CN110541569A - Construction method for pouring light-transmitting concrete member in site and light-transmitting concrete member - Google Patents

Construction method for pouring light-transmitting concrete member in site and light-transmitting concrete member Download PDF

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Publication number
CN110541569A
CN110541569A CN201910850260.0A CN201910850260A CN110541569A CN 110541569 A CN110541569 A CN 110541569A CN 201910850260 A CN201910850260 A CN 201910850260A CN 110541569 A CN110541569 A CN 110541569A
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China
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arranging
die
light
combined
concrete member
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CN110541569B (en
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江小平
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BEIJING LANBAO NEW TECHNOLOGY Co Ltd
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BEIJING LANBAO NEW TECHNOLOGY Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • 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
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The invention provides a construction method for casting a light-transmitting concrete member in situ and the light-transmitting concrete member. The construction method for casting the light-transmitting concrete member in situ comprises the steps of arranging a fixed mould; arranging a layered combined die and enabling the combined die and the fixed die to be opposite at a set distance to form a pouring space; and alternately pouring concrete and arranging optical fibers in the pouring space from bottom to top in sequence.

Description

construction method for pouring light-transmitting concrete member in site and light-transmitting concrete member
Technical Field
The invention relates to the field of buildings, in particular to a construction method for pouring a light-transmitting concrete member in situ and the light-transmitting concrete member.
background
Among the prior art, the printing opacity concrete adopts precast concrete goods mostly to concrete brick and printing opacity concrete piece are given first place to, and this type of concrete goods has optical property, can utilize outdoor natural light and indoor various light sources to create a decorative effect, and this decorative effect has artistic sense, still has the practicality of getting light simultaneously.
However, the precast concrete products mainly made of concrete bricks and transparent concrete blocks have the following disadvantages:
Firstly, large concrete members cannot be manufactured;
secondly, large-scale load-bearing structural walls cannot be manufactured;
Thirdly, the optical performance of the light-transmitting concrete is damaged by the bonding seams between adjacent blocks;
Fourthly, the transportation and installation are difficult.
disclosure of Invention
the invention provides a construction method for casting a light-transmitting concrete member in situ, and aims to solve the technical problems in the prior art.
The invention provides a construction method for casting a light-transmitting concrete member in situ, which comprises the following steps:
arranging a fixed mould;
Arranging a layered combined die and enabling the combined die and the fixed die to be opposite at a set distance to form a pouring space;
And alternately pouring concrete and arranging optical fibers in the pouring space from bottom to top in sequence.
further, the layered combined die is arranged and is oppositely spaced from the fixed die by a set distance to form a pouring space; alternately pouring concrete and arranging optical fibers in the pouring space from bottom to top in sequence; the method comprises the following steps:
Arranging a first layer of combined dies and enabling the first layer of combined dies and the fixed die to be oppositely spaced for a set distance to form a first layer of pouring space;
and alternately pouring concrete and arranging optical fibers in the first layer of pouring space from bottom to top in sequence.
Further, the layered combined die is arranged and is oppositely spaced from the fixed die by a set distance to form a pouring space; alternately pouring concrete and arranging optical fibers in the pouring space from bottom to top in sequence; further comprising:
Arranging a second layer of combined dies on the first layer of combined dies and enabling the second layer of combined dies and the fixed dies to be opposite at a set distance to form a second layer of pouring space;
Alternately pouring concrete and arranging optical fibers in the second layer of pouring space from bottom to top in sequence;
And so on.
Further, the arranging a stent; arranging a layered combined die and enabling the combined die and the fixed die to be opposite at a set distance to form a pouring space; the method comprises the following steps:
arranging a plate-type fixed die;
And arranging a layered combined die matched with the fixed die and enabling the combined die to be opposite to the fixed die at a set distance to form a pouring space.
Further, the arranging a stent; arranging a layered combined die and enabling the combined die and the fixed die to be opposite at a set distance to form a pouring space; the method comprises the following steps:
arranging a geometrically regular solid fixed mould;
And arranging a layered combined die matched with the fixed die and enabling the combined die to be opposite to the fixed die at a set distance to form a pouring space.
Further, the arrangement geometry regular solid stent includes:
A cylindrical, conical or disk-type fixed die is arranged.
further, the arranging a stent; arranging a layered combined die and enabling the combined die and the fixed die to be opposite at a set distance to form a pouring space; the method comprises the following steps:
arranging a special-shaped curved surface type fixed die;
And arranging a layered combined die matched with the fixed die and enabling the combined die to be opposite to the fixed die at a set distance to form a pouring space.
The construction method for casting the light-transmitting concrete member in situ provided by the invention comprises the following steps: arranging a fixed mould; arranging a layered combined die and enabling the combined die and the fixed die to be opposite at a set distance to form a pouring space; and alternately pouring concrete and arranging optical fibers in the pouring space from bottom to top in sequence.
The construction method for casting the light-transmitting concrete member in situ provided by the invention has the following advantages that concrete is cast and optical fibers are arranged on the member layer by layer alternately by adopting the layered combined die:
firstly, because the concrete is poured layer by layer and the optical fibers are arranged, a large concrete member can be manufactured by the construction method;
Secondly, because the concrete is poured layer by layer and the optical fibers are arranged, the large-scale load-bearing structural wall can be manufactured by the construction method;
setting the concrete poured at a time and the optical fibers arranged according to a pre-designed drawing, so that the bonding seams between adjacent blocks are correspondingly butted, and the optical performance of the light-transmitting concrete cannot be damaged;
fourthly, the construction method is convenient to transport and install.
the invention also aims to provide a light-transmitting concrete member based on the construction method, wherein the light-transmitting concrete member is formed by sequentially and alternately constructing concrete and optical fibers along the vertical direction.
Further, the light-transmitting concrete member is in a plate shape, a geometrically regular three-dimensional shape or an irregular curved surface shape.
Further, the plate type is a regular plate type or an irregular plate type;
The geometric regular solid type is a disc type, a cylinder type or a cone type.
Compared with the prior art, the light-transmitting concrete member provided by the invention has the beneficial effects that the construction method for casting the light-transmitting concrete member in situ provided by the invention has the beneficial effects that the construction method is compared with the prior art, and the details are not repeated.
drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
FIG. 1 is a first flowchart of a method for constructing a cast-in-place light-transmitting concrete member according to an embodiment of the present invention;
FIG. 2 is a second flowchart of a method of constructing a cast-in-place light-transmitting concrete member according to an embodiment of the present invention;
Fig. 3 is a construction combination diagram corresponding to the construction method for casting the light-transmitting concrete member in situ according to the embodiment of the invention.
icon:
10-a stent; 20-combined mold.
Detailed Description
in order to make the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings of the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all embodiments of the present invention. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention. Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention.
In the description of the present invention, it is to be understood that the terms indicating an orientation or positional relationship are based on the orientation or positional relationship shown in the drawings only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
In the present invention, unless otherwise expressly stated or limited, the first feature may be present on or under the second feature in direct contact with the first and second feature, or may be present in the first and second feature not in direct contact but in contact with another feature between them. Also, the first feature being above, on or above the second feature includes the first feature being directly above and obliquely above the second feature, or merely means that the first feature is at a higher level than the second feature. A first feature that underlies, and underlies a second feature includes a first feature that is directly under and obliquely under a second feature, or simply means that the first feature is at a lesser level than the second feature.
FIG. 1 is a first flowchart of a method for constructing a cast-in-place light-transmitting concrete member according to an embodiment of the present invention; FIG. 2 is a second flowchart of a method of constructing a cast-in-place light-transmitting concrete member according to an embodiment of the present invention; fig. 3 is a construction combination diagram corresponding to the construction method for casting the light-transmitting concrete member in situ according to the embodiment of the invention.
Referring to fig. 1 to 3, a construction method for casting a light-transmitting concrete member in situ according to an embodiment of the present invention includes: arranging steel bars according to a design drawing; after the steel bars are arranged in place, arranging a fixed die 10; wherein, the arrangement fixed mold 10 comprises a fixed mold arranged on three sides of the steel bar, the fixed mold comprises a front fixed mold and two opposite side fixed molds, the front fixed mold and the two side fixed molds are correspondingly arranged on three sides to form a casting space with an opening, and the steel bar is positioned in the space. Of course, whether the arrangement of the steel bars is determined according to actual requirements, and the fixed die is directly arranged without arranging the steel bars.
after the fixed die 10 is fixed in place, starting to arrange the layered combined die 20 and enabling the combined die 20 and the fixed die 10 to be relatively spaced by a set distance to form the pouring space; and alternately pouring concrete and arranging optical fibers from bottom to top in the pouring space.
specifically, as shown in steps one to four of fig. 1, after the fixed mold 10 is fixed in place, the first layer of the split mold 20 is arranged, the first layer of the split mold 20 is spaced from the front fixed mold 10 by a predetermined distance to form a first layer of the casting space, and concrete and the optical fiber are alternately arranged in the first layer of the casting space from bottom to top. In the embodiment, the height of the concrete poured at each time can be set according to actual needs, preferably, the height of the concrete poured at first is 10-30cm, after the concrete is poured, optical fibers which are cut in advance and have the same diameter or different diameters in combination are arranged on the concrete, after the optical fibers are arranged, concrete is continuously poured on the optical fibers, and the like until the height of the concrete and optical fiber combination is consistent with the height of the first combined mold or slightly lower than the height of the first combined mold.
Next, as shown in steps one to four of fig. 2, the second-layer split mold 20 is arranged on the first-layer split mold 20 and the second-layer split mold 20 is spaced apart from the above-described face fixing mold 10 by a set distance to form a second-layer pouring space; the first pouring space is communicated with the second pouring space, concrete is poured and optical fibers are arranged in the second layer of pouring space from bottom to top in turn, the pouring and arrangement mode of the first pouring space is consistent with that of the first layer of pouring space, and the like, until the height of the combined die 20 is consistent with that of the fixed die 10 or reaches a set height, the fixed die 10 is fixed by using a fixing piece, so that the die expanding or die running is prevented, the whole member and the whole template are maintained preliminarily, after the preliminary maintenance is completed, the template is detached, the maintained member is polished, polished and coated with a concrete protective agent, and then the maintenance is continued, so that the concrete reaches the final required strength.
As mentioned above, the construction method adopts the layered arrangement of the combined dies 20, and the concrete and the optical fibers in the casting space corresponding to the single-layer combined die 20 are layered, so that the construction process is simple, efficient and easy to implement.
The construction method of the light-transmitting concrete member provided by the embodiment can be used for pouring members with three types of structures.
The construction method of the light-transmitting concrete member can be used for pouring the plate-surface type light-transmitting concrete member. Specifically, the front fixed die adopts a plate-type fixed die, and plate-type layered combined dies matched with the plate-type fixed die are arranged, so that the combined dies and the fixed die are relatively spaced by a set distance to form a pouring space. For example, the plate can be poured into a regular plate type or an irregular plate type, wherein the regular plate type comprises a square plate, a circular plate, an oval plate, a trapezoidal plate, a triangular plate or other regular plate types, and can be used for bearing, partition or decoration. The irregular plate type can be set according to the shape of actual needs, and the pouring principle of the irregular plate type is the same as that of the regular plate type. In the present embodiment, the plate-shaped member includes a straight plate-shaped member and a curved plate-shaped member.
the construction method of the light-transmitting concrete member can be used for pouring the light-transmitting concrete member with regular geometry and three-dimensional type. Specifically, the fixed mold is only one geometrically regular solid fixed mold, and the geometrically regular solid combined mold matched with the geometrically regular solid fixed mold is arranged, so that the combined mold and the fixed mold are relatively spaced by a set distance to form a pouring space. For example, if the fixed die is a disk-shaped fixed die with a radial dimension larger than an axial dimension, the combined dies are also disk-shaped combined dies with a radial dimension larger than an axial dimension, and a ring-shaped pouring space is formed between the combined dies in a sleeved mode, so that the final member is a disk-shaped light-transmitting concrete member. Or, the fixed mould selects a cylindrical fixed mould with the axial dimension far larger than the radial dimension, the combined mould also selects a cylindrical combined mould with the axial dimension far larger than the radial dimension, an annular pouring space is formed by sleeving the combined mould and the cylindrical combined mould, and the final component is a cylindrical light-transmitting concrete component. Or the fixed die is a conical fixed die, the combined dies are also conical combined dies, a conical pouring space is formed by sleeving the combined dies and the conical pouring space, and the final member is a conical light-transmitting concrete member. By the same principle, other geometrically regular three-dimensional type light-transmitting concrete members can be poured.
the construction method of the light-transmitting concrete member can be used for pouring the light-transmitting concrete member with regular geometry and three-dimensional type. Specifically, the fixed die selects a special-shaped curved surface type fixed die, and the combined die selects a special-shaped curved surface type combined die matched with the fixed die, so that the combined die and the fixed die are relatively spaced at a set distance to form a special-shaped pouring space. In this embodiment, the special-shaped curved surface and the geometrically regular three-dimensional shape form a parallel concept, and except for the regular and symmetrical regular three-dimensional components, other irregular and asymmetrical shapes of components belong to the special-shaped curved surface components described in this embodiment. Other irregular and asymmetric special-shaped curved surface type components can be flexibly designed according to actual needs, and the embodiment is not an example.
the construction method for casting the light-transmitting concrete member in situ provided by the embodiment of the invention has the following advantages that concrete is cast and optical fibers are arranged layer by layer alternately by adopting the layered combined die:
Firstly, because the concrete is poured layer by layer and the optical fibers are arranged, a large concrete member can be manufactured by the construction method; secondly, because the concrete is poured layer by layer and the optical fibers are arranged, the large-scale load-bearing structural wall can be manufactured by the construction method; setting the concrete poured at a time and the optical fibers arranged according to a pre-designed drawing, so that the bonding seams between adjacent blocks are correspondingly butted, and the optical performance of the light-transmitting concrete cannot be damaged; fourthly, the construction method is convenient to transport and install.
another object of an embodiment of the present invention is to provide a light-transmitting concrete member based on the above construction method, wherein the light-transmitting concrete member is a member formed by sequentially and alternately constructing concrete and optical fibers along a vertical direction.
The light-transmitting concrete member is in a plate shape, a geometrically regular three-dimensional shape or a specially-shaped curved surface shape. Wherein the plate type is a regular plate type or an irregular plate type; the geometric regular solid type is a disc type, a cylinder type or a cone type.
compared with the prior art, the light-transmitting concrete member provided by the embodiment of the invention has the beneficial effects that the construction method for casting the light-transmitting concrete member in situ provided by the invention has the beneficial effects that the construction method is compared with the prior art, and the description is omitted.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (10)

1. A construction method for casting a light-transmitting concrete member in situ is characterized by comprising the following steps:
arranging a fixed mould;
arranging a layered combined die and enabling the combined die and the fixed die to be opposite at a set distance to form a pouring space;
and alternately pouring concrete and arranging optical fibers in the pouring space from bottom to top in sequence.
2. The method of constructing a light-transmitting concrete member for cast-in-place according to claim 1, wherein: arranging the layered combined dies and enabling the combined dies and the fixed die to be opposite at a set distance to form a pouring space; alternately pouring concrete and arranging optical fibers in the pouring space from bottom to top in sequence; the method comprises the following steps:
Arranging a first layer of combined dies and enabling the first layer of combined dies and the fixed die to be oppositely spaced for a set distance to form a first layer of pouring space;
and alternately pouring concrete and arranging optical fibers in the first layer of pouring space from bottom to top in sequence.
3. the method of constructing a light-transmitting concrete member for cast-in-place according to claim 2, wherein: arranging the layered combined dies and enabling the combined dies and the fixed die to be opposite at a set distance to form a pouring space; alternately pouring concrete and arranging optical fibers in the pouring space from bottom to top in sequence; further comprising:
arranging a second layer of combined dies on the first layer of combined dies and enabling the second layer of combined dies and the fixed dies to be opposite at a set distance to form a second layer of pouring space;
alternately pouring concrete and arranging optical fibers in the second layer of pouring space from bottom to top in sequence;
And so on.
4. the method of constructing a light-transmitting concrete member for cast-in-place according to claim 1, wherein: said arranging a fixed die; arranging a layered combined die and enabling the combined die and the fixed die to be opposite at a set distance to form a pouring space; the method comprises the following steps:
Arranging a plate-type fixed die;
and arranging a layered combined die matched with the fixed die and enabling the combined die to be opposite to the fixed die at a set distance to form a pouring space.
5. The method of constructing a light-transmitting concrete member for cast-in-place according to claim 1, wherein: said arranging a fixed die; arranging a layered combined die and enabling the combined die and the fixed die to be opposite at a set distance to form a pouring space; the method comprises the following steps:
arranging a geometrically regular solid fixed mould;
And arranging a layered combined die matched with the fixed die and enabling the combined die to be opposite to the fixed die at a set distance to form a pouring space.
6. the method of constructing a light-transmitting concrete member for cast-in-place according to claim 5, wherein: the geometrically regular solid stent comprises:
a cylindrical, conical or disk-type fixed die is arranged.
7. The method of constructing a light-transmitting concrete member for cast-in-place according to claim 1, wherein: said arranging a fixed die; arranging a layered combined die and enabling the combined die and the fixed die to be opposite at a set distance to form a pouring space; the method comprises the following steps:
Arranging a special-shaped curved surface type fixed die;
And arranging a layered combined die matched with the fixed die and enabling the combined die to be opposite to the fixed die at a set distance to form a pouring space.
8. A light-transmitting concrete member based on the construction method according to any one of claims 1 to 7, wherein the light-transmitting concrete member is a member in which concrete and optical fibers are sequentially and alternately constructed in a vertical direction.
9. A light-transmitting concrete member according to claim 8, characterized in that: the light-transmitting concrete member is in a plate shape, a solid shape with regular geometry or a special-shaped curved surface shape.
10. a light-transmitting concrete member according to claim 9, characterized in that: the plate type is a regular plate type or an irregular plate type;
the geometric regular solid type is a disc type, a cylinder type or a cone type.
CN201910850260.0A 2019-09-09 2019-09-09 Construction method for pouring light-transmitting concrete member in site and light-transmitting concrete member Active CN110541569B (en)

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Citations (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5447752A (en) * 1993-01-08 1995-09-05 Cobb; Clyde T. Method for making a decorative cementitous pattern on a surface
GB0222979D0 (en) * 2002-10-04 2002-11-13 Rsl Bristol Ltd Templates
US20040200172A1 (en) * 2003-04-14 2004-10-14 Beck John R. Building construction systems and methods
CN201040925Y (en) * 2007-05-23 2008-03-26 吴德忠 Building plane combined type mold
CN101234510A (en) * 2007-02-01 2008-08-06 润弘精密工程事业股份有限公司 Translucent concrete producing module group and quick production process thereof
TW200835664A (en) * 2007-02-16 2008-09-01 Ruentex Eng & Constr Co Ltd A production module for fast forming a light-transmissible concrete and the method for the same
CN101288966A (en) * 2007-04-19 2008-10-22 张存涛 Method for producing concrete hollow building block (brick) using lifting mould core
CN101342751A (en) * 2004-07-28 2009-01-14 邱则有 Mould for molding concrete filled hollow thin wall component
DE10353277A1 (en) * 2002-11-18 2009-05-07 Sistemas Industrializados Barcons S.L., Puerto de Santa Maria Improvements to systems for building structures in reinforced concrete or other material using high-precision, integral, modular formwork
CN101858143A (en) * 2010-07-09 2010-10-13 徐学文 Mold pipe building construction technology
CN102022000A (en) * 2010-11-30 2011-04-20 河海大学 Layered casting device for concrete and construction method
CN102166779A (en) * 2011-01-19 2011-08-31 北京工业大学 Method for preparing cement-based light transparent material by applying optical fiber parallel arrangement process
CN102505779A (en) * 2011-11-10 2012-06-20 沈汉杰 Block type wall system assembled by hoisting and construction method thereof
CN102776979A (en) * 2011-05-12 2012-11-14 陈云波 Seismic wallboard composed of steel frame steel bar welded orthogonal space truss and concrete
CN103359985A (en) * 2012-03-29 2013-10-23 天津港保税区航保商品砼供应有限公司 Preparation technology of light guide concrete
CN103397658A (en) * 2013-08-13 2013-11-20 宁波建工股份有限公司 Single-side support-formwork system backing on brick mixing retaining wall and construction method
PL216128B1 (en) * 2010-01-12 2014-02-28 Marzena Kurpinska Method for producing light conductive concrete elements, and mould for producing light conductive concrete elements
CN104827565A (en) * 2015-05-15 2015-08-12 中建商品混凝土有限公司 Light-penetrating concrete preparation process based on optical fibers wrapped with mortar
WO2016051928A1 (en) * 2014-10-04 2016-04-07 富山県 Imprint template and method for manufacturing same
CN105818252A (en) * 2016-03-24 2016-08-03 中国十七冶集团有限公司 Prefabricated light transmitting concrete plate production mold and manufacturing method thereof
CN105974727A (en) * 2016-06-28 2016-09-28 广州固恒建材有限公司 Light transmission concrete display screen and manufacturing method thereof
CN205668318U (en) * 2016-06-07 2016-11-02 沈阳鑫源铁路器材配件有限公司 A kind of non-burning brick forming die sleeve of combination type
CN205818107U (en) * 2016-06-17 2016-12-21 中建西部建设西南有限公司 A kind of quick process units of non-light tight concrete modularity
CN106948595A (en) * 2017-03-31 2017-07-14 中国冶集团有限公司 Secondary structure gang form
CN109382908A (en) * 2018-11-30 2019-02-26 湖南恒盛瑞通新型建材有限公司 The production method and its production mould of non-light tight concrete

Patent Citations (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5447752A (en) * 1993-01-08 1995-09-05 Cobb; Clyde T. Method for making a decorative cementitous pattern on a surface
GB0222979D0 (en) * 2002-10-04 2002-11-13 Rsl Bristol Ltd Templates
DE10353277A1 (en) * 2002-11-18 2009-05-07 Sistemas Industrializados Barcons S.L., Puerto de Santa Maria Improvements to systems for building structures in reinforced concrete or other material using high-precision, integral, modular formwork
US20040200172A1 (en) * 2003-04-14 2004-10-14 Beck John R. Building construction systems and methods
CN101342751A (en) * 2004-07-28 2009-01-14 邱则有 Mould for molding concrete filled hollow thin wall component
CN101234510A (en) * 2007-02-01 2008-08-06 润弘精密工程事业股份有限公司 Translucent concrete producing module group and quick production process thereof
TW200835664A (en) * 2007-02-16 2008-09-01 Ruentex Eng & Constr Co Ltd A production module for fast forming a light-transmissible concrete and the method for the same
CN101288966A (en) * 2007-04-19 2008-10-22 张存涛 Method for producing concrete hollow building block (brick) using lifting mould core
CN201040925Y (en) * 2007-05-23 2008-03-26 吴德忠 Building plane combined type mold
PL216128B1 (en) * 2010-01-12 2014-02-28 Marzena Kurpinska Method for producing light conductive concrete elements, and mould for producing light conductive concrete elements
CN101858143A (en) * 2010-07-09 2010-10-13 徐学文 Mold pipe building construction technology
CN102022000A (en) * 2010-11-30 2011-04-20 河海大学 Layered casting device for concrete and construction method
CN102166779A (en) * 2011-01-19 2011-08-31 北京工业大学 Method for preparing cement-based light transparent material by applying optical fiber parallel arrangement process
CN102776979A (en) * 2011-05-12 2012-11-14 陈云波 Seismic wallboard composed of steel frame steel bar welded orthogonal space truss and concrete
CN102505779A (en) * 2011-11-10 2012-06-20 沈汉杰 Block type wall system assembled by hoisting and construction method thereof
CN103359985A (en) * 2012-03-29 2013-10-23 天津港保税区航保商品砼供应有限公司 Preparation technology of light guide concrete
CN103397658A (en) * 2013-08-13 2013-11-20 宁波建工股份有限公司 Single-side support-formwork system backing on brick mixing retaining wall and construction method
WO2016051928A1 (en) * 2014-10-04 2016-04-07 富山県 Imprint template and method for manufacturing same
CN104827565A (en) * 2015-05-15 2015-08-12 中建商品混凝土有限公司 Light-penetrating concrete preparation process based on optical fibers wrapped with mortar
CN105818252A (en) * 2016-03-24 2016-08-03 中国十七冶集团有限公司 Prefabricated light transmitting concrete plate production mold and manufacturing method thereof
CN205668318U (en) * 2016-06-07 2016-11-02 沈阳鑫源铁路器材配件有限公司 A kind of non-burning brick forming die sleeve of combination type
CN205818107U (en) * 2016-06-17 2016-12-21 中建西部建设西南有限公司 A kind of quick process units of non-light tight concrete modularity
CN105974727A (en) * 2016-06-28 2016-09-28 广州固恒建材有限公司 Light transmission concrete display screen and manufacturing method thereof
CN106948595A (en) * 2017-03-31 2017-07-14 中国冶集团有限公司 Secondary structure gang form
CN109382908A (en) * 2018-11-30 2019-02-26 湖南恒盛瑞通新型建材有限公司 The production method and its production mould of non-light tight concrete

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