WO2013023330A1 - 一种分体建筑模板组合系统 - Google Patents

一种分体建筑模板组合系统 Download PDF

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Publication number
WO2013023330A1
WO2013023330A1 PCT/CN2011/001539 CN2011001539W WO2013023330A1 WO 2013023330 A1 WO2013023330 A1 WO 2013023330A1 CN 2011001539 W CN2011001539 W CN 2011001539W WO 2013023330 A1 WO2013023330 A1 WO 2013023330A1
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WO
WIPO (PCT)
Prior art keywords
plate
wall
gusset
formwork
unit
Prior art date
Application number
PCT/CN2011/001539
Other languages
English (en)
French (fr)
Inventor
雷灿波
阮进尤
Original Assignee
Lei Canbo
Ruan Jinyou
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 Lei Canbo, Ruan Jinyou filed Critical Lei Canbo
Publication of WO2013023330A1 publication Critical patent/WO2013023330A1/zh

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/10—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements without beams which are mounted during erection of the shuttering to brace or couple the elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor

Definitions

  • the invention relates to a split formwork for building, in particular to a column formwork unit, a beam formwork unit, a roof formwork unit and a wall formwork unit.
  • the beam formwork unit is built above the column formwork unit, and the roof formwork unit is built.
  • the wall formwork unit ring is arranged around the column formwork unit.
  • Urbanization is a process of social and economic change, including the non-agriculturalization of agricultural population, the continuous expansion of urban population, the continuous expansion of urban land to the suburbs, the increasing number of cities, and the urban society and economy.
  • the essence of accelerating the process of urbanization is not to have cities everywhere, but to enable all citizens to enjoy all the urbanization achievements of modern cities and realize the lifestyle, life concept, cultural and educational quality, etc. change.
  • the framework is mainly composed of beams and columns rigidly connected to the skeleton structure, the materials used in the frame structure are mainly Including steel and reinforced concrete.
  • the frame structure has the following advantages when the body is implemented. First, the reinforced concrete or section steel used in the frame structure has good compression and bending resistance, and therefore, the space and height of the building can be increased. Second, it can reduce the weight of the building. Finally, it has good seismic resistance and integrity.
  • the construction steps of the personnel in the concrete construction of the construction generally include, first of all, the board or other board
  • the body is fixed into a whole mold by nails or clips I, and then the steel bars are arranged in the overall mold, and then the concrete is poured into the whole mold, and the concrete is fully condensed!
  • the constructor needs to use the auxiliary tools to disassemble the wood or other plates that make up the mold in order to complete the overall application:1.
  • the present invention provides a split building formwork assembly system, which utilizes the technology of the present invention to perform a building application.
  • the steps can be standardized to improve the building quality, which is the main purpose of the present invention.
  • the technical solution adopted by the invention is: a split building formwork combination system.
  • the personnel first need to build the formwork combination system of the invention on the site where the building house is needed, in the completion. After the construction, the personnel need to place the steel skeleton or the skeleton of other materials into the formwork assembly system of the present invention. Finally, the T. personnel need to pour concrete or cement mortar into the formwork combination system of the present invention, in concrete or cement mortar. After the hardening M is formed, the constructor removes the formwork assembly system of the present invention from the frame structure of the building to complete the overall I: step.
  • the split building formwork assembly system includes a column formwork unit, a beam formwork unit, a roof formwork unit, and a wall formwork unit.
  • the beam formwork unit is built on the column formwork unit, and the roof formwork unit is built on the beam formwork unit.
  • the wall formwork unit ring is arranged around the column formwork unit.
  • the pillar template unit includes a first gusset, a second gusset, a third gusset, and a fourth gusset, and the first gusset, the second gusset, the third gusset, and the fourth gusset surround the pillar stencil unit And forming a column cavity by means of the first gusset, the second gusset, the third gusset and the fourth gusset.
  • the beam template unit includes a first beam plate, a second beam side plate, and a third beam side plate, and the second beam side plate and the first beam side plate are symmetrically connected on both sides of the first beam plate, by means of the first The beam plate, the second beam side plate and the second beam side plate surround a beam cavity.
  • the beam formwork unit is built above the column formwork unit, the beam cavity of the beam formwork unit and the column formwork unit The column chambers are in communication.
  • the roof formwork unit comprises a support rib beam, a panel and a support top column, wherein the support rib beam is disposed between the beam formwork unit, and the panel is snapped between adjacent support ribs, the support top set Under the support rib beam, to improve the overall structural strength of the roof formwork unit, the support rib beam, the panel and the support top lap overlap to define a roof forming space, the roof forming space is located in the roof formwork unit Above, and the top is in communication with the beam cavity of the beam formwork unit.
  • the wall formwork unit comprises a wall base, an inner wall and an outer wall, wherein the inner wall and the outer wall are respectively mounted on inner and outer sides of the wall base, and a wall cavity is formed between the inner wall and the outer wall,
  • a support rod is disposed on each of the inner and outer sides of the wall base, and the support rod is provided with a connecting groove
  • the inner wall includes a plurality of inner wall baffles, and each of the inner wall baffles is provided with a rib
  • the inner wall baffle The rib is inserted into the connecting groove of the support rod on the inner side of the wall base, and a plurality of the inner wall baffles are spliced to form the inner wall
  • the outer wall comprises a plurality of outer wall baffles, each of the outer wall blocks
  • a rib is disposed under the plate, and the rib of the outer wall baffle is inserted into the connecting groove of the support rod outside the wall base, and a plurality of the outer wall baffles are spliced
  • the first gusset has the same structure as the second gusset.
  • the gusset has the same structure as the fourth gusset.
  • the first gusset includes a first plate and a first connecting side plate.
  • the first connecting side The first splicing side plate is provided with a plurality of first connecting holes
  • the second gusset includes a second plate body and a second connecting side plate, the second connecting side The plate is symmetrically connected to two sides of the second plate body, and the second connecting side plate is provided with a plurality of second connecting holes.
  • the third gusset includes a third plate body, a third connecting side plate and a third extending plate.
  • the third connecting side plate is symmetrically connected to both sides of the second plate body, and the second extending plate is symmetrically connected to the third plate.
  • the ends of the two sides of the body are provided with a plurality of second connecting holes.
  • the fourth gusset includes a fourth plate body, a fourth connecting side plate and a fourth extending plate.
  • the fourth connecting side plate is symmetrically connected to two sides of the fourth plate body, and the fourth extending plate is symmetrically connected to the fourth plate.
  • the ends of the two sides of the board body are provided with a plurality of fourth connecting holes.
  • the first gusset and the second gusset are connected between the second gusset and the fourth gusset, and the first connecting side plates on both sides of the first gusset are respectively fixedly connected to the third gusset by pins
  • the second extension plate of the fourth gusset and the second extension plate, the second connection side plates on both sides of the second gusset are respectively fixedly connected to the second gusset and the fourth corner by pins
  • the panel comprises a plurality of splicing small panels, and the splicing small panels are sequentially spliced into an integral panel.
  • Each of the splicing panels comprises a plurality of panels, a bottom shelf and side panels, and the plurality of panels are sequentially arranged at the bottom.
  • the side plate ring is disposed around a plurality of the plate body, and the plurality of the plate body, the bottom frame plate and the side plate are integrally connected to the splicing small panel, and the side plate is located on a plurality of sides of the plate body.
  • Card slots and ribs are respectively disposed, and the ribs of the adjacent splicing panel are engaged in the slot of the other splicing panel, and the structure of the rib and the rib are designed to The splicing small panels are sequentially spliced into the overall panel.
  • the wall formwork unit further includes an inner wall column and an outer wall column, wherein the inner wall column and the outer wall column are disposed at a corner position of the wall formwork unit, and the inner wall baffle is respectively connected to the inner wall baffle
  • the outer wall baffle is connected to both sides of the outer wall column.
  • the invention has the beneficial effects that: in the specific implementation, the beam formwork unit is built above the column formwork unit, and the roof formwork unit is built on the beam formwork unit, and the wall formwork unit ring is disposed on the column formwork unit 10 0, after completing the above construction, the constructor needs to place the steel skeleton or the skeleton of other materials into the formwork assembly system of the present invention, and finally the constructor needs to pour concrete or cement sand into the formwork combination system of the present invention. After the concrete or cement mortar is hardened and fixed, the constructor removes the formwork assembly system of the present invention from the frame structure of the building to complete the overall construction step, and uses the technology of the present invention to perform the building: Specification: 1: Steps to improve the quality of the building.
  • m 1 is a perspective exploded view of the present invention.
  • FIG. 2 is a perspective view of a column template unit of the present invention.
  • m 3 is a cross-sectional view of the beam formwork unit of the present invention.
  • Figure 4 is a schematic illustration of a panel of the present invention.
  • Figure 5 is a perspective exploded view of the panel of the present invention.
  • Figure 6 is a perspective view of the wall formwork unit of the present invention.
  • Figure 7 is a perspective view of the building scaffold of the present invention.
  • Figure 8 is an exploded perspective view of the building scaffold of the present invention.
  • Figure 9 is a schematic illustration of the length of the elongated scaffold tube of the present invention.
  • FIG. 10 is a schematic view of the mechanism of the sidewalk panel of the present invention.
  • 11 to 13 are schematic views showing the structure of a support structure of the present invention.
  • a split building formwork assembly system when the invention is applied in a specific application, the staff first needs to build the formwork assembly system of the invention on the site where the building house is needed, and complete the construction.
  • the personnel need to play the steel skeleton or the skeleton of other materials in the template combination system of the invention, and finally the constructor needs to pour the concrete or cement mortar into the template combination system of the invention, and the concrete or cement mortar is hardened.
  • the constructor removes the formwork assembly system of the present invention from the frame structure of the building to complete the overall construction steps.
  • the split building formwork assembly system includes a column formwork unit 10, a beam formwork unit 20, a top throwing plate unit 30, and a wall formwork unit 40.
  • the beam formwork unit 20 is built on the column formwork unit 10
  • the roof formwork unit 30 is built on the beam formwork unit 20
  • the wall formwork unit 40 is disposed around the column formwork unit 10 .
  • the constructor After completing the above construction, the constructor needs to place the steel skeleton or the skeleton of other materials into the formwork assembly system of the present invention, and finally the constructor needs to pour concrete or cement mortar into the formwork combination system of the present invention.
  • W 201
  • the constructor removes the formwork assembly system of the present invention from the frame structure of the building to complete the overall construction steps.
  • the column formwork unit 10 includes a first gusset 11, a second gusset 12, a second gusset 13, and a fourth gusset 14.
  • the first gusset 11, the second gusset 12, the second gusset 13 and the fourth gusset 14 surround the pillar stencil unit 10.
  • the first gusset 11 is identical in structure to the second gusset 12, and the second gusset 13 is identical in structure to the fourth gusset 14.
  • the first gusset 11 includes a first plate body 111 and a first connecting side plate 112.
  • the first connecting side plate 112 is symmetrically connected to the two sides of the first plate body 111.
  • the first connecting side plate 112 is opened. a number of first connection holes.
  • the second gusset 12 includes a second plate 121 and a second connecting side plate 122.
  • the second connecting side plate 122 is symmetrically connected to the two sides of the second plate 121.
  • the second connecting side plate 122 is opened. A number of second connection holes.
  • the third gusset plate 13 includes a third plate body 131, a third connecting side plate 132, and a second extending plate 133.
  • the second splicing side plate 132 is symmetrically connected to the two sides of the third plate body 131.
  • the third extending plate 133 is symmetrical.
  • the third extension plate 133 is symmetrically connected to the end of the second plate body 131, and the third extension plate 133 is provided with a plurality of third connection holes.
  • the fourth gusset 14 includes a fourth plate 141, a fourth connecting side plate 142, and a fourth extending plate 143.
  • the fourth connecting side plate 142 is symmetrically connected to the two sides of the fourth plate 141.
  • the fourth extending The plate 143 is symmetrically connected to the ends of the fourth plate body 141, and the fourth extension plate 143 is provided with a plurality of fourth connecting holes.
  • the first gusset 11 and the second gusset 12 are coupled between the second gusset 13 and the fourth gusset 14.
  • the first connecting side plates 112 on the two sides of the first gusset 11 are fixedly connected to the third gusset 13 and the third extending plate 133 of the fourth gusset 14 and the fourth extending plate 143 by pins.
  • the second connecting side plate 122 on both sides of the second gusset 12 is respectively connected to the third extending plate 133 of the second gusset 13 and the fourth gusset 14 and the fourth extension by a pin On board 143.
  • a cylindrical cavity 16 is formed around the first gusset 11, the second gusset 12, the third gusset 13, and the fourth gusset 14.
  • the beam formwork unit 20 includes a first beam plate 21, a second beam side plate 22, and a third beam side plate 23.
  • the second beam side plate 22 and the third beam side plate 23 are symmetrically connected to both sides of the first beam plate 21.
  • the beam cavity 24 of the beam formwork unit 20 communicates with the column cavity 16 of the column formwork unit 10, so that the constructor approaches the beam formwork unit 20 and when the concrete is poured into the column formwork unit 10, the beam formwork unit 20 and the concrete in the column formwork unit 10 are integrally joined to form a column and a beam of the building.
  • the roof formwork unit 30 includes a support rib beam 31, a panel 32, and a support top post 33.
  • the support ribs 31 are disposed between the beam formwork units 20.
  • the panel 32 is snapped between adjacent support bone beams 31.
  • the panel 32 includes a plurality of spliced panellets 34, and the splicing panellets 34 are sequentially spliced into a unitary panel.
  • Each of the panellet panellets 34 includes a plurality of panel bodies 51, a bottom shelf panel 52, and side panels 53.
  • a plurality of the plates 51 are sequentially arranged above the bottom frame 52, and the side plates 53 are ring-shaped around the plurality of plates 51 for four weeks.
  • a plurality of the plate body 51, the bottom frame plate 52, and the side plate 53 are joined to form an integral splicing panel 34.
  • the side plates 53 located on both sides of the plurality of plate bodies 51 are respectively provided with a card slot 531 and a rib 532.
  • the rib 532 of the adjacent splicing panel 34 is snapped into the other slot 531 of the splicing panel 34.
  • a plurality of the spliced small panels 34 are sequentially spliced into the panel 32 as a whole.
  • the support top post 33 is disposed below the support rib beam 3 1 for enhancing the overall structural strength of the roof formwork unit 30.
  • the beam cavity 24 of the unit 20 is in communication with the concrete in the roof forming space 34 and the beam cavity 24 when the constructor waters the concrete into the M top forming space 34 above the roof formwork unit 30.
  • the concrete connections form a whole.
  • the wall formwork unit 40 includes a wall base 4 1 , an inner wall 42 and an outer wall 43, and the inner wall 42 and the outer wall 43 are respectively mounted on inner and outer sides of the wall base 4 1 .
  • a wall cavity 44 is formed between the inner wall 42 and the outer wall 43, and the constructor concretely pours the concrete into the wall cavity 44 to form a wall of the building.
  • the inner and outer sides of the wall base 4 1 are respectively provided with a support rod 45, and the support rod 45 is provided with a splicing groove 45 1 .
  • the inner wall 42 includes a plurality of inner wall baffles 42 1 , and each of the inner wall baffles 42 1 is provided with a rib below.
  • the rib of the inner wall baffle 42 1 is inserted into the connecting groove 45 1 of the support rod 45 inside the wall base 41 such that the inner wall baffle 42 1 is spliced to form the inner wall 42.
  • the outer wall 43 includes a plurality of outer wall baffles 43 1 , and each of the outer wall baffles 43 1 is provided with a rib.
  • the rib of the outer wall baffle 43 1 is inserted into the connecting groove 45 1 of the support rod 45 outside the wall base 4 1 , so that the outer wall baffle 43 1 is spliced to form the outer wall 43.
  • the wall formwork unit 40 further includes an inner wall post 46 and an outer wall post 47 disposed at a corner of the wall formwork unit 40.
  • the inner wall baffle 42 is respectively connected to the inner wall baffle 42 1
  • the outer wall baffle 47 is respectively connected to the outer wall baffle
  • the split building formwork assembly system has a scaffolding on the periphery of the concrete building formwork, and the scaffolding includes a scaffolding pipe 61, a scaffolding pipe 62, a pipe clamp 63, a pipe clamp 2 64, the scaffolding pipe 61 and the scaffolding
  • the tube 62 is respectively inserted into the tube holder 63 and the tube holder 2, 64.
  • the scaffold tube 61 and the inner cavity 68 of the scaffold tube 62 are separated by a rib 69 into a plurality of through chambers.
  • the foaming material is filled in 68 to reinforce each scaffold tube.
  • the tube clamp 63 can also be coupled between the scaffold tubes for lengthening the overall length of the scaffold tube.
  • the scaffold tube can be the scaffold tube 61 or the scaffold tube 62.
  • the sidewalk board is provided with a sidewalk board, and the sidewalk board includes a sidewalk board 71 and a scaffolding tube 72.
  • the sidewalk board 71 is laid over the scaffolding tube 72.
  • the sidewalk board 71 is respectively welded with fixing members 73, each of the scaffolding tubes.
  • a clamping member 74 is horizontally mounted on the lower side of the 72, and the clamping member 74 is locked by a bolt 75 at a position where it is in contact with the fixing member 73.
  • the sidewalk panel 71 has a non-slip structure, specifically including two ways: First, the upper surface of the sidewalk panel 71 is provided with a non-slip convex layer; second, the sidewalk panel 71 is composed of a plurality of small-sized assembled panels.
  • the body splicing is composed of a slot on the upper surface of each small assembled plate body and a non-slip strip is installed.
  • the thickness of each anti-slip strip is slightly higher than the corresponding assembled plate body to achieve a better anti-slip effect, and finally
  • Each piece of assembled plate body is assembled into a whole piece of sidewalk board.
  • the split building formwork assembly system is fixed by a support structure in a specific application, and the support structure comprises a wall support plate 81, a wall support plate 82, a support rod 86, and the wall support plate 81 and the
  • the lower end of the wall support plate 82 has a bump, and the wall support plate 81 and the wall support plate 82 are spliced into a unitary structure, and the structure is inserted into the clamping fixture 83 through the bump.
  • the latching member 84 is fastened by the latching member 84.
  • the connecting rods 86 are respectively provided with connecting members 85 and are respectively connected to the clamping fixtures 83 and the ground supporting points 87 through the corresponding connecting members 85.

Abstract

一种分体建筑模板组合系统，包括柱模板单元（10）、横梁模板单元（20）、屋顶模板单元（30）以及墙面模板单元（40），横梁模板单元（20）搭建在柱模板单元（10）上方，屋顶模板单元（30）搭建在横梁模板单元（20）上，墙面模板单元（40）环设在柱模板（10）单元四周，模板组合系统在完成搭建之后，施工人员首先向该模板组合系统中放置骨架，而后施工人员向模板组合系统中浇灌混凝土或者水泥砂浆，在混凝土或者水泥砂浆硬化固定成型之后，施工人员将该模板组合系统从建筑物的框架式结构上拆下以完成整体的施工步骤。

Description

一种分体建筑模板组合系统 技术领域
本发明涉及一种建筑用分体模板， 特别是指一种包括有柱模板单元、 横梁模板单元、 屋顶模板 单元以及墙面模板单元， 横梁模板单元搭建在该柱模板单元上方， 屋顶模板单元搭建在该横 梁模板单元上， 墙面模板单元环设在该柱模板单元四周， 整体模板组合系统搭建完成之后， 依次向其中放置骨架并且浇灌混凝土或者水泥沙浆， 在混凝土或者水泥沙浆硬化同定成 ^之 后， 将模板组合系统从建筑物的框架式结构上拆下以完成整体的施 :1:步骤的分体式建筑模 板。
背景技术
众所周知， 现在各个国家越来越强调社会城市化， 城市化是社会经济变化过程， 包括农业人口非 农业化、 城市人口规模不断扩张， 城市用地不断向郊区扩展， 城市数量不断增加以及城市社会、 经 济、 技术变革进入乡村的过程。 其本质上是经济社会结构变革的过程， 加快城市化进程的本质并不 是到处出现城市， 而是要使全体国民享受现代城市的一切城市化成果并实现生活方式、 生活观念、 文化教育素质等的转变。
在城市化的进程中最为重要的就是建筑一些基础设施以及人们的住房以在城市中可以容纳比较 多的人口， 这样就要求建筑大量的建筑物， 随着社会生产力的发展现建筑技术也得到了迅猛的发 展， 为了提升建筑物的结构强度以及质 tt， 缩短建筑周期， 现在的建筑物多采用框架式的结构， 其框 架主要是由梁和柱刚性连接的骨架结构， 框架式结构所采用的材料主要包括型钢以及钢筋混凝十。 在 - 体实施的时候框架式结构具有如下的优点， 首先， 框架式结构所用的钢筋混凝土或型钢有很好的抗压和 抗弯能力， 因此， 可以加大建筑物的空间和高度。 其次， 其可以减轻建筑物的重量。 最后， 其有较好的 抗震能力以及整体性。
正是由于如上所述框架式结构的诸多优点所以现在的建筑物大量采用框架式的结构， 但是现在施: Γ. 人员在进行具体施工建筑的时候其施工步骤一般包括， 首先将木板或者其他板体通过钉子或者夹子 I古 I定 成一整体模具， 而后在整体模具中布置钢筋， 之后向该整体模具中浇灌混凝土， 当混凝土充分凝！? ?1之 后， 施工人员需要借助辅助工具将组成模具的木板或者其他板体依次拆卸下来以完成整体施 :1 :。
上述利用木板或者其他板体通过钉子或者夹子固定成整体模具的施 Ί:方法在具体应用的时候 Λ.冇诸 多的缺点现在分别叙述如下： 首先， 由于是利用木板或者其他板体通过钉子或者夹子尚定成整体模具的 所以模具的整体精度不高， 模具的准确度或者精度需要施工人员自行判断， 这样不利于提升建筑物质 . , 其次， 上述的方式在具体实施的时候拼接成模具的板体的损耗比较大， 经常需要不断补充新的板 体， 从而会增加建筑成本， 再次， 上述的方式在具体实施的时候施工步骤很不规范， 不利于控制建筑物 的整体质量。 如上所述为传统技术的主要缺点。 发明内容
本发明提供一种分体建筑模板组合系统， 利用本发明的技术进行建筑物施 Γ.可以规范施 Γ. 步骤， 提高建筑质量， 而此是为本发明的主要目的。
本发明所采用的技术方案为： 一种分体建筑模板组合系统， 本发明在具体应用的时候， 施 Γ. 人员首先需要将本发明的模板组合系统搭建在需要建筑房屋的场地上， 在完成搭建之后施 I： 人员需要向本发明的模板组合系统中放置钢筋骨架或者是其他材料的骨架， 最后施 T.人员需 要向本发明的模板组合系统中浇灌混凝土或者水泥沙浆， 在混凝土或者水泥沙浆硬化 M定成 型之后， 施工人员将本发明的模板组合系统从建筑物的框架式结构上拆下以完成整体的施 I： 步骤。
该分体建筑模板组合系统， 其包括柱模板单元、 横梁模板单元、 屋顶模板单元以及墙面 模板单元。
该横梁模板单元搭建在该柱模板单元上方， 该屋顶模板单元搭建在该横梁模板单元上， 该墙面模板单元环设在该柱模板单元四周， 该模板组合系统在完成搭建之后， 施工人员首先 向该模板组合系统中放置骨架， 而后施工人员向该模板组合系统中浇灌混凝十或者水泥沙 浆， 在混凝土或者水泥沙浆硬化固定成型之后， 施工人员将该模板组合系统从建筑物的框架 式结构上拆下以完成整体的施工步骤。
该柱模板单元包括第一角板、 第二角板、 第三角板以及第四角板， 该第一角板、 该第二 角板、 该第三角板以及该第四角板围绕形成该柱模板单元， 并借助该第一角板、 该第二角 板、 该第三角板以及该第四角板围绕形成一柱腔。
该横梁模板单元包括第一横梁板、 第二横梁侧板以及第三横梁侧板， 该第二横梁侧板以 及该第 横梁侧板对称连接在该第一横梁板的两侧， 借助该第一横梁板、 该第二横梁侧板以 及该第二横梁侧板围绕形成一横梁腔， 当该横梁模板单元搭建在该柱模板单元上方的时候， 该横梁模板单元的该横梁腔与该柱模板单元的该柱腔相连通。
该屋顶模板单元包括支撑筋骨梁、 面板以及支撑顶柱， 其中， 该支撑筋骨梁搭设在该横 梁模板单元之间， 该面板卡接在相邻的该支撑筋骨梁之间， 该支撑顶柱设置在该支撑筋骨梁 的下方， 用以提高该屋顶模板单元的整体结构强度， 该支撑筋骨梁、 该面板以及该支撑顶杵 搭接确定出一屋顶成型空间， 该屋顶成型空间位于该屋顶模板单元上方， 并且该 顶成 . ± 间与该横梁模板单元的该横梁腔是相连通的。
该墙面模板单元包括墙基、 内墙以及外墙， 该内墙以及该外墙分别架设在该墙基的内外 两侧， 在该内墙与该外墙之间形成一墙体腔， 该墙基的内外两侧分别设置有支撑杆， 该支撑 杆上开设有连接槽， 该内墙包括若干内墙挡板， 每一个该内墙挡板下方都设置有卡肋， 该内 墙挡板的该卡肋插接在该墙基内侧的该支撑杆的该连接槽中， 使若干该内墙挡板拼接形成该 内墙， 该外墙包括若干外墙挡板， 每一个该外墙挡板下方都设置有卡肋， 该外墙挡板的该 肋插接在该墙基外侧的该支撑杆的该连接槽中， 使若干该外墙挡板拼接形成该外墙。
该第一角板与该第二角板结构相同， 该第 ΞΞ角板与该第四角板结构相同， 该第一角板包 括第一板体以及第一连接侧板， 该第一连接侧板对称连接在该第一板体两侧， 该第一迕接侧 板上开设有若干第一连接孔， 该第二角板包括第二板体以及第二连接侧板， 该第二连接侧板 对称连接在该第二板体两侧， 该第二连接侧板上开设有若干第二连接孔。
该第三角板包括第三板体、 第三连接侧板以及第三延伸板， 该第三连接侧板对称迕接在 该第二板体两侧， 该第二延伸板对称连接在该第三板体两侧的端部， 该第三延伸板上开设有 若干第二连接孔。
该第四角板包括第四板体、 第四连接侧板以及第四延伸板， 该第四连接侧板对称连接在 该第四板体两侧， 该第四延伸板对称连接在该第四板体两侧的端部， 该笫四延伸板上开设冇 若干第四连接孔。 该第一角板以及该第二角板连接在该第二角板与该第四角板之间， 该第一角板两侧的该 第一连接侧板通过插销分别固定连接在该第三角板以及该第四角板的该第二延伸板以及该第 四延伸板上， 该第二角板两侧的该第二连接侧板通过插销分别固定连接在该第二角板以及该 第四角板的该第三延伸板以及该第四延伸板上。
该面板包括若干拼接小面板， 若干该拼接小面板顺序拼接成整体的该面板， 每一个该拼 接小面板都包括若干板体、 底部架板以及侧板， 若干该板体顺序排列设置在该底部架板上 方， 该侧板环设在若干该板体四周， 若干该板体、 该底部架板以及该侧板连接形成整体的该 拼接小面板， 位于若干该板体两侧的该侧板上分别设置有卡槽以及凸肋， 相邻接的该拼接小 面板的该凸肋卡接在另外一个该拼接小面板的该卡槽中， 通过该卡槽以及该凸肋的结构设计 使若干该拼接小面板顺序拼接成整体的该面板。
该墙面模板单元还包括内墙柱以及外墙柱， 该内墙柱以及该外墙柱设置在该墙面模板单 元的拐角位置处， 该内墙柱的两侧分别连接该内墙挡板， 该外墙柱的两侧分别连接该外墙挡 板。
本发明的有益效果为： 本发明在具体实施的时候该横梁模板单元搭建在该柱模板单元上方， 该屋顶模板单元搭建在该横梁模板单元上， 该墙面模板单元环设在该柱模板单元 1 0 四周， 在 完成上述的搭建之后， 施工人员需要向本发明的模板组合系统中放置钢筋骨架或者是其他材 料的骨架， 最后施工人员需要向本发明的模板组合系统中浇灌混凝土或者水泥沙桨， 在混凝 土或者水泥沙浆硬化固定成型之后， 施工人员将本发明的模板组合系统从建筑物的框架式结 构上拆下以完成整体的施工步骤， 利用本发明的技术进行建筑物施 1:具有规范施: 1:步骤， 提 高建筑质量的效果。
附图说明
m 1为本发明的立体分解示意图。
图 2为本发明的柱模板单元的立体示意图。
m 3为本发明的横梁模板单元的截面图。
图 4为本发明的面板的示意图。
图 5为本发明的面板的立体分解示意图。
图 6为本发明的墙面模板单元的立体示意图。
图 7为本发明的建筑脚手架的立体图。
图 8为本发明的建筑脚手架的立体分解图。
图 9为本发明加长脚手架管长度的示意图。
10为本发明的人行道板的机构示意图。
图 11至 13为本发明支撑结构的结构示意图。
具体实施方式
如图 1至 13所示， 一种分体建筑模板组合系统， 本发明在具体应用的时候， 施 1:人员首先 需要将本发明的模板组合系统搭建在需要建筑房屋的场地上， 在完成搭建之后施 I：人员需耍 向本发明的模板组合系统中放置钢筋骨架或者是其他材料的骨架， 最后施工人员需要向本发 明的模板组合系统中浇灌混凝土或者水泥沙浆， 在混凝土或者水泥沙浆硬化同定成型之后， 施工人员将本发明的模板组合系统从建筑物的框架式结构上拆下以完成整体的施工步骤。
如图 1至 6所示， 该分体建筑模板组合系统包括柱模板单元 10、 横梁模板单元 20、 ^顶投 板单元 30 以及墙面模板单元 40。
在具体实施的时候该横梁模板单元 20搭建在该柱模板单元 1 0上方， 该屋顶模板单元 30 搭建在该横梁模板单元 20上， 该墙面模板单元 40环设在该柱模板单元 1 0四周。
在完成上述的搭建之后， 施工人员需要向本发明的模板组合系统中放置钢筋骨架或者是 其他材料的骨架， 最后施工人员需要向本发明的模板组合系统中浇灌混凝土或者水泥沙浆， W 201
4
在混凝土或者水泥沙浆硬化固定成型之后， 施工人员将本发明的模板组合系统从建筑物的框 架式结构上拆下以完成整体的施工步骤。
该柱模板单元 10包括第一角板 11、 第二角板 12、 第二角板 13 以及第四角板 14。
该第一角板 11、 该第二角板 12、 该第二角板 13 以及该第四角板 14 围绕形成该柱模板 单元 10。
其中， 该第一角板 11 与该第二角板 12 结构相同， 该第二角板 13 与该第四角板 14结构 相同。
. 该第一角板 11 包括第一板体 111 以及第一连接侧板 112， 该第一连接侧板 112 对称连 接在该第一板体 111两侧， 该第一连接侧板 112上开设有若干第一连接孔。
该第二角板 12 包括第二板体 121 以及第二连接侧板 122， 该第二连接侧板 122 对称迮 接在该第二板体 121 两侧， 该第二连接侧板 122上开设有若干第二连接孔。
该第三角板 13包括第三板体 131、 第三连接侧板 132 以及第二延伸板 133， 该第二迕接 侧板 132对称连接在该第三板体 131两侧， 该第三延伸板 133对称连接在该第二板体 131两 侧的端部， 该第三延伸板 133上开设有若干第三连接孔。 - 该第四角板 14包括第四板体 141、 第四连接侧板 142 以及第四延伸板 143， 该第四连接 侧板 142对称连接在该第四板体 141两侧， 该第四延伸板 143对称连接在该第四板体 141两 侧的端部， 该第四延伸板 143上开设有若干第四连接孔。
该第一角板 11 以及该第二角板 12连接在该第二角板 13与该第四角板 14之间。
该第一角板 11 两侧的该第一连接侧板 112通过插销分别固定连接在该第三角板 13 以及 该第四角板 14的该第三延伸板 133 以及该第四延伸板 143上。
该第二角板 12两侧的该第二连接侧板 122通过插销分别 [古 I定连接在该第二角板 13 以及 该第四角板 14的该第三延伸板 133 以及该第四延伸板 143上。
并借助该第一角板 11、 该第二角板 12、 该第三角板 13 以及该第四角板 14 围绕形成一 柱腔 16。
该横梁模板单元 20包括第一横梁板 21、 第二横梁侧板 22 以及第三横梁侧板 23。
该第二横梁侧板 22 以及该第三横梁侧板 23对称连接在该第一横梁板 21 的两侧。
借助该第一横梁板 21、 该第二横梁侧板 22 以及该第三横梁侧板 23 围绕形成一横梁腔
24。
当该横梁模板单元 20 搭建在该柱模板单元 10 上方的时候， 该横梁模板单元 20 的该横 梁腔 24与该柱模板单元 10 的该柱腔 16相连通， 这样在施工人员向该横梁模板单元 20 以及 该柱模板单元 10 中灌注混凝土的时候， 该横梁模板单元 20 以及该柱模板单元 10 中的混凝 土连接形成一整体， 并组成建筑物的立柱以及横梁。
该屋顶模板单元 30包括支撑筋骨梁 31、 面板 32 以及支撑顶柱 33。
其中， 该支撑筋骨梁 31搭设在该横梁模板单元 20之间。
该面板 32卡接在相邻的该支撑筋骨梁 31之间。
该面板 32 包括若干拼接小面板 34， 若干该拼接小面板 34 顺序拼接成整体的该面板 每一个该拼接小面板 34都包括若干板体 51、 底部架板 52 以及侧板 53。
若干该板体 51顺序排列设置在该底部架板 52上方， 该侧板 53环设在若干该板体 51 四 周。
若干该板体 51、 该底部架板 52 以及该侧板 53连接形成整体的该拼接小面板 34。
位于若干该板体 51两侧的该侧板 53上分别设置有卡槽 531 以及凸肋 532。
相邻接的该拼接小面板 34 的该凸肋 532 卡接在另外一个该拼接小面板 34 的该卡槽 531 中。 通过该卡槽 53 1 以及该凸肋 532 的结构设计使若干该拼接小面板 34 顺序拼接成整体的 该面板 32。
该支撑顶柱 33 设置在该支撑筋骨梁 3 1 的下方， 用以提高该屋顶模板单元 30 的整体结 构强度。
该支撑筋骨梁 3 1、 该面板 32 以及该支撑顶柱 33 搭接确定出一屋顶成型空间 34， 该^ 顶成型空间 34位于该屋顶模板单元 30 上方， 并且该屋顶成型空间 34 与该横梁模板单元 20 的该横梁腔 24 是相连通的， 当施工人员在该屋顶模板单元 30 上方将混凝土浇灌至该 M顶成 型空间 34 中的时候， 该屋顶成型空间 34 中的混凝土与该横梁腔 24 中的混凝土连接形成一 整体。
该墙面模板单元 40包括墙基 4 1、 内墙 42 以及外墙 43， 该内墙 42 以及该外墙 43 分別 架设在该墙基 4 1 的内外两侧。
在该内墙 42与该外墙 43之间形成一墙体腔 44， 施工人员在具体施 1:的时候将混凝十浇 灌至该墙体腔 44中凝固形成建筑物的墙体。
该墙基 4 1 的内外两侧分别设置有支撑杆 45， 该支撑杆 45上开设有迕接槽 45 1。
该内墙 42包括若干内墙挡板 42 1， 每一个该内墙挡板 42 1 下方都设置有卡肋。
该内墙挡板 42 1 的该卡肋插接在该墙基 41 内侧的该支撑杆 45的该连接槽 45 1 中， 使若 干该内墙挡板 42 1拼接形成该内墙 42。
该外墙 43包括若干外墙挡板 43 1 , 每一个该外墙挡板 43 1下方都设置有卡肋。
该外墙挡板 43 1 的该卡肋插接在该墙基 4 1外侧的该支撑杆 45 的该连接槽 45 1 中， 使若 千该外墙挡板 43 1拼接形成该外墙 43。
该墙面模板单元 40 还包括内墙柱 46 以及外墙柱 47， 该内墙柱 46 以及该外墙柱 47 设 置在该墙面模板单元 40的拐角位置处。
该内墙柱 46 的两侧分别连接该内墙挡板 42 1 , 该外墙柱 47 的两侧分别连接该外墙挡板
43 1。
该柱模板单元 10的该第一角板 11、 该第二角板 12、 该第三角板 13以及该第四角板 14， 该横梁模 板单元 20的该第一横梁板 21、 该第二横梁侧板 22以及该第二横梁侧板 23， 该屋顶模板单元 30的该支 撑筋骨梁 31、 该面板 32以及该支撑顶柱 33, 该墙面模板单元 40的该墙基 41、 该内墙 42以及该外墙 43 中都填充有发泡材料，
该分体建筑模板组合系统在具体应用的时候其外围搭建有建筑脚手架， 建筑脚手架包括脚手架管一 61、 脚手架管二 62、 管夹一 63、 管夹二 64， 该脚手架管一 61 与该脚手架管二 62 分别套入该管夹一 63、 该管夹二 64中， 该脚手架管一 61与该脚手架管二 62的内腔 68通过加强筋 69分隔为若干个贯通的 腔室， 该内腔 68内填充发泡材料以便加固每个脚手架管。
在具体实施的时候该管夹一 63也可以连接在脚手架管之间， 用以加长该脚手架管的整体长度， 该脚 手架管可以为该脚手架管一 61或者该脚手架管二 62。
该建筑脚手架上搭设有人行道板， 该人行道板包括人行道板 71以及脚手架管 72， 该人行道板 71铺 设于该脚手架管 72上方， 该人行道板 71两端分别焊接固定件 73, 每个该脚手架管 72下侧水平安装有 夹紧件 74， 该夹紧件 74与该固定件 73相接位置处通过螺栓 75锁紧。 在具体实施的时候该人行道板 71 具有防滑结构， 具体包括两种方式： 其一， 所述人行道板 71 上表 面设有防滑凸层； 其二， 所述人行道板 71 由若干小块拼装式板体拼接组成， 每个小块拼装式板体上表面 预设一槽位并安装防滑条， 同时， 每个防滑条厚度比对应的拼装式板体略高以达到更好的防滑效果， 最 后再由每块小块拼装式板体拼装成一整块人行道板。
该分体建筑模板组合系统在具体应用的时候依靠支撑结构进行固定， 该支撑结构， 包括墙面 支撑板一 81、 墙面支撑板二 82、 支撑杆 86， 该墙面支撑板一 81与该墙面支撑板二 82下端分别带有一 个凸块， 并且该墙面支撑板一 81 与该墙面支撑板二 82拼接为一个整体结构体， 该结构体通过凸块插入 夹紧固定件 83内并由插销 84卡接牢固； 该支撑杆 86两端分别设置有连接件 85并且通过对应的该连接 件 85分别与该夹紧固定件 83、 地面支撑点 87连接。

Claims

1. 一种分体建筑模板组合系统， 其特征在于： 其包括柱模板单元、 横梁模板单元、 顶 模板单元以及墙面模板单元，
该横梁模板单元搭建在该柱模板单元上方， 该屋顶模板单元搭建在该横梁模板单元上， 该墙面模板单元环设在该柱模板单元四周， 该模板组合系统在完成搭建之后， 施 I：人员首先 向该模板组合系统中放置骨架， 而后施工人员向该模板组合系统中浇灌混凝土或者水泥 浆， 在混凝土或者水泥沙浆硬化固定成型之后， 施工人员将该模板组合系统从建筑物的框架 式结构上拆下以完成整体的施工步骤，
该柱模板单元包括第一角板、 第二角板、 第三角板以及第四角板， 该第一角板、 该第二 角板、 该第三角板以及该第四角板围绕形成该柱模板单元， 并借助该第一角板、 该第二角 板、 该第三角板以及该第四角板围权绕形成一柱腔，
该横梁模板单元包括第一横梁板、 第二横梁侧板以及第三横梁侧板， 该第二横梁侧板以 及该第三横梁侧板对称连接在该第一横梁板的两侧， 借助该第一横梁板、 该第二横梁侧板以 及该第三横梁侧板围绕形成一横梁腔， 当该横梁模板单元搭建在该柱模板单元上方的时候， 该横梁模板单元的该横梁腔与该柱模板单元的该柱腔相连通，
该屋顶模板单元包括支撑筋骨梁、 面板以及支撑顶柱， 其中， 该支撑筋骨梁搭设在该横 梁模板单元之间， 该面板卡接在相邻的该支撑筋骨梁之间， 该支撑顶柱设置在该支撑筋骨梁
书
的下方， 用以提高该屋顶模板单元的整体结构强度， 该支撑筋骨梁、 该面板以及该支撑顶柱 搭接确定出一屋顶成型空间， 该屋顶成型空间位于该屋顶模板单元上方， 并且该 .顶成 仝' 间与该横梁模板单元的该横梁腔是相连通的，
该墙面模板单元包括墙基、 内墙以及外墙， 该内墙以及该外墙分别架设在该墙基的内外 两侧， 在该内墙与该外墙之间形成一墙体腔， 该墙基的内外两侧分别设置有支撑杆， 该支撑 杆上开设有连接槽， 该内墙包括若干内墙挡板， 每一个该内墙拌板下方都设置有卡肋， 该内 墙挡板的该卡肋插接在该墙基内侧的该支撑杆的该连接槽中， 使若干该内墙挡板拼接形成该 内墙， 该外墙包括若干外墙挡板， 每一个该外墙挡板下方都设置有卡肋， 该外墙挡板的该 肋插接在该墙基外侧的该支撑杆的该连接槽中， 使若干该外墙挡板拼接形成该外墙。
2.如权利要求 1 所述的一种分体建筑模板组合系统， 其特征在于： 该第一角板 该第二 结构相同， 该第三角板与该第四角板结构相同， 该第一角板包括第一板体以及第一连接连角体 侧接两板 板， 该第一连接侧板对称连接在该第一板体两侧， 该第一连接侧板上开设有若干第一 孔， 该第二角板包括第二板体以及第二连接侧板， 该第二连接侧板对称连接在该第二板 侧， 该第二连接侧板上开设有若干第二连接孔，
该第三角板包括第二板体、 第三连接侧板以及第三延伸板， 该第三连接侧板对称连接在 该第三板体两侧， 该第三延伸板对称连接在该第三板体两侧的端部， 该第二延伸板上开设冇 若干第三连接孔，
该第四角板包括第四板体、 第四连接侧板以及第四延伸板， 该第四连接侧板对称连接在 该第四板体两侧， 该第四延伸板对称连接在该第四板体两侧的端部， 该第四延伸板上开设冇 若干第四连接孔，
该第一角板以及该第二角板连接在该第三角板与该第四角板之间， 该第一角板两侧的该 第一连接侧板通过插销分别固定连接在该第三角板以及该第四角板的该第二延伸板以及该第 四延伸板上， 该第二角板两侧的该第二连接侧板通过插销分别固定连接在该第二角板以及该 第四角板的该第三延伸板以及该第四延伸板上。
3.如权利要求 1 所述的一种分体建筑模板组合系统， 其特征在于： 该面板包括若干拼接小面 板， 若干该拼接小面板顺序拼接成整体的该面板， 每一个该拼接小面板都包括若干板体、 底 部架板以及侧板， 若干该板体顺序排列设置在该底部架板上方， 该侧板环设在若干该板体四 周， 若干该板体、 该底部架板以及该侧板连接形成整体的该拼接小面板， 位丁 ·若干该板体两 侧的该侧板上分别设置有卡槽以及凸肋， 相邻接的该拼接小面板的该凸肋卡接在另外一个该 拼接小面板的该卡槽中， 通过该卡槽以及该凸肋的结构设计使若千该拼接小面板顺序拼接成 整体的该面板。
4.如权利要求 1 所述的一种分体建筑模板组合系统， 其特征在于： 该墙面模板单元还包括内 墙柱以及外墙柱， 该内墙柱以及该外墙柱设置在该墙面模板单元的拐角位置处， 该内墙柱的 两侧分别连接该内墙挡板， 该外墙柱的两侧分别连接该外墙挡板。
5.如权利要求 1 所述的一种分体建筑模板组合系统， 其特征在于： 该柱模板单元的该第一角 板、 该第二角板、 该第三角板以及该第四角板， 该横梁模板单元的该第一横梁板、 该第二横 梁侧板以及该第三横梁侧板， 该屋顶模板单元的该支撑筋骨梁、 该面板以及该支撑顶柱， 该 墙面模板单元的该墙基、 该内墙以及该外墙中都填充有发泡材料。
6.如权利要求 1 所述的一种分体建筑模板组合系统， 其特征在于： 该分体建筑模板组合系统 外围搭建有建筑脚手架， 建筑脚手架包括脚手架管一、 脚手架管二、 管夹一、 管夹二， 该脚手架管一 该脚手架管二分别套入该管夹一、 该管夹二中， 该脚手架管一与该脚手架管二的内腔通过加强筋分隔为 若干个贯通的腔室， 该内腔内填充发泡材料以便加固每个脚手架管。
7.如权利要求 6 所述的一种分体建筑模板组合系统， 其特征在于： 该管夹一连接在脚手架管之 间， 用以加长该脚手架管的整体长度。
8.如权利要求 6所述的一种分体建筑模板组合系统， 其特征在于： 该建筑脚手架上搭设有人行道 板， 该人行道板包括人行道板以及脚手架管， 该人行道板铺设于该脚手架管上方， 该人行道板两端分别 焊接固定件， 每个该脚手架管下侧水平安装有夹紧件， 该夹紧件与该固定件相接位置处通过螺栓锁紧。
9.如权利要求 1 所述的一种分体建筑模板组合系统， 其特征在于： 该分体建筑模板组合系统 依靠支撑结构进行固定， 该支撑结构， 包括墙面支撑板一、 墙面支撑板二、 支撑杆， 该墙面支撑板一 该墙面支撑板二下端分别带有一个凸块， 并且该墙面支撑板一与该墙面支撑板二拼接为一个整体结构 体， 该结构体通过凸块插入夹紧固定件内并由插销卡接牢同； 该支撑杆两端分别设 ：有迕接件并且通过 对应的该连接件分别与该夹紧固定件、 地面支撑点连接。
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103866968A (zh) * 2014-04-02 2014-06-18 韦小凤 一种建筑模板

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103362299B (zh) * 2013-07-22 2015-06-03 金陵科技学院 可调插板式墙模板及其施工方法
CN104763150A (zh) * 2015-04-01 2015-07-08 四川华西绿舍建材有限公司 一种装配式建筑用预制叠合板的施工方法
CN104912333B (zh) * 2015-06-19 2017-06-06 广东标力墙体建筑工程有限公司 墙体施工系统及施工方法
CN105625708B (zh) * 2015-12-31 2017-07-14 云南建工建材科技有限责任公司 一种建筑用铝木复合模板体系
CN105863253B (zh) * 2016-05-25 2018-06-01 恒德建设有限公司 整体支模异步浇筑楼梯间墙柱支模体系及施工方法
CN107338955A (zh) * 2017-05-26 2017-11-10 如皋市磨头建设开发有限公司 一种建筑用模板组合
CN111677321B (zh) * 2020-06-04 2021-10-08 江苏文博建筑设计有限公司 一种装配式建筑加固结构

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08120917A (ja) * 1994-10-24 1996-05-14 Shinyou:Kk 住宅用コンクリート躯体の型枠構造
CN1191005A (zh) * 1995-05-25 1998-08-19 新技术混凝土建筑有限公司 混凝土建筑物的逐步成型模体系
CN2491554Y (zh) * 2000-10-09 2002-05-15 华汇系统板模有限公司 系统化建筑板模
GB2395221A (en) * 2002-11-18 2004-05-19 Salvador Pujol Barcons Building cast from concrete in re-usable forms
JP2006152575A (ja) * 2004-11-25 2006-06-15 Mitsuo Sasaki 型枠構造
CN1796706A (zh) * 2004-12-24 2006-07-05 张东川 盒式建筑房模及其构建方法
CN201221198Y (zh) * 2008-06-02 2009-04-15 北京中建柏利工程技术发展有限公司 铝合金模板体系

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4447035A (en) * 1982-09-30 1984-05-08 Strickland Systems, Inc. Joining concrete form panels to cast an inside corner wall structure
US5376315A (en) * 1992-11-13 1994-12-27 Kansas State University Research Foundation Method and apparatus for concrete casting of a unitary structure
US5997792A (en) * 1997-01-22 1999-12-07 Twic Housing Corporation Apparatus and process for casting large concrete boxes
CN1132985C (zh) * 1997-11-04 2003-12-31 刘方俊 模具及其用该模具建楼的方法和室外装饰方法
CN201236480Y (zh) * 2008-06-25 2009-05-13 中建三局建设工程股份有限公司 白色花纹清水混凝土模板系统
CN101839060A (zh) * 2010-05-25 2010-09-22 唐金元 组合型整体浇铸建筑模板

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08120917A (ja) * 1994-10-24 1996-05-14 Shinyou:Kk 住宅用コンクリート躯体の型枠構造
CN1191005A (zh) * 1995-05-25 1998-08-19 新技术混凝土建筑有限公司 混凝土建筑物的逐步成型模体系
CN2491554Y (zh) * 2000-10-09 2002-05-15 华汇系统板模有限公司 系统化建筑板模
GB2395221A (en) * 2002-11-18 2004-05-19 Salvador Pujol Barcons Building cast from concrete in re-usable forms
JP2006152575A (ja) * 2004-11-25 2006-06-15 Mitsuo Sasaki 型枠構造
CN1796706A (zh) * 2004-12-24 2006-07-05 张东川 盒式建筑房模及其构建方法
CN201221198Y (zh) * 2008-06-02 2009-04-15 北京中建柏利工程技术发展有限公司 铝合金模板体系

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103866968A (zh) * 2014-04-02 2014-06-18 韦小凤 一种建筑模板
CN103866968B (zh) * 2014-04-02 2016-05-04 韦小凤 一种建筑模板

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