CN110593551A - Lattice type cement polyphenyl formwork - Google Patents

Lattice type cement polyphenyl formwork Download PDF

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Publication number
CN110593551A
CN110593551A CN201910880793.3A CN201910880793A CN110593551A CN 110593551 A CN110593551 A CN 110593551A CN 201910880793 A CN201910880793 A CN 201910880793A CN 110593551 A CN110593551 A CN 110593551A
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CN
China
Prior art keywords
shell
spliced pole
connecting column
formwork
edge member
Prior art date
Legal status (The legal status 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 status listed.)
Pending
Application number
CN201910880793.3A
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Chinese (zh)
Inventor
曹启坤
曹金科
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Liaoning Technical University
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Liaoning Technical University
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Filing date
Publication date
Application filed by Liaoning Technical University filed Critical Liaoning Technical University
Priority to CN201910880793.3A priority Critical patent/CN110593551A/en
Publication of CN110593551A publication Critical patent/CN110593551A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/10Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

A lattice type cement polyphenyl formwork belongs to the technical field of building components. Lattice formula cement polyphenyl mould shell, including parallel arrangement's first shell and second shell, first shell is provided with the first spliced pole that a plurality of is the matrix arrangement, the second shell is provided with the second spliced pole that a plurality of and first spliced pole correspond, first spliced pole and second spliced pole cooperation are connected and are made the cuboid form through-hole that a plurality of set up along horizontal direction and vertical direction between first shell and the second shell. The lattice type cement polyphenyl formwork reduces the deviation of mould closing and butt joint of single formworks in construction and avoids the phenomenon of stress concentration.

Description

Lattice type cement polyphenyl formwork
Technical Field
The invention relates to the technical field of building components, in particular to a lattice type cement polyphenyl formwork.
Background
At present, all countries in the world develop novel green energy-saving building materials, better protect land resources and improve ecological environment. The wall material is a main component of a building structure, and the development trend of the building structure focuses on reducing the self weight of the structure so as to improve the self bearing capacity and the shock resistance, enhance the energy-saving and heat-insulating capacity of the building, simplify the construction process of the building and the like. The cement polyphenyl membrane shell lightweight aggregate concrete is gradually developed and utilized due to good heat preservation performance, is processed by polyphenyl particles, cement, additives and the like according to a certain proportion, and finally develops a novel wall building which integrates the characteristics of load bearing, energy conservation, environmental protection, heat preservation, heat insulation, fire resistance, sound insulation, light weight, convenience and the like.
In recent years, the popularization of novel building formwork materials integrating green, energy-saving and heat preservation functions is a trend, and the formwork is light in self weight, heat-preserving and heat-insulating, sound-insulating and flame-retardant, convenient to construct, low in construction cost, environment-friendly and waste-utilizing, so that a wall structure poured by the formwork is more convenient to construct compared with a traditional brick-concrete structure, does not need additional heat preservation treatment, reduces the cost, reduces the use of wood formworks, protects the ecological environment to a certain extent, widens the development of the building industry, is beneficial to the ecological environment, reduces the energy consumption, and is widely applied to buildings such as office buildings, residential buildings and the like. However, there are many imperfections in the practical application of cement polystyrene formwork lattice walls: 1) the form of the shuttering structure is single, and different requirements in reality can not be met; 2) the formwork is easy to deviate in the actual construction single formwork butt joint; 3) the formwork has stress concentration at the node of the lattice beam column.
Disclosure of Invention
In order to solve the technical problems in the prior art, the invention provides a lattice type cement polyphenyl formwork, which reduces the deviation of mould closing and butt joint of single formworks in construction and avoids the phenomenon of stress concentration.
In order to achieve the purpose, the technical scheme of the invention is as follows:
the utility model provides a lattice formula cement polyphenyl mould shell, includes parallel arrangement's first shell and second shell, first shell is provided with the first spliced pole that a plurality of is the matrix arrangement, the second shell is provided with the second spliced pole that a plurality of and first spliced pole correspond, first spliced pole is connected with the cooperation of second spliced pole and is made the cuboid form through-hole that forms a plurality of and set up along horizontal direction and vertical direction between first shell and the second shell.
The lattice type cement polyphenyl formwork further comprises a first edge component and a second edge component, wherein the first edge component and the second edge component are arranged on the side face of a matched die formed by the first shell and the second shell, the first edge component and the second edge component are both of cuboid structures, cuboid through grooves are formed in the first edge component and the second edge component along the length direction, and the through grooves and the adjacent first connecting columns and the second connecting columns form cuboid through holes.
The first shell and the second shell are both rectangular flat plate structures.
First spliced pole is square spatial structure with the second spliced pole, the center of first spliced pole is provided with cube form tenon, the center of second spliced pole is provided with cube form mortise, the tenon is connected with the second spliced pole cooperation realization first spliced pole and second spliced pole.
The tenon and the corresponding mortise are bonded through foam foaming glue.
The invention has the beneficial effects that:
1) the tenon is matched with the mortise to form a plurality of cuboid through holes arranged along the horizontal direction and the vertical direction between the first shell and the second shell, so that the structure of the cement polyphenyl formwork is optimized, the using form of the formwork is enriched to enlarge the using range, different practical conditions can be met, meanwhile, the performance of the formwork is improved, the torsional moment of inertia is improved through the cuboid through holes, the stress at the beam column node is reduced, the stress concentration phenomenon is effectively improved, and the design principle of strong node and weak members is met;
2) through the matching of the tenon and the mortise, the error caused when the first shell and the second shell are butted to form a matched die is avoided, and the assembly precision and the working efficiency are improved;
3) the lattice type cement polyphenyl formwork has the advantages of being environment-friendly, energy-saving, low-carbon, environment-friendly, heat-preserving, heat-insulating, sound-insulating and the like.
Additional features and advantages of the invention will be set forth in part in the detailed description which follows.
Drawings
FIG. 1 is a schematic top view of a cellular cement polystyrene formwork provided in accordance with an embodiment of the present invention;
FIG. 2 is a schematic top view of a lattice cement polystyrene formwork arrangement provided by an embodiment of the present invention;
FIG. 3 is a schematic sectional view A-A of FIG. 1;
FIG. 4 is a schematic cross-sectional view B-B of FIG. 2;
FIG. 5 is a schematic cross-sectional view C-C of FIG. 2;
fig. 6 is a schematic structural diagram of a first connecting column according to an embodiment of the present invention.
Reference numerals in the drawings of the specification include:
1-first shell, 2-second shell, 3-first edge component, 4-second edge component, 5-first connecting column, 6-second connecting column, 7-tenon, 8-mortise and 9-through hole.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience in describing the present invention and simplifying the description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, unless otherwise specified and limited, it is to be noted that the terms "mounted," "connected," and "connected" are to be interpreted broadly, and may be, for example, a mechanical connection or an electrical connection, a communication between two elements, a direct connection, or an indirect connection via an intermediate medium, and specific meanings of the terms may be understood by those skilled in the art according to specific situations.
In order to solve the problems in the prior art, as shown in fig. 1 to 6, an embodiment of the present invention provides a lattice type cement polyphenyl formwork, which includes a first casing 1 and a second casing 2 that are arranged in parallel, wherein the first casing 1 and the second casing 2 are both rectangular flat plate structures, the first casing 1 is provided with a plurality of first connecting columns 5 arranged in a matrix, the second casing 2 is provided with a plurality of second connecting columns 6 corresponding to the first connecting columns 5, the first connecting columns 5 and the second connecting columns 6 are connected in a matching manner so as to form a plurality of rectangular through holes 9 arranged in the horizontal direction and the vertical direction between the first casing 1 and the second casing 2, the first connecting columns 5 and the second connecting columns 6 are both in a square three-dimensional structure, the center of the first connecting columns 5 is provided with a cubic tenon 7, the center of the second connecting columns 6 is provided with a cubic mortise 8, tenon 7 and the cooperation of mortise 8 realize being connected of first spliced pole 5 and second spliced pole 6, tenon 7 bonds through foam foamed rubber with corresponding mortise 8.
As shown in fig. 1-2, the lattice type cement polyphenyl formwork further includes a first edge member 3 and a second edge member 4, the first edge member 3 and the second edge member 4 are both disposed on a side surface of a matched die formed by the first shell 1 and the second shell 2, the first edge member 3 and the second edge member 4 are both of a rectangular parallelepiped structure, and the first edge member 3 and the second edge member 4 are both provided with a rectangular parallelepiped through groove along a length direction, and the through groove and the adjacent first connecting column 5 and second connecting column 6 form the rectangular parallelepiped through hole 9.
In this embodiment, the first housing 1, the first connecting column 5, the tenon 7, the second housing 2, the second connecting column 6 and the mortise 8 can be formed and processed by one-step compression molding, the first housing 1 and the second housing 2 are integrally of a vertically and horizontally symmetrical structure formed by connecting the tenon 7 and the mortise 8, and the wall body poured by the formwork greatly reduces the stress at the intersection point of the lattice beam column under the condition that the concrete consumption is not changed by adopting the cuboid through hole 9.
In actual use, when a plurality of lattice type cement polyphenyl formworks are connected into a wall body, the first edge component 3 and the second edge component 4 are arranged on two sides of the whole wall body so as to ensure the whole stress of the wall body, industrial production can be carried out in a factory building according to the requirements of a building structure (the shape of the Chinese character ' yi ', the shape of the cross ', the shape of the T ' and the shape of the L '), the cement polyphenyl formworks manufactured according to the design size in the factory building and the wall body formed by pouring the lattice type framework formed by the self-compacting concrete, and the cement polyphenyl formwork lattice type concrete wall body is a novel wall body structure combining semi-prefabrication, heat preservation and templates. In the site operation, can cut the wall body mould shell, drill, consolidate the operation such as can the short time inscribe door, window isotructure, make the wall body structure that this mould shell was pour compare the construction with traditional brick-concrete structure more convenient, need not plus the use of heat preservation processing, reduce cost, reduction wooden template, protect ecological environment to a certain extent, consequently, this mould shell structure possess extensive development prospect in the building field.
The concrete construction process for processing the lattice type cement polyphenyl formwork into the wall body is as follows:
installing the lattice type cement polyphenyl formwork at a specified structure position according to the requirement of a building structure, installing the first shell 1 and the second shell 2 by bonding a tenon 7 and a corresponding mortise 8 through foam foaming adhesive, and correspondingly connecting a first edge member 3 and a second edge member 4 on the lattice type cement polyphenyl formwork at two sides to form an integrated wall body external template;
inserting a certain amount of steel bars into the rectangular through holes 9 in the horizontal direction and the vertical direction between the first shell 1 and the second shell 2 in the process of splicing the templates, and binding the steel bars into a steel bar framework by binding wires;
self-compacting concrete is poured into the transverse and longitudinal cuboid through holes 9 formed after die assembly, lattice beams and lattice columns of the wall structure are formed after the concrete is poured, and the self-compacting concrete and the lattice cement polyphenyl formwork are directly contacted with each other in the pouring process, so that a composite wall body with a good heat preservation performance inside a lattice concrete framework and outside a formwork is formed.
While embodiments of the invention have been shown and described, it will be understood by those of ordinary skill in the art that: various changes, modifications, substitutions and alterations can be made to the embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the claims and their equivalents.

Claims (5)

1. The utility model provides a lattice formula cement polyphenyl mould shell, its characterized in that, first shell and second shell including parallel arrangement, first shell is provided with the first spliced pole that a plurality of is the matrix arrangement, the second shell is provided with the second spliced pole that a plurality of and first spliced pole correspond, first spliced pole and second spliced pole cooperation are connected and are made the cuboid form through-hole that forms a plurality of between first shell and the second shell and set up along horizontal direction and vertical direction.
2. A lattice cement polyphenyl formwork according to claim 1 further comprising a first edge member and a second edge member, both disposed on the sides of the matched die of the first shell and the second shell, both of the first edge member and the second edge member being of rectangular parallelepiped structure, and both of the first edge member and the second edge member being provided with a rectangular parallelepiped through groove along the length direction, the through groove and the adjacent first connecting column and second connecting column constituting the rectangular parallelepiped through hole.
3. A lattice cement polystyrene formwork as claimed in claim 1 or claim 2 wherein the first and second shells are each of rectangular plate configuration.
4. The lattice type cement polyphenyl formwork shell according to claim 1 or 2, wherein the first connecting column and the second connecting column are both of square three-dimensional structures, a cubic tenon is arranged at the center of the first connecting column, a cubic mortise is arranged at the center of the second connecting column, and the tenon and the mortise are matched to realize the connection of the first connecting column and the second connecting column.
5. A cellular cement polystyrene formwork as claimed in claim 4 wherein said tenons and corresponding mortises are bonded by foam cement.
CN201910880793.3A 2019-09-18 2019-09-18 Lattice type cement polyphenyl formwork Pending CN110593551A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910880793.3A CN110593551A (en) 2019-09-18 2019-09-18 Lattice type cement polyphenyl formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910880793.3A CN110593551A (en) 2019-09-18 2019-09-18 Lattice type cement polyphenyl formwork

Publications (1)

Publication Number Publication Date
CN110593551A true CN110593551A (en) 2019-12-20

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Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4811927A (en) * 1986-01-31 1989-03-14 589576 Ontario Inc. Tubular connecting member for use with concrete forming panels
ES2017251A6 (en) * 1989-03-08 1991-01-16 Salas Pierre Shuttering (formwork) panel
CN2440888Y (en) * 2000-08-17 2001-08-01 王继强 Durable blocked frameworks as thermal insulating materials
CN2780873Y (en) * 2005-02-16 2006-05-17 张良纯 Cement polyppenyl module casing structure type concrete energy-saving bearing wall
CN102731031A (en) * 2012-06-25 2012-10-17 葛兆明 Cement polyphenyl granule concrete lattice composite wall shuttering, its manufacturing method, lattice composite wall and its manufacturing method
CN202672413U (en) * 2012-07-23 2013-01-16 赵鲁波 Self-insulating wall body of combined mold shell
CN202731058U (en) * 2012-02-27 2013-02-13 刘铁才 Cement polyphenyl grain formwork brick
CN204343486U (en) * 2014-12-16 2015-05-20 河南众鼎智拓环保科技有限公司 The shear wall that a kind of mortise and tenon type precast concrete segment replaces template to build
CN204955069U (en) * 2015-09-18 2016-01-13 张家港市星泰防火保温材料有限公司 Forming die of cement polyphenyl mould shell
CN207376886U (en) * 2017-09-08 2018-05-18 石维光 A kind of construction wall structural elements
CN108277907A (en) * 2017-01-05 2018-07-13 烟台政通节能建材设备制造有限公司 A kind of lattice type concrete wall building block is modified the mounting process of cement polyphenyl formwork

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4811927A (en) * 1986-01-31 1989-03-14 589576 Ontario Inc. Tubular connecting member for use with concrete forming panels
ES2017251A6 (en) * 1989-03-08 1991-01-16 Salas Pierre Shuttering (formwork) panel
CN2440888Y (en) * 2000-08-17 2001-08-01 王继强 Durable blocked frameworks as thermal insulating materials
CN2780873Y (en) * 2005-02-16 2006-05-17 张良纯 Cement polyppenyl module casing structure type concrete energy-saving bearing wall
CN202731058U (en) * 2012-02-27 2013-02-13 刘铁才 Cement polyphenyl grain formwork brick
CN102731031A (en) * 2012-06-25 2012-10-17 葛兆明 Cement polyphenyl granule concrete lattice composite wall shuttering, its manufacturing method, lattice composite wall and its manufacturing method
CN202672413U (en) * 2012-07-23 2013-01-16 赵鲁波 Self-insulating wall body of combined mold shell
CN204343486U (en) * 2014-12-16 2015-05-20 河南众鼎智拓环保科技有限公司 The shear wall that a kind of mortise and tenon type precast concrete segment replaces template to build
CN204955069U (en) * 2015-09-18 2016-01-13 张家港市星泰防火保温材料有限公司 Forming die of cement polyphenyl mould shell
CN108277907A (en) * 2017-01-05 2018-07-13 烟台政通节能建材设备制造有限公司 A kind of lattice type concrete wall building block is modified the mounting process of cement polyphenyl formwork
CN207376886U (en) * 2017-09-08 2018-05-18 石维光 A kind of construction wall structural elements

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
吉林省住房和城乡建设厅: "《水泥聚苯模壳格构式混凝土墙体建筑技术规程》", 31 May 2017, 吉林省工程建设地方标准 *

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Application publication date: 20191220

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