CN211850319U - Laminated plate - Google Patents

Laminated plate Download PDF

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Publication number
CN211850319U
CN211850319U CN201921026260.0U CN201921026260U CN211850319U CN 211850319 U CN211850319 U CN 211850319U CN 201921026260 U CN201921026260 U CN 201921026260U CN 211850319 U CN211850319 U CN 211850319U
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Prior art keywords
concrete
slab
truss
curing
laminated
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CN201921026260.0U
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李涛
钱建铭
李连顺
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Liaoning Yuzhi New Building Material Co ltd
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Liaoning Yuzhi New Building Material Co ltd
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Abstract

The embodiment provides a composite slab, which comprises a concrete slab body which is formed by pouring concrete and obtained by curing in a factory environment, and further comprises a steel bar component and a truss which are poured in the concrete slab body, wherein the steel bar component is a cage-shaped component which is bundled by steel bars and binding materials in a manual or automatic mode and is immersed in the concrete slab body; the upper surface is a rough surface obtained by napping treatment; the concrete plate body is provided with a wire box, a wire pipe and/or a hole. Because the laminated slab is finished in a concrete member prefabricating factory and the environment is controllable, the laminated slab can be manufactured with guaranteed quality and quantity, and can be timely sent to a building site for installation after being finished without site construction, so that the construction efficiency is improved.

Description

Laminated plate
Technical Field
The application relates to the technical field of buildings, in particular to a laminated slab.
Background
At present, for permanent or semi-permanent buildings, the adoption of building materials such as reinforced concrete is the mainstream, namely, a foundation is built on a building site, reinforcing steel bars are tied on the foundation, a formwork is erected, then concrete is poured to form a frame, a floor slab, a stair, a wall body and the like of the building, and finally the building construction of the building is finished through finishing by plastering and the like.
However, the construction of buildings in the open air is generally performed, and particularly, the floor slab, which is a main component, requires operations such as formwork supporting, pouring, and maintenance while completing the frame construction, wherein a large amount of labor is required for formwork supporting, and the pouring of the floor slab can be completed by supporting equipment such as a cement truck and a pump truck, which is time-consuming and labor-consuming in the whole construction process, and has low construction efficiency.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model provides a superimposed sheet for improve the efficiency of construction.
In order to solve the problems, the invention discloses a composite slab, which comprises a concrete slab body formed by pouring concrete and obtained by curing in a factory environment, and further comprises a steel bar member and a truss which are poured in the concrete slab body, wherein:
the reinforcing steel bar member is a cage-shaped part bundled by reinforcing steel bars and binding materials in a manual or automatic mode and is immersed in the concrete slab body;
the truss is arranged at the upper part of the steel bar component, after the concrete plate body is poured, one part of the truss is immersed into the concrete plate body, and the other part of the truss is exposed out of the upper surface of the concrete plate body;
the upper surface is a rough surface obtained through napping treatment;
and the concrete plate body is provided with a wire box, a wire pipe and/or a hole.
Optionally, the thickness of the concrete slab is 60 mm.
Optionally, the curing includes pre-curing, wet steam curing and natural curing.
Optionally, the maintaining time of the pre-maintaining is 1-2 hours, and the maintaining temperature is lower than 40 ℃.
Optionally, the curing temperature is 30-35 ℃.
Optionally, the curing time of the wet steam curing is 6-8 hours, and the curing temperature is 60 ℃.
Optionally, the surface of the laminated slab is coated with a two-dimensional code, and the two-dimensional code comprises part or all of project name information, construction part information, design drawing information, quality inspector information and a generation date.
According to the above technical scheme, the utility model provides a superimposed sheet, include the concrete plate body that utilizes the concrete placement shaping and obtain through the maintenance under the mill's environment, still including pouring reinforcing bar component and the truss in concrete plate body. The reinforcing steel bar member is a cage-shaped part bundled by reinforcing steel bars and binding materials in a manual or automatic mode and is immersed in the concrete slab body; the truss is arranged at the upper part of the steel bar member, one part of the truss is immersed in the concrete slab body after the concrete slab body is poured, and the other part of the truss is exposed out of the upper surface of the concrete slab body; the upper surface is a rough surface obtained by napping treatment; the concrete plate body is provided with a wire box, a wire pipe and/or a hole. Because the laminated slabs forming the building main body are manufactured in a factory environment, the laminated slabs only need to be transported to a construction site of the building for hoisting during construction, and cast-in-place is not needed, so that the construction efficiency is improved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a top view of a composite slab according to an embodiment of the present disclosure;
FIG. 2 is a front view of a composite slab according to an embodiment of the present application;
FIG. 3 is a side view of a composite slab of an embodiment of the present application;
fig. 4 is a flowchart of a method for manufacturing a laminated plate according to an embodiment of the present disclosure;
fig. 5 is a flowchart of another method for manufacturing a laminated plate according to an embodiment of the present application.
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. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Fig. 1 is a plan view of a laminated plate according to an embodiment of the present application.
Referring to fig. 1, the composite slab disclosed in this embodiment includes a concrete slab body 10 in which reinforcing members 20 and truss structures 30 partially cast therein are cast.
The cage-shaped component in which the reinforcing steel bar members are bound together by binding materials manually or automatically may be a frame structure, as shown in fig. 2 and 3.
The truss is directly located on the upper part of the steel bar component or is bound or welded on the upper part of the steel bar component through binding materials, and the truss is also formed by utilizing steel bars and binding the steel bars through the binding materials in a manual or automatic mode.
After the arrangement of the steel bar members and the trusses is finished, concrete is poured on the steel bar members and the trusses located on the die table, the steel bar members are completely poured in the concrete, the trusses are partially located inside the concrete, and the other parts of the trusses are exposed out of the upper surfaces of the concrete slabs. The thickness of the concrete slab is preferably 60 mm.
The upper surface of the concrete slab body is a roughened surface which is subjected to roughening treatment, so that the bonding force is increased when concrete is poured on the concrete slab body. In addition, the concrete slab body is also provided with components such as wire boxes, wire pipes, holes and the like, and the components are used for laying switches, lines, pipelines and the like after the building is built.
After the concrete plate body is poured, pre-curing, wet steam curing and natural curing are needed, so that a finished laminated slab is finally obtained.
The curing time of the pre-curing is 1-2 hours, the curing temperature is not more than 40 ℃, and preferably between 30-35 ℃; the wet steam curing refers to curing the poured semi-finished product in a wet and hot steam environment, wherein the curing time is 6-8 hours, and the curing temperature is not higher than 60 ℃; the natural curing means that the semi-finished product subjected to the pre-curing and the wet steam curing is placed in a storage yard for natural drying, so that a finished product of the laminated slab is obtained. The manufacturing process of the components is completed in a concrete member prefabricating factory.
According to the technical scheme, the composite slab comprises a concrete slab body which is formed by pouring concrete and obtained through maintenance in a factory environment, and further comprises a steel bar member and a truss which are poured in the concrete slab body. The reinforcing steel bar member is a cage-shaped part bundled by reinforcing steel bars and binding materials in a manual or automatic mode and is immersed in the concrete slab body; the truss is arranged at the upper part of the steel bar member, one part of the truss is immersed in the concrete slab body after the concrete slab body is poured, and the other part of the truss is exposed out of the upper surface of the concrete slab body; the upper surface is a rough surface obtained by napping treatment; the concrete plate body is provided with a wire box, a wire pipe and/or a hole. Because the laminated slabs forming the building main body are manufactured in a factory environment, the laminated slabs only need to be transported to a construction site of the building for hoisting during construction, and cast-in-place is not needed, so that the construction efficiency is improved.
In addition, the surface of the laminated slab is also sprayed with a corresponding two-dimensional code, and the two-dimensional code can comprise information such as project name information, construction part information, design drawing information, quality inspector information, production date and the like, and can also comprise only one part of the information.
The process of manufacturing the laminated plate of the present embodiment is as follows, and specifically, as shown in fig. 4.
Fig. 4 is a flowchart of a method for manufacturing a laminated plate according to an embodiment of the present application.
Referring to fig. 4, the method for manufacturing a laminated slab provided in this embodiment is applied to a factory building or an open space of a concrete member prefabricating factory, and is used for manufacturing the laminated slab at a corresponding fixed place, and the specific manufacturing method includes the following steps:
and S1, preparing a die table for bearing the laminated plate.
The mold table is constructed of a large steel material horizontally placed on the operation equipment installed in the manufacturing site, and can provide a horizontal plane having a large area so as to pre-place a formwork, a reinforcing bar, concrete, etc. thereon, and can be vertically or horizontally transferred on the operation equipment, and can be lifted or lowered on the operation equipment.
The step of preparing the mould table comprises the step of cleaning the mould table transferred to a preset position, namely cleaning residual concrete blocks cast last time and further cleaning dust; and then, spraying the cleaned mould platform, namely spraying a layer of release agent on the upper surface of the mould platform through spraying equipment, so that the finished outer wall body is easy to separate from the mould platform and is also used for ensuring the surface smoothness of the concrete member.
And S2, pre-arranging side formworks, steel bars and trusses on the formwork table.
After the preparation of the die table is completed, according to the design drawing of the laminated slab, the side die plate is arranged according to the position and the size specified by the design drawing, and reinforcing steel bars are bound at the corresponding positions in the side die plate to form the cage-shaped reinforcing steel bar component. After the reinforcement member is bound, a truss fabricated in advance is installed on the upper portion of the reinforcement member. The truss is formed by binding reinforcing steel bars with different specifications in advance.
After the supporting of the side formwork and the binding of the reinforcing steel bars are finished and the truss is installed, the wire box and the wire pipe are arranged according to the positions specified by the design drawing, and a corresponding hole die can be arranged so as to form a corresponding hole after the concrete pouring is finished.
The wire box and the wire tube are used for laying switch equipment and electric wires after the laminated plate is installed, and water tubes or air tubes can also be laid through the corresponding wire tubes.
And S3, pouring the concrete by using the pre-stirred concrete.
According to the thickness, the geometric dimension, the required concrete quantity, the slump and other parameters specified by a design drawing, the distributing machine is used for automatically and manually distributing the pre-stirred concrete in a space in a supported side template on a formwork table, and during distributing, the traveling speed of a hopper of the distributing machine can be adjusted according to the distributing thickness so as to complete distributing once, so that the production efficiency is improved. The composite slab is different from the traditional hollow floor slab, has larger area and complex shape, and can meet the requirements of the shape and the area of a certain specific area of a building, such as a living room, a toilet, a kitchen and the like.
The concrete on the mould platform is tamped after the distribution is finished, so that the structure of the concrete is compact, a semi-finished product of the laminated plate with the thickness of 60 millimeters is formed, the thickness can be adjusted according to actual needs or the change of design drawings, and part of the truss leaks out of the upper surface of the semi-finished product of the laminated plate after the pouring is finished.
And S4, pre-curing the semi-finished laminated plate.
The specific curing time of the pre-curing is 1-2 hours, the curing temperature is not higher than 40 ℃, and the temperature is preferably controlled at 30-35 ℃.
And S5, performing galling treatment on the upper surface of the semi-finished laminated board.
After the semi-finished product of the laminated plate is pre-cured, the upper surface of the semi-finished product, namely the surface of the leaked truss, is subjected to roughening treatment, specifically, the upper surface of the semi-finished product is roughened and uneven by using a roughening machine, so that the bonding effect can be improved when concrete is poured on the upper surface of the semi-finished product in the field construction process.
And S6, performing wet steam curing on the semi-finished laminated board.
And after finishing napping treatment, performing wet steam curing on the laminated plate semi-finished product by using a wet steam environment, specifically, putting the laminated plate semi-finished product into a wet and hot steam coating environment for curing. The curing time is 6-8 hours, the curing temperature is not higher than 60 ℃, and the curing temperature can also be controlled at 60 ℃.
And S7, naturally curing the semi-finished laminated plate.
The actual process is that the semi-finished product of the laminated plate after the curing is sent to a finished product storage yard for natural curing, wherein the natural curing refers to that the semi-finished product of the laminated plate is naturally hardened and dried under the conditions of shading and keeping the corresponding humidity, so that the finished product of the laminated plate is finally formed.
According to the technical scheme, the manufacturing method of the laminated slab is applied to a concrete member prefabricating factory, and particularly comprises the steps of preparing a mould platform; presetting a side template, a steel bar and a truss on a mould table according to a specified size, and presetting part or all of a wire box and a wire pipe; pouring and tamping concrete which is stirred in advance to form a semi-finished product of the superposed slab with a preset thickness, wherein the part of the truss is higher than the upper surface of the semi-finished product of the superposed slab; pre-curing the semi-finished product of the laminated plate; roughening the upper surface; steam curing the semi-finished product of the laminated plate after napping treatment; and naturally curing the semi-finished product of the steam cured laminated slab to finally form a complete laminated slab finished product. Because the laminated slab is finished in a concrete member prefabricating factory and the environment is controllable, the laminated slab can be manufactured with guaranteed quality and quantity, and can be timely sent to a building site for installation after being finished without site construction, so that the construction efficiency is improved.
In addition, the present application further includes the following steps, as shown in fig. 5:
and S8, spraying the two-dimensional code on the surface of the laminated plate finished product.
The method comprises the steps of cleaning a laminated slab finished product which is about to finish natural maintenance, and spraying a two-dimensional code on a preset position of the cleaned laminated slab finished product by using code spraying equipment, wherein the two-dimensional code can comprise information such as engineering name information, construction part information, design drawing information, quality inspector information and production date, and can only comprise one part of the information.
While preferred embodiments of the present invention have been described, additional variations and modifications of these embodiments may occur to those skilled in the art once they learn of the basic inventive concepts. Therefore, it is intended that the appended claims be interpreted as including preferred embodiments and all such alterations and modifications as fall within the scope of the embodiments of the invention.
Finally, it should also be noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or terminal that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or terminal. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other like elements in a process, method, article, or terminal that comprises the element.
The technical solutions provided by the present invention are described in detail above, and the principle and the implementation of the present invention are explained in this document by applying specific examples, and the descriptions of the above examples are only used to help understanding the method and the core idea of the present invention; meanwhile, for a person skilled in the art, according to the idea of the present invention, there may be variations in the specific embodiments and the application scope, and in summary, the content of the present specification should not be construed as a limitation to the present invention.

Claims (2)

1. A composite slab, comprising a concrete slab body formed by casting concrete and cured in a factory environment, and a reinforcing member and a truss cast in the concrete slab body, wherein:
the reinforcing steel bar component is a cage-shaped part and is immersed in the concrete slab body;
the truss is arranged at the upper part of the reinforced steel bar member, one part of the truss is immersed into the concrete slab body, and the other part of the truss is exposed out of the upper surface of the concrete slab body;
the upper surface is a rough surface;
and the concrete plate body is provided with a wire box, a wire pipe and/or a hole.
2. A composite slab as claimed in claim 1, wherein said concrete slab has a thickness of 60 mm.
CN201921026260.0U 2019-07-03 2019-07-03 Laminated plate Active CN211850319U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113043419A (en) * 2021-02-23 2021-06-29 中建科技集团有限公司 Production device and production method of laminated slab with grooves and ribs not formed on periphery

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113043419A (en) * 2021-02-23 2021-06-29 中建科技集团有限公司 Production device and production method of laminated slab with grooves and ribs not formed on periphery

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