁支撑体系；于所述梁支撑体系上铺设第二混凝土模板，使所述第二混凝土模板搭接于所述第一混凝土模板，所述第二混凝土模板上形成有梁浇筑腔；搭设楼板支撑体系；于所述楼板支撑体系上铺设第三混凝土模板，使所述第三混凝土模板分别搭接于所述第二混凝土模板和所述第一混凝土模板上；将梁钢筋放置于所述梁浇筑腔内；将楼板钢筋放置于楼板上；依次浇筑柱混凝土、梁混凝土以及楼板混凝土，使所述柱混凝土成型于所述柱浇筑腔内、所述梁混凝土成型于所述梁浇筑腔内、所述楼板混凝土成型于所述第三混凝土模板上；拆除所述柱支撑体系、所述梁支撑体系及所述楼板支撑体系。
如图1所示，一实施例的免拆模建筑的建造方法包括：
S101，提供一柱钢筋笼。柱钢筋笼可以由绑扎柱钢筋形成柱钢筋笼或直接吊装柱钢筋笼。在本实施例中，提供一柱钢筋笼的步骤S099具体为：绑扎柱钢筋以形成柱钢筋笼。在其他实 施例中，提供一柱钢筋笼的步骤S099具体为：吊装柱钢筋笼。
同时参见图2，S103，对多个第一混凝土模板110进行拼装，以形成有柱浇筑腔110a的框模。所述柱钢筋笼位于所述柱浇筑腔110a内，由于第一混凝土模板具有一定的强度且不易产生变形，解决了第一混凝土模板于浇筑混凝土过程中发生变形的问题。本实施例的框模的横截面呈方形状，且柱浇筑腔110a的横截面呈方形状。在其他实施例中，框模的形状不仅限于方形状，可以是其他形状，如六边形状。
在其中一个实施例中，对多个第一混凝土模板110进行拼装的步骤S103具体为：对多个所述第一混凝土模板110进行依次拼装，降低第一混凝土模板110拼装所需的时间。例如，相邻两个第一混凝土模板110垂直拼接于一起。又如，每个第一混凝土模板110的两边分别开设有企口槽112，相邻两个第一混凝土模板110的企口槽112相互嵌接，使相邻两个第一混凝土模板110紧密拼接。
例如，所述企口槽112的横截面呈L型状，使相邻两个第一混凝土模板110紧密拼接且企口槽112的加工难度较低，有利于框模的快速拼装和成本的降低。可以理解，在其他实施例中，所述企口槽112的横截面不仅限于呈L型状。例如，所述企口槽112的横截面呈锯齿状或波浪状，使相邻两个第一混凝土模板110通过企口槽112紧密拼接于一起。
当然，相邻两个第一混凝土模板110之间不仅限于通过企口槽112相互嵌接。例如，每个所述第一混凝土模板110的一边设有凸台，另一边开设有卡槽，相邻两个第一混凝土模板110之间通过凸台与卡槽卡接于一起，使相邻两个第一混凝土模板110拼接于一起。
在其中一个实施例中，所述第一混凝土模板的一侧为混凝土麻面，另一侧为混凝土平整面，使第一混凝土模板的混凝土平整面与檩条抵接，第一混凝土模板的混凝土麻面与成型后的混凝土较好地接触，从而使成型后的混凝土较好地连接于第一混凝土模板上。这样拼装后的框模的外侧较光滑，减少混凝土柱在檩条和固定组件的拆除之后的抹灰找平工作量，甚至无需抹灰也可以达到混凝土柱的光滑要求，进一步地缩短了混凝土柱的建造时间。
例如，所述框模的高度等于混凝土柱的顶标高度，使框模的高度与第一混凝土柱的顶标高度相适应，使成型于浇筑腔内的混凝土柱的高度满足要求，缩短了混凝土柱建造工期。S105，搭设柱支撑体系10，使所述柱支撑体系10环绕并夹紧于所述框模上。
在其中一个实施例中，所述柱支撑体系10包括檩条120和固定组件130。同时参见图3，搭设柱支撑体系的步骤S103包括：
S103A，将所述檩条120抵接于所述框模的侧壁，使所述檩条120位于所述柱浇筑腔110a之外，其中檩条120的延伸方向与框模的侧边平行；
S103B，通过所述固定组件130环绕所述框模并将所述檩条120夹紧于所述框模上，使柱支撑体系10环绕并夹紧于框模上。
例如，所述檩条120为条形状结构。又如，所述檩条120的延伸方向与第一混凝土模板110的侧边相互平行。又如，所述檩条120的横截面呈矩形状，使檩条120较好地抵接于框模的侧壁，且固定组件130较好地夹紧于框模上。
在其中一个实施例中，所述檩条120的数目为多个，每个所述檩条120对应抵接于每个所述第一混凝土模板110上，固定组件130通过多个檩条120分别夹紧于框模的四周，使固定组件130更好地将檩条120夹紧于框模上。
在其中一个实施例中，通过固定组件130将所述檩条120夹紧于所述框模上的步骤S103B具体为：
通过所述固定组件130夹持于多个所述檩条120上，且所述固定组件130抵接于每个所述檩条120的背离所述框模的一侧，使固定组件130更好地夹紧于框模上。
在其中一个实施例中，多个所述檩条120相互平行，且多个所述檩条120环绕所述框模并间隔分布，使框模所受檩条120的抵接力较为均匀，从而使固定组件130更好地将檩条120夹紧于框模上。
在其中一个实施例中，通过固定组件130将所述檩条120夹紧于所述框模上的步骤S103B具体为：
通过所述固定组件130夹持于多个所述檩条120上，且所述固定组件130抵接于每个所述檩条120的背离所述框模的一侧，使固定组件130更好地夹紧于框模上。
在其中一个实施例中，每一所述第一混凝土模板110的邻近所述柱支撑体系10的一侧的粗糙度小于背离所述柱支撑体系的另一侧的粗糙度，即第一混凝土模板110的一侧面比另一侧面粗糙，第一混凝土模板110的较光滑的侧面与檩条120抵接，使第一混凝土模板110的较粗糙的侧面以与成型后的柱混凝土较好地接触；这样拼装后的框模的外侧较光滑，减少混凝土柱在檩条120和固定组件130的拆除之后的抹灰找平工作量，甚至无需抹灰也可以达到混凝土柱的光滑要求，进一步地缩短了混凝土柱的建造时间，从而缩短免拆模建筑的建造时间。
进一步地，每一所述第一混凝土模板110的一侧为混凝土麻面，另一侧为混凝土平整面。在搭设柱支撑体系时，使柱支撑体系环绕并夹紧于每一第一混凝土模板110的混凝土平整面，而每一第一混凝土模板的混凝土麻面作为柱浇筑腔110a的内壁，这样现浇的混凝土与柱浇筑腔110a的内壁连接的紧密性较好。后续拆除柱支撑体系之后，建造成型后的混凝土柱的表面的平整性较好，无需抹灰找平，只需简单处理接缝位置，即可在混凝土柱上进行装修作业，大大缩短了工程的建造时间。
再次参见图2，在其中一个实施例中，所述固定组件130包括第一定位件132、第二定位件(图未示)、固定板136和连接板138，所述固定板136和所述连接板138均呈L型，所述固定板136与所述连接板138相对设置共同围成方形空间。所述固定板136的两边分别开设有第一连接孔136a和第二连接孔136b，所述固定板136的两边还分别开设有第一放置槽136c和第二放置槽136d，所述第一放置槽136c与所述第一连接孔136a连通，所述第二放置槽136d与所述第二连接孔136b连通；所述连接板138的两边分别穿设于所述第一放置槽136c和所述第二放置槽136d，所述连接板138的两边分别开设有第三连接孔138a和第四连接孔138b，所述第三连接孔138a与所述第一连接孔136a连通，所述第四连接孔138b与所述第二连接孔136b连通；所述第一定位件132分别穿设于所述第一连接孔136a和所述第三连接孔138a内，所述第二定位件分别穿设于所述第二连接孔136b和所述第四连接孔138b内。例如，所述第一连接孔136a、所述第二连接孔136b、所述第三连接孔138a、所述第四连接孔138b的数目均为多个，多个所述第一连接孔136a与多个所述第三连接孔138a一一对应，多个所述第二连接孔136b与多个所述第三连接孔138a一一对应，多个第一连接孔136a均与第三连接孔138a连通，多个第二连接孔136b均与第四连接孔138b连通，第一定位件132分别穿设于其中一个第一连接孔136a和其中一个第三连接孔138a内，第二定位件分别穿设于其中一个第二连接孔136b和其中一个第四连接孔138b内，使固定组件130可以对檩条120和不同周长的框模进行夹紧，根据混凝土柱的规格尺寸预设相邻两个第一连接孔136a的间距、相邻两个第二连接孔136b的间距、相邻两个第三连接孔138a的间距以及相邻两个第四连接孔138b的 间距，从而使固定组件130能够满足不同规格尺寸的混凝土柱的要求。例如，第一放置槽136c和第二放置槽136d的横截面均呈U型状。又如，第一放置槽136c和第二放置槽136d分别开设于固定板136的两端的端部，有利于连接板138的两边快速穿设于第一放置槽136c和第二放置槽136d内，实现连接板138与固定板136的快速安装。
例如，檩条120的数目至少为四个，分别为第一檩条120a、第二檩条120b、第三檩条120c和第四檩条120d，第一檩条120a和第二檩条120b分别抵接于固定板136的两边，第三檩条120c和第四檩条120d分别抵接于连接板138的两边；所述框模的横截面呈方形状，第一檩条120a和第二檩条120b分别抵接于框模的一对相邻侧壁上，第三檩条120c和第四檩条120d分别抵接于框模的另一对相邻侧壁上，第一檩条120a与第三檩条120c相对设置，第二檩条120b与第四檩条120d相对设置。又如，第一檩条120a、第二檩条120b、第三檩条120c和第四檩条120d的数目均为两个，两个第一檩条120a与固定板136的一边抵接，两个第二檩条120b与固定板136的另一边抵接，两个第三檩条120c与连接板138的一边抵接，两个第四檩条120d与连接板138的另一边抵接，使固定组件130更好地夹紧于框模上。
例如，第一檩条120a和第二檩条120b分别焊接或胶接于固定板136的两边，第三檩条120c和第四檩条120d分别焊接或胶接于连接板138的两边；使用时，可以将第一檩条120a和第二檩条120b同时抵接于框模的相邻侧壁上，由于第一檩条120a和第二檩条120b分别焊接或胶接于固定板136的两边，固定板136随第一檩条120a和第二檩条120b定位于框模的一对侧壁上；同理，连接板138随第三檩条120c和第四檩条120d定位于框模的另一对侧壁上，在进行步骤S105时仅需将第一定位件132分别穿设于所述第一连接孔136a和所述第三连接孔138a内，并将所述第二定位件分别穿设于所述第二连接孔136b和所述第四连接孔138b内，实现固定板136与连接板138快速将相应的檩条120夹紧于框模上，即固定组件130快速将檩条120夹紧于框模上。可以理解，在其他实施例中，第一檩条120a和第二檩条120b不仅限于通过焊接或胶接的方式固定于固定板136的两边，还可以通过螺钉或螺柱锁紧于固定板136的两边；同理，第三檩条120c和第四檩条120d不仅限于通过焊接或胶接的方式固定于连接板138的两边，还可以通过螺钉或螺柱锁紧于连接板138的两边。当然，为了使固定组件130的结构更加紧凑，例如，第一檩条120a、第二檩条120b和固定板136一体成型，实现第一檩条120a与固定板136之间、第二檩条120b与固定板136之间无缝隙连接，使固定组件130的结构更加紧凑。同理，第三檩条120c、第四檩条120d和连接板138一体成型，实现第三檩条120c与连接板138之间、第四檩条120d与连接板138之间无缝隙连接。
在其中一个实施例中，每一所述第一混凝土模板110的材料包括纤维混凝土或陶粒混凝土中的至少一种，使第一混凝土模板110具有一定的强度，满足模板的使用要求，且第一混凝土模板110的成本较低且容易制作。在本实施例中，所述第一混凝土模板110的材料为纤维混凝土。
如图4至图6所示，S109，搭设梁支撑体系40。
在其中一个实施例中，所述梁支撑体系40包括支撑杆42、支撑顶托44和支撑底板46。同时参见图7，搭设梁支撑体系40的步骤S109包括：
S109A，搭设支撑杆42。
在本实施例中，支撑杆42包括杆体42a和由杆体42a向外延伸而成的支撑座42b，支撑座42b用于与地面或其他目标搭设位置接触。例如，支撑座42b与杆体42a一体成型，使支撑杆42的结构较紧凑，可以理解，支撑座42b与杆体42a也可以各自成型并通过焊接连接于 一起。又如，支撑座42b和杆体42a的横截面均为圆形，且支撑座42b的外径大于杆体42a的外径，使支撑座42b与地面的接触面积较大。在其中一个实施例中，所述支撑杆42的材质为铝材或钢材，使支撑杆42具有较好的强度。
S109B，于所述支撑杆42上安装支撑顶托44。例如，通过螺钉将支撑杆42和支撑顶托44连接于一起，使支撑顶托44可拆卸连接于支撑杆42上，便于分别打包运输，与此同时，可对早拆部位进行提前拆除，缩短免拆模梁的建造时间。可以理解，在其他实施例中，支撑杆42和支撑顶托44之间不仅限于可拆卸连接，例如，支撑杆42和支撑顶托44还可以通过焊接的方式连接于一起，实现支撑底板46快速安装于支撑顶托44上。在其中一个实施例中，所述支撑顶托44的材质为铝材或钢材，使支撑顶托44具有较好的强度。
S109C，将支撑底板46安装于所述支撑顶托44上，使所述支撑底板46连接于所述支撑顶托44上。将支撑底板46安装于支撑顶托44上，使支撑底板46连接于支撑顶托44上，这样支撑底板46和支撑顶托44共同作为铺设和支撑第二混凝土模板50的基体。
在其中一个实施例中，将支撑底板46安装于所述支撑顶托44上的步骤S109C具体为：
通过第一销钉将支撑底板46安装于所述支撑顶托44上，使支撑底板46与支撑顶托44紧固连接。例如，支撑顶托44的顶面与支撑底板46的顶面位于同一平面内，以确保后续第二混凝土模板50的水平性。进一步地，支撑底板46上开设有第一连接孔，所述支撑顶托44上开设有第二连接孔，所述第一销钉依次穿设于其中一个支撑底板46的第一连接孔、第二连接孔和另外一个支撑底板46的第一连接孔内，使相邻两个支撑底板46和支撑顶托44通过第一销钉固定于一起。又如，所述支撑底板46呈弯折状。进一步地，支撑底板46的横截面呈L型或U型，使支撑底板46更好地连接于支撑顶托44上。在其中一个实施例中，所述支撑底板46的材质为金属或塑料，使支撑底板46具有较好的强度。
S111，于所述梁支撑体系40上铺设第二混凝土模板50，使所述第二混凝土模板50搭接于所述第一混凝土模板110，所述第二混凝土模板50上形成有梁浇筑腔50a。例如，所述第二混凝土模板50的横截面呈U型状，使梁浇筑腔50a呈U型状。在其中一个实施例中，所述第二混凝土模板50的材料包括纤维混凝土和陶粒混凝土中的至少一种，使第二混凝土模板50的成本较低且能满足抗弯折变形的性能。
在其中一个实施例中，所述第二混凝土模板50包括梁底模板52、垂直设置于所述梁底模板52上的第一梁侧模板54以及垂直设置于所述梁底模板52上的第二梁侧模板56。所述第一梁侧模板54与所述第二梁侧模板56相互平行。如图8所示，于所述梁支撑体系40上铺设第二混凝土模板50的步骤S111包括：
S111A，将所述梁底模板52铺设于所述支撑底板46和所述支撑顶托44上。
S111B，将所述第一梁侧模板54铺设于所述梁底模板52的一边。
S111C，将所述第二梁侧模板56铺设于所述梁底模板52的另一边。
例如，梁底模板52的两边分别设有第一台阶522和第二台阶524，第一梁侧模板54开设有与所述第一台阶522相适配的第一定位槽542，第二梁侧模板56开设有与所述第二台阶524相适配的第二定位槽562，使第一梁侧模板54和第二梁侧模板56较好地铺设于梁底模板52的两边，保证第一梁侧模板54和第二梁侧模板56与梁底模板52之间紧密接触。可以理解，在其他实施例中，梁底模板52与梁侧模板之间不仅限于台阶和定位槽的配合方式，例如，梁底模板52的两边分别设有第一凸台和第二凸台，第一梁侧模板54上开设有第一卡槽，第二梁侧模板56上开设有第二卡槽，第一凸台位于第一卡槽内，第二凸台位于第二卡槽内。又 如，第一凸台和第二凸台的延伸方向均与梁底模板52的延伸方向平行。又如，第一凸台和第二凸台的横截面呈矩形状或半圆形状，使第一梁侧模板54和第二梁侧模板56均紧密连接于梁底模板52上。
如图9所示，在其中一个实施例中，将所述第一梁侧模板54铺设于所述梁底模板52的一边的步骤S111B包括：
S111B1，将所述第一梁侧模板54定位于所述梁底模板52的一边；
S111B2，通过第一角码60分别连接于所述第一梁侧模板54和所述支撑底板46上，其中，所述第一角码60的一边与所述第一梁侧模板54抵接，另一边与所述支撑底板46抵接，保证了第一梁侧模板54与支撑底板46的垂直性，由于梁底模板52铺设于支撑底板46上，使第一梁侧模板54垂直设置于梁底模板52上。
例如，第一梁侧模板54包括多个第一梁侧模板单元54a，所述支撑底板46、第一角码60、支撑杆42和支撑顶托44的数目均为多个。多个支撑杆42与多个支撑顶托44一一对应设置，相邻两个支撑底板46分别安装于一个支撑顶托44的两侧，相邻两个第一梁侧模板单元54a通过一个所述第一角码60连接于相应的支撑底板46上。又如，通过第三销钉70将第一角码60固定于相应的支撑底板46上，使第一角码60和支撑底板46连接于一起。例如，第一角码60上开设有第一安装孔62，支撑底板46上开设有第二安装孔462，所述第三销钉70分别穿设于第一安装孔62和第二安装孔462内，使第一角码60和支撑底板46牢固连接。又如，第二安装孔462的数目至少两个，两个第二安装孔462沿与第一梁侧模板54的延伸方向垂直的方向分布，相邻两个第二安装孔462的间距根据混凝土梁的尺寸规格进行设置，使支撑底板46能够适应不同尺寸规格的混凝土梁的建造。
如图10所示，在其中一个实施例中，将所述第二梁侧模板56铺设于所述梁底模板52的另一边的步骤S111C包括：
S111C1，将所述第二梁侧模板56定位于所述梁底模板52的另一边；
S111C2，通过第二角码80分别连接于所述第二梁侧模板56和所述支撑底板46上。其中，所述第二角码80的一边与所述第二梁侧模板56抵接，另一边与所述支撑底板46抵接，保证了第二梁侧模板56与支撑底板46的垂直性，由于梁底模板52铺设于支撑底板46上，使第二梁侧模板56垂直设置于梁底模板52上。
例如，第二梁侧模板56包括多个第二梁侧模板单元56a，多个第二梁侧模板单元56a与多个第一梁侧模板单元54a一一对应。所述支撑底板46和第二角码80的数目均为多个。相邻两个支撑底板46分别安装于支撑顶托44的两侧，相邻两个第二梁侧模板单元56a通过一个所述第二角码80连接于相应的支撑底板46上。又如，通过第四销钉90将第二角码80固定于相应的支撑底板46上，使第二角码80和支撑底板46连接于一起。例如，第二角码80上开设有第三安装孔82，支撑底板46上开设有第四安装孔464，所述第四销钉90分别穿设于第三安装孔82和第四安装孔464内，使第二角码80和支撑底板46牢固连接。又如，第四安装孔464的数目至少两个，两个第四安装孔464沿与第二梁侧模板56的延伸方向垂直的方向分布，相邻两个第四安装孔464的间距根据混凝土梁的尺寸规格进行设置，使支撑底板46能够适应不同尺寸规格的混凝土梁的建造。
在其中一个实施例中，所述第二混凝土模板50的邻近所述梁支撑体系40的一侧的粗糙度小于远离所述梁支撑体系40的另一侧的粗糙度，使后续成型的梁混凝土紧密地连接于梁浇筑腔50a内。
S113，搭设楼板支撑体系140。
如图11所示，在其中一个实施例中，所述楼板支撑体系140包括脚手架142以及在所述脚手架142上设置的型钢144。例如，所述型钢144为钢檩条或槽钢等。在本实施例中，所述型钢144为钢檩条。同时参见图12，搭设楼板支撑体系140的步骤S113包括：
S113A，搭设脚手架142。
再次参见图11，例如，根据模板的施工方案搭设脚手架142，使搭设的脚手架142与楼板的建造面积相适配。例如，所述脚手架142为框架结构，使脚手架142所需的耗材较少。又如，所述脚手架142为金属框架结构，使支撑体系的支撑强度较高。例如，所述脚手架142包括多个第一金属条和多个第二金属条，多个所述第一金属条间隔分布，且多个所述第一金属条沿垂直于地面设置，每个第二金属条分别与多个所述第一金属条垂直设置，且相邻两个第二金属条相互平行，使所述脚手架142形成金属框架结构。又如，每个第一金属条包括金属条本体和与所述金属条本体可拆卸连接的支撑块，所述支撑块的背离所述金属条本体的一侧抵接于地面，避免金属条本体与地面直接接触而导致金属条本体腐蚀的问题，当支撑块损坏时，可以仅更换支撑块，而金属条本体可以继续使用，大大降低了支撑体系的成本。进一步地，为了便于第一金属条的拆装及运输，例如，所述金属条本体与支撑块卡扣连接，实现金属条本体与支撑块之间快速拆装。又如，所述支撑块包括支撑块本体和弹性件，所述支撑块本体上开设有相连通的卡孔和伸缩槽，所述弹性件位于所述伸缩槽内并与所述支撑块本体滑动连接，所述金属条本体的端部设置有凸起部，所述凸起部卡入所述卡孔内并与所述支撑块本体卡接，且所述弹性件弹性抵接于所述凸起部上，使凸起部可靠地卡扣连接于支撑块本体上。例如，所述弹性件包括相连接的弹性部和抵接部，所述弹性部位于所述伸缩槽内，且所述弹性部的远离所述抵接部的端部与所述支撑块本体连接，部分所述抵接部伸出所述伸缩槽位于所述卡孔内并与所述凸起部抵接，使弹性件弹性抵接于凸起部上。又如，所述弹性部为弹簧或弹性胶，使弹性部具有弹性。例如，所述抵接部焊接于所述弹性部上，使抵接部与弹性部牢固连接。在其他实施例中，所述抵接部还可以通过螺钉紧固于弹性部上。当然，为了使弹性件的结构较为紧凑，在其他实施例中，所述弹性部与所述抵接部也可以一体成型。例如，为了提高支撑块本体的防腐蚀性能和耐磨性能，所述卡孔和所述伸缩槽的内壁上均涂覆有耐磨层，可以提高支撑块本体的使用寿命，即支撑块的使用寿命。例如，每个第一金属条包括顶托，所述顶托螺纹连接于所述金属条本体的远离所述支撑块的端部，使金属条本体与顶托的连接位置可调；位于所述脚手架142的顶部的第二金属支撑条为顶部第二支撑条，所述顶部第二支撑条与顶托连接。例如，所述顶部第二支撑条与所述顶托可拆卸连接。又如，所述顶托上开设有U型槽，所述顶部第二支撑条位于所述U型槽内并与所述顶托连接，使顶部第二支撑条快速拆装于第一支撑条上。
S113B，于所述脚手架142上铺设所述型钢144，形成支撑体系。
同时参见图13，S115，于所述楼板支撑体系140上铺设第三混凝土模板150，使所述第三混凝土模板150分别搭接于所述第二混凝土模板和所述第一混凝土模板110上。
在其中一个实施例中，于所述楼板支撑体系140上铺设第三混凝土模板150的步骤S115具体为：
于所述型钢144上铺设所述第三混凝土模板150，使第三混凝土模板150铺设于楼板支撑体系140上。
在其中一个实施例中，所述第三混凝土模板150的数目为多个。于所述型钢144上铺设 所述第三混凝土模板150的步骤具体为：
于所述型钢144上顺序铺设多个所述第三混凝土模板150，使相邻两个第三混凝土模板150相互抵接，这样相邻两个第三混凝土模板150之间的间隙较小，由于每个第三混凝土模板150铺设于型钢144上，使第三混凝土模板150不会相对于型钢144运动，从而使第三混凝土模板150较好地铺设于楼板支撑体系上。
例如，每个所述第三混凝土模板150包括平滑面和与所述平滑面相对设置的粗糙面，所述平滑面背离所述型钢144，所述粗糙面抵接于所述平滑面，使第三混凝土模板150的较粗糙的表面与后续浇筑的楼板混凝土接触，增大了两者之间的接触面积，使第三混凝土模板150与楼板混凝土紧密连接。例如，每个第三混凝土模板150的平滑面朝下，粗糙面朝上。例如，相邻两个第三混凝土模板150之间的间隙为5mm～10mm，以使第三混凝土模板150之间的铺设符合安全建设的要求。例如，每个第三混凝土模板150的材料包括纤维混凝土或陶粒混凝土中的至少一种，使第三混凝土模板150具有一定的强度，满足模板的使用要求。
可以理解，在其他实施例中，楼板支撑体系的型钢还可以用铝材来替换。例如，所述楼板支撑体系包括脚手架以及在所述脚手架上设置的铝材，搭设所述楼板支撑体系的步骤S101包括：
搭设脚手架。
例如，根据第三混凝土模板的施工方案搭设脚手架，使搭设的脚手架与楼板的建造面积相适配。例如，所述脚手架为框架结构，使脚手架所需的耗材较少。又如，所述脚手架为金属框架结构，使楼板支撑体系的支撑强度较高。例如，所述脚手架包括多个第一金属条和多个第二金属条，多个所述第一金属条间隔分布，且多个所述第一金属条沿垂直于地面设置，每个第二金属条分别与多个所述第一金属条垂直设置，且相邻两个第二金属条相互平行，使所述脚手架形成金属框架结构。又如，每个第一金属条包括金属条本体和与所述金属条本体可拆卸连接的支撑块，所述支撑块的背离所述金属条本体的一侧抵接于地面，避免金属条本体与地面直接接触而导致金属条本体腐蚀的问题，当支撑块损坏时，可以仅更换支撑块，而金属条本体可以继续使用，大大降低了楼板支撑体系的成本。进一步地，为了便于第一金属条的拆装及运输，例如，所述金属条本体与支撑块卡扣连接，实现金属条本体与支撑块之间快速拆装。又如，所述支撑块包括支撑块本体和弹性件，所述支撑块本体上开设有相连通的卡孔和伸缩槽，所述弹性件位于所述伸缩槽内并与所述支撑块本体滑动连接，所述金属条本体的端部设置有凸起部，所述凸起部卡入所述卡孔内并与所述支撑块本体卡接，且所述弹性件弹性抵接于所述凸起部上，使凸起部可靠地卡扣连接于支撑块本体上。例如，所述弹性件包括相连接的弹性部和抵接部，所述弹性部位于所述伸缩槽内，且所述弹性部的远离所述抵接部的端部与所述支撑块本体连接，部分所述抵接部伸出所述伸缩槽位于所述卡孔内并与所述凸起部抵接，使弹性件弹性抵接于凸起部上。又如，所述弹性部为弹簧或弹性胶，使弹性部具有弹性。例如，所述抵接部焊接于所述弹性部上，使抵接部与弹性部牢固连接。在其他实施例中，所述抵接部还可以通过螺钉紧固于弹性部上。当然，为了使弹性件的结构较为紧凑，在其他实施例中，所述弹性部与所述抵接部也可以一体成型。例如，为了提高支撑块本体的防腐蚀性能和耐磨性能，所述卡孔和所述伸缩槽的内壁上均涂覆有耐磨层，可以提高支撑块本体的使用寿命，即支撑块的使用寿命。例如，每个第一金属条包括顶托，所述顶托螺纹连接于所述金属条本体的远离所述支撑块的端部，使金属条本体与顶托的连接位置可调；位于所述脚手架的顶部的第二金属支撑条为顶部第二支撑条，所述顶部第二支撑条与顶托连 接。例如，所述顶部第二支撑条与所述顶托可拆卸连接。又如，所述顶托上开设有U型槽，所述顶部第二支撑条位于所述U型槽内并与所述顶托连接，使顶部第二支撑条快速拆装于第一支撑条上。
于所述脚手架上铺设所述铝材，形成所述楼板支撑体系。
在其中一个实施例中，于所述楼板支撑体系上铺设第三混凝土模板的步骤具体为：
于所述铝材上铺设第三混凝土模板，使第三混凝土模板150铺设于楼板支撑体系140上。
S117，将梁钢筋放置于所述梁浇筑腔50a内。
如图14和图15所示，例如，多个所述第三混凝土模板150呈矩形阵列式分布。在其中一个实施例中，在将梁钢筋放置于所述梁浇筑腔50a内之前，以及在于所述型钢144上顺序铺设多个所述第三混凝土模板150，还包括步骤：
如图16所示，S116A，采用连接件160将相邻两个所述第三混凝土模板150进行固定，使相邻两个所述第三混凝土模板150可靠抵接，避免相邻两个第三混凝土模板150相对运动。例如，采用连接件160将相邻两个所述第三混凝土模板150进行固定的步骤S116A具体为：相邻所述第三混凝土模板150的抵接处采用连接件进行固定，使相邻第三混凝土模板150连接处较为紧凑。同时参见图15，例如，所述连接件160为马钉等。又如，所述连接件160呈U型状，且所述连接件的两端分别与相邻两个第三混凝土模板150连接，使连接件将两个第三混凝土模板150固定连接于一体。
在其中一个实施例中，在将梁钢筋放置于所述梁浇筑腔50a内之前，以及在采用连接件将相邻两个所述第三混凝土模板150进行固定之后，还包括步骤：
S116B，对相邻两个所述第三混凝土模板150之间的缝隙进行拼接，避免后续浇筑楼板混凝土时混凝土浆从缝隙中泄漏，使钢筋混凝土结构较好地成型于第三混凝土模板150上。例如，对相邻两个所述第三混凝土模板150之间的缝隙进行拼接的步骤S116B具体为：采用胶带对相邻两个所述第三混凝土模板150之间的缝隙进行拼接。例如，所述胶带为止水胶带，使胶带密封拼接于相邻两个第三混凝土模板150之间的缝隙内。为使相邻两个第三混凝土模板之间的拼接更加紧密，又如，每一所述第三混凝土模板上开设有企口槽，使相邻两个第三混凝土模板通过企口槽相互嵌接，从而使相邻两个第三混凝土模板之间的拼接更加紧密。S119，将楼板钢筋140放置于楼板上。
在其中一个实施例中，在将楼板钢筋140放置于楼板上的步骤S119之前，以及在将梁钢筋放置于所述梁浇筑腔50a内的步骤S117之后，还包括步骤：
于所述第三混凝土模板上安装钢筋连接件，使钢筋通过钢筋连接件快速可靠定位于第三混凝土模板上，从而使后续浇筑的楼板混凝土与第三混凝土模板的连接更为牢固。
S121，依次浇筑柱混凝土、梁混凝土以及楼板混凝土500，使所述柱混凝土成型于所述柱浇筑腔110a内、所述梁混凝土成型于所述梁浇筑腔内、所述楼板混凝土成型于所述第三混凝土模板上。
S123，拆除所述柱支撑体系、所述梁支撑体系40及所述楼板支撑体系140。
在其中一个实施例中，在拆除所述柱支撑体系、所述梁支撑体系及所述楼板支撑体系140的步骤之前，以及在依次浇筑柱混凝土、梁混凝土以及楼板混凝土140的步骤之后，还包括步骤：
如图17所示，S125，分别对多个所述第三混凝土模板150进行挂网拼缝处理，使第三混凝土模板150的表面更加平整。
在其中一个实施例中，所述第三混凝土模板150的邻近所述楼板支撑体系140的一侧的粗糙度大于远离所述楼板支撑体系140的另一侧的粗糙度，使后续成型的楼板混凝土140紧密地连接于第三混凝土模板150上。
在另外一个实施例中，将梁钢筋放置于所述梁浇筑腔50a内的步骤与将楼板钢筋400放置于楼板上的步骤的先后顺序互换。
本申请还提供一种免拆模建筑，采用上述任一实施例所述的免拆模建筑的建造方法得到。
上述的免拆模建筑及其建造方法，首先绑扎柱钢筋，以形成柱钢筋笼；然后对多个第一混凝土模板110进行拼装，以形成有柱浇筑腔110a的框模，柱钢筋笼位于柱浇筑腔110a内；然后搭设柱支撑体系，使柱支撑体系环绕并夹紧于框模上；然后搭设梁支撑体系；然后于梁支撑体系上铺设第二混凝土模板，使第二混凝土模板搭接于第一混凝土模板110，第二混凝土模板上形成有梁浇筑腔；然后搭设楼板支撑体系；于楼板支撑体系上铺设第三混凝土模板，使第三混凝土模板分别搭接于第二混凝土模板和第一混凝土模板110上，确保第三混凝土模板、第二混凝土模板和第一混凝土模板110连接于一起；然后将梁钢筋放置于梁浇筑腔内；然后将楼板钢筋放置于楼板上；然后依次浇筑柱混凝土、梁混凝土以及楼板混凝土，使柱混凝土成型于柱浇筑腔110a内、梁混凝土成型于梁浇筑腔内、楼板混凝土成型于第三混凝土模板上，使柱混凝土包裹柱钢筋并与第一混凝土模板110连接、梁混凝土包裹梁钢筋并与第二混凝土模板连接、楼板混凝土包裹楼板钢筋并第三混凝土模板连接；最后拆除柱支撑体系、梁支撑体系及楼板支撑体系，保留第一混凝土模板110、第二混凝土模板和第三混凝土模板，即第一混凝土模板110、第二混凝土模板和第三混凝土模板无需拆卸并作为免拆模建筑的一部分，省去了模板的拆卸时间；由于第一混凝土模板110、第二混凝土模板和第三混凝土模板均为混凝土模板，均具有一定的强度和硬度，不易发生变形，拆除柱支撑体系、梁支撑体系及楼板支撑体系之后无需抹灰找平，大大缩短了免拆模建筑的建造时间。
以上所述实施例的各技术特征可以进行任意的组合，为使描述简洁，未对上述实施例中的各个技术特征所有可能的组合都进行描述，然而，只要这些技术特征的组合不存在矛盾，都应当认为是本说明书记载的范围。
以上所述实施例仅表达了本申请的几种实施方式，其描述较为具体和详细，但并不能因此而理解为对申请专利范围的限制。应当指出的是，对于本领域的普通技术人员来说，在不脱离本申请构思的前提下，还可以做出若干变形和改进，这些都属于本申请的保护范围。因此，本申请专利的保护范围应以所附权利要求为准。

Claims (20)

  1. 一种免拆模建筑的建造方法，包括：
    提供一柱钢筋笼；
    对多个第一混凝土模板进行拼装，以形成有柱浇筑腔的框模，所述柱钢筋笼位于所述柱浇筑腔内；
    搭设柱支撑体系，使所述柱支撑体系环绕并夹紧于所述框模上；
    搭设梁支撑体系；
    于所述梁支撑体系上铺设第二混凝土模板，使所述第二混凝土模板搭接于所述第一混凝土模板，所述第二混凝土模板上形成有梁浇筑腔；
    搭设楼板支撑体系；
    于所述楼板支撑体系上铺设第三混凝土模板，使所述第三混凝土模板分别搭接于所述第二混凝土模板和所述第一混凝土模板上；
    将梁钢筋放置于所述梁浇筑腔内；
    将楼板钢筋放置于楼板上；
    依次浇筑柱混凝土、梁混凝土以及楼板混凝土，使所述柱混凝土成型于所述柱浇筑腔内、所述梁混凝土成型于所述梁浇筑腔内、所述楼板混凝土成型于所述第三混凝土模板上；以及
    拆除所述柱支撑体系、所述梁支撑体系及所述楼板支撑体系。
  2. 根据权利要求1所述的免拆模建筑的建造方法，其特征在于，每一所述第一混凝土模板的材料为纤维混凝土或陶粒混凝土中的至少一种。
  3. 根据权利要求1所述的免拆模建筑的建造方法，其特征在于，所述柱支撑体系包括檩条和固定组件；搭设柱支撑体系的步骤包括：
    将所述檩条抵接于所述框模的侧壁，使所述檩条位于所述柱浇筑腔之外，其中檩条的延伸方向与框模的侧边平行；
    通过所述固定组件环绕所述框模并将所述檩条夹紧于所述框模上。
  4. 根据权利要求3所述的免拆模建筑的建造方法，其特征在于，所述固定组件包括第一定位件、第二定位件、固定板和连接板，所述固定板和所述连接板均呈L型，所述固定板与所述连接板相对设置共同围成方形空间；所述固定板的两边分别开设有第一连接孔和第二连接孔，所述固定板的两边还分别开设有第一放置槽和第二放置槽，所述第一放置槽与所述第一安装孔连通，所述第二放置槽与所述第二安装孔连通；所述连接板的两边分别穿设于所述第一放置槽和所述第二放置槽，所述连接板的两边分别开设有第三连接孔和第四连接孔，所述第一连接孔与所述第一安装孔连通，所述第二连接孔与所述第二安装孔连通；所述第一定位件分别穿设于所述第一安装孔和所述第一连接孔内，所述第二定位件分别穿设于所述第二安装孔和所述第二连接孔内。
  5. 根据权利要求1所述的免拆模建筑的建造方法，其特征在于，每一所述第一混凝土模板的邻近所述柱支撑体系的一侧的粗糙度小于背离所述柱支撑体系的另一侧的粗糙度。
  6. 根据权利要求1所述的免拆模建筑的建造方法，其特征在于，所述梁支撑体系包括支撑杆、支撑顶托和支撑底板；搭设梁支撑体系的步骤包括：
    搭设支撑杆；
    于所述支撑杆上安装支撑顶托；
    将支撑底板安装于所述支撑顶托上，使所述支撑底板连接于所述支撑顶托上。
  7. 根据权利要求6所述的免拆模建筑的建造方法，其特征在于，将支撑底板安装于所述支撑顶托上的步骤具体为：
    通过第一销钉将支撑底板安装于所述支撑顶托上。
  8. 根据权利要求1所述的免拆模建筑的建造方法，其特征在于，所述第二混凝土模板包括梁底模板、垂直设置于所述梁底模板上的第一梁侧模板以及垂直设置于所述梁底模板上的第二梁侧模板，所述第一梁侧模板与所述第二梁侧模板相互平行；于所述梁支撑体系上铺设第二混凝土模板的步骤包括：
    将所述梁底模板铺设于所述支撑底板和所述支撑顶托上；
    将所述第一梁侧模板铺设于所述梁底模板的一边；
    将所述第二梁侧模板铺设于所述梁底模板的另一边。
  9. 根据权利要求8所述的免拆模建筑的建造方法，其特征在于，将所述第一梁侧模板铺设于所述梁底模板的一边的步骤包括：
    将所述第一梁侧模板定位于所述梁底模板的一边；
    通过第一角码分别连接于所述第一梁侧模板和所述支撑底板上，其中，所述第一角码的一边与所述第一梁侧模板抵接，另一边与所述支撑底板抵接。
  10. 根据权利要求9所述的免拆模建筑的建造方法，其特征在于，将所述第二梁侧模板铺设于所述梁底模板的另一边的步骤包括：
    将所述第二梁侧模板定位于所述梁底模板的另一边；
    通过第二角码分别连接于所述第二梁侧模板和所述支撑底板上，其中，所述第二角码的一边与所述第二梁侧模板抵接，另一边与所述支撑底板抵接。
  11. 根据权利要求1所述的免拆模建筑的建造方法，其特征在于，所述第二混凝土模板的邻近所述梁支撑体系的一侧的粗糙度小于远离所述梁支撑体系的另一侧的粗糙度。
  12. 根据权利要求1所述的免拆模建筑的建造方法，其特征在于，所述楼板支撑体系包括脚手架以及在所述脚手架上设置的型钢，搭设楼板支撑体系的步骤包括：
    搭设脚手架；
    于所述脚手架上铺设所述型钢。
  13. 根据权利要求12所述的免拆模建筑的建造方法，其特征在于，于所述楼板支撑体系上铺设第三混凝土模板的步骤具体为：
    于所述型钢上铺设所述第三混凝土模板。
  14. 根据权利要求13所述的免拆模建筑的建造方法，其特征在于，所述第三混凝土模板的数目为多个；于所述型钢上铺设所述第三混凝土模板的步骤具体为：
    于所述型钢上顺序铺设多个所述第三混凝土模板。
  15. 根据权利要求14所述的免拆模建筑的建造方法，其特征在于，在将梁钢筋放置于所述梁浇筑腔内之前，以及在于所述型钢上顺序铺设多个所述第三混凝土模板，还包括步骤：
    采用连接件将相邻两个所述第三混凝土模板进行固定。
  16. 根据权利要求15所述的免拆模建筑的建造方法，其特征在于，在将梁钢筋放置于所述梁浇筑腔内之前，以及在采用连接件将相邻两个所述第三混凝土模板进行固定之后，还包括步骤：
    对相邻两个所述第三混凝土模板之间的缝隙进行拼接。
  17. 根据权利要求15所述的免拆模建筑的建造方法，其特征在于，在拆除所述柱支撑体 系、所述梁支撑体系及所述楼板支撑体系的步骤之前，以及在依次浇筑柱混凝土、梁混凝土以及楼板混凝土的步骤之后，还包括步骤：
    分别对多个所述第三混凝土模板进行挂网拼缝处理。
  18. 根据权利要求1所述的免拆模建筑的建造方法，其特征在于，所述第三混凝土模板的邻近所述楼板支撑体系的一侧的粗糙度大于远离所述楼板支撑体系的另一侧的粗糙度。
  19. 根据权利要求1所述的免拆模建筑的建造方法，其特征在于，将梁钢筋放置于所述梁浇筑腔内的步骤与将楼板钢筋放置于楼板上的步骤的先后顺序互换。
  20. 一种免拆模建筑，采用权利要求1所述的免拆模建筑的建造方法得到。
PCT/CN2018/087713 2018-05-21 2018-05-21 免拆模建筑及其建造方法 WO2019222894A1 (zh)

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CN104295084A (zh) * 2014-10-29 2015-01-21 朱宏宇 螺杆销夹板节、独立架、独立模架及其施工方法
US20150027071A1 (en) * 2008-01-24 2015-01-29 Nucor Corporation Composite wall system
CN204626962U (zh) * 2015-03-17 2015-09-09 富于安（福建）环保模板有限公司 一种柱模板的夹紧框
CN105952146A (zh) * 2016-06-06 2016-09-21 富于安（福建）环保模板有限公司 早拆施工方法
CN106013455A (zh) * 2016-06-24 2016-10-12 东南大学 一种预制组合钢筋笼构件及其配筋装配方法

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US20150027071A1 (en) * 2008-01-24 2015-01-29 Nucor Corporation Composite wall system
CN104295084A (zh) * 2014-10-29 2015-01-21 朱宏宇 螺杆销夹板节、独立架、独立模架及其施工方法
CN204626962U (zh) * 2015-03-17 2015-09-09 富于安（福建）环保模板有限公司 一种柱模板的夹紧框
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