CN205444514U - Bearing light insulation intergral template - Google Patents
Bearing light insulation intergral template Download PDFInfo
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- CN205444514U CN205444514U CN201521111877.4U CN201521111877U CN205444514U CN 205444514 U CN205444514 U CN 205444514U CN 201521111877 U CN201521111877 U CN 201521111877U CN 205444514 U CN205444514 U CN 205444514U
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Abstract
The utility model belongs to the technical field of the assembly type structure engineering, in particular to bearing light insulation intergral template. This bearing light insulation intergral template, characterized by: including the framework of steel reinforcement, the framework of steel reinforcement bottom is connected with the reinforcing bar net, and the high -strength concrete has been pour at the interval on the framework of steel reinforcement, has pour foam concrete in the interval between the high -strength concrete. The beneficial effects of the utility model are that: can carry out mill's prefabrication, large -scale production, can mat formation in step when prefabricated floor tile, wall tile, roofing brick put in right place in one step, have realized the fitment integration, alleviate the weight of floor, roof boarding and wallboard, strengthened its bearing capacity and wholeness simultaneously greatly.
Description
(1) technical field
This utility model belongs to assembled architecture field of engineering technology, particularly to a kind of light load-bearing vacuum integrated board.
(2) background technology
In traditional architecture construction technology, floor and the roof boarding technique using on-the-spot formwork to pour more, after build a wall the on-the-spot method built by laying bricks or stones such as body many employings clay brick, air parcel brick.Above-mentioned cast in place process needs field fabrication template, lays reinforcing bar, casting concrete, and employment is many, long in time limit, easily affected by weather, need bigger construction site, a large amount of template steelframe to support, and produces a large amount of building waste simultaneously.After build a wall technique then technology require high, difficulty of construction big, body of wall shock resistance is poor, globality is poor, when caving in, human body relatively greatly, is easily damaged by fragment.
Large-span prestressed floor or prestressed hollow slab, its weight is big, transporting and hoisting is difficult, be not easy to lateral connection, poor seismic behavior.
Color steel sandwich composite board then rigidity is little, need purlin support, easy electric shock, easy acoustic, still need to secondary decoration furred ceiling in insulation, need to bond floor tile.
In current assembled architecture system, grid structure system cost is high, and PC structural system then construction technology is complicated, assembly rate is low.
Existing steel building structural slab (floor, roof boarding, wallboard) technology, have plenty of employing metal pattern expanded metals and metal combines and carries out what concreting completed, some compressing boring of employing steel plate, also solve only the longitudinal stress of floor, does not solve lateral stressed.Owing to using steel plate compacting boring relatively costly, the easiest acoustic, heat insulation effect are bad, still need to secondary furred ceiling finishing；Some employing profiled sheets every layer make middle sandwich, and complex process, steel using amount are big, cost is high.
(3) summary of the invention
This utility model is in order to make up the deficiencies in the prior art, it is provided that a kind of construct simple, cost is low, not by inside even from weather, globality is strong, weight capacity is strong, can realize the light load-bearing vacuum integrated board that finishing is integrated.
This utility model is achieved by the following technical solution:
A kind of light load-bearing vacuum integrated board, is characterized in that: include framework of steel reinforcement, and connecting bottom described framework of steel reinforcement has bar-mat reinforcement, and on framework of steel reinforcement, interval has poured high-strength concrete, has poured foam concrete in the interval between high-strength concrete.
Described foam concrete is arranged over cement mortar.
It is bonded with face brick above described cement mortar.
The beneficial effects of the utility model are: can carry out prefabrication, large-scale production, can synchronize paving ground brick, walltile, Roofing brick, settle at one go time prefabricated, it is achieved that finishing integration；Alleviate the weight of floor, roof boarding and wallboard, greatly strengthen its bearing capacity and globality simultaneously.
(4) accompanying drawing explanation
Below in conjunction with the accompanying drawings this utility model is further described.
Accompanying drawing 1 is axonometric drawing of the present utility model；
Accompanying drawing 2 is the perspective view of accompanying drawing 1；
Accompanying drawing 3 is the 1-1 sectional view of accompanying drawing 1；
Accompanying drawing 4 is I enlarged drawing；
In figure, 1 framework of steel reinforcement, 2 bar-mat reinforcements, 3 high-strength concretes, 4 foam concrete, 5 cement mortar, 6 face bricks.
(5) detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present utility model.This embodiment includes framework of steel reinforcement 1, and connecting bottom framework of steel reinforcement 1 has bar-mat reinforcement 2, and on framework of steel reinforcement 1, interval has poured high-strength concrete 3, has poured foam concrete 4 in the interval between high-strength concrete 3.Foam concrete 4 is arranged over cement mortar 5.Face brick 6 it is bonded with above cement mortar 5.
Using a kind of light load-bearing vacuum integrated board of the present utility model, framework of steel reinforcement 1 is connected into section triangle by steel bar welding, it is possible to do in echelon, rectangle, square etc.；The connection the most triangular in shape of side stirrup；Framework of steel reinforcement 1 is to be matts shape by longitudinal and transverse staggered layout.The bottom of framework of steel reinforcement 1 is connected with bar-mat reinforcement 2, it is ensured that the globality of framework of steel reinforcement 1, further enhancing the bearing capacity of floor light material concrete.First pour with high-strength concrete 3 and form trapezoidal reinforced concrete skeleton frame with framework of steel reinforcement 1, between ladder type reinforced concrete skeleton frame, form square, triangular funne shape space.Pouring reinforcement concrete pours light heat insulation material concrete or foam concrete 4 after completing in of short duration initial set space between reinforced concrete skeleton frame so that it is and bar-mat reinforcement 2 and periphery reinforced concrete skeleton frame be integrally forming.After pouring foam concrete 4, can bond face brick 6 on structural slab top.As wall tile during body of wall, as pasting Roofing brick during roof boarding, as building () panel time patch floor tile.During as wallboard, framework of steel reinforcement 1 can do rectangularity, forms rectangle reinforced concrete skeleton frame after cast high-strength concrete 3.
Use a kind of light load-bearing vacuum integrated board of the present utility model, be triangle as framework of steel reinforcement when floor and roof boarding 1, after casting concrete, form trapezoidal reinforced concrete skeleton frame net.During as load-bearing wall panel, framework of steel reinforcement 1 cross section is rectangle, forms rectangular bar of steel reinforced concrete skeleton after cast concrete.Framework of steel reinforcement 1 can be formed by many reinforcement welding, it is possible to replaces for shaped steel.
Using a kind of light load-bearing vacuum integrated board of the present utility model, during as floor, connector reserved by floor.Floor is connected by connector with the junction of beam with floor, floor, and combines with the method for cast-in-place band.
Using a kind of light load-bearing vacuum integrated board of the present utility model, during as roof boarding, connector reserved by floor.Floor is connected by connector with the junction of beam with floor, floor, and combines with the method for cast-in-place band.
Use a kind of light load-bearing vacuum integrated board of the present utility model, reinforced concrete skeleton frame crossed geometry in length and breadth, form armored concrete load-bearing skeleton, beam by different connected modes with four sides, floor, wallboard is combined into one, and enhances globality and the weight capacity of floor (roof boarding, wallboard).
Use a kind of light load-bearing vacuum integrated board of the present utility model, overcome that the difficulty of construction that traditional handicraft and existing assembled technology exist is big, mould loss is big, cost is high, easily by inside even from weather, supporting point dispersion, need the shortcomings such as secondary decoration, not only load-bearing, lightweight, insulation, fire-resistant, and simple in construction, easily factorial praluction, easy for installation, energy-conserving and environment-protective；Achieve reinforced concrete floor, wallboard, roof boarding lighting premised on load-bearing, insulation, alleviate overall structure load, and then reduce the purpose of project construction cost, there is the highest economic worth and social value.
Claims (3)
1. a light load-bearing vacuum integrated board, it is characterized in that: include framework of steel reinforcement (1), described framework of steel reinforcement (1) bottom connects bar-mat reinforcement (2), the upper interval of framework of steel reinforcement (1) has poured high-strength concrete (3), has poured foam concrete (4) in the interval between high-strength concrete (3).
A kind of light load-bearing vacuum integrated board the most according to claim 1, is characterized in that: described foam concrete (4) is arranged over cement mortar (5).
A kind of light load-bearing vacuum integrated board the most according to claim 2, is characterized in that: described cement mortar (5) top is bonded with face brick (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521111877.4U CN205444514U (en) | 2015-12-29 | 2015-12-29 | Bearing light insulation intergral template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521111877.4U CN205444514U (en) | 2015-12-29 | 2015-12-29 | Bearing light insulation intergral template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205444514U true CN205444514U (en) | 2016-08-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521111877.4U Active CN205444514U (en) | 2015-12-29 | 2015-12-29 | Bearing light insulation intergral template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205444514U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105442715A (en) * | 2015-12-29 | 2016-03-30 | 山东远博建筑科技有限公司 | Load-bearing light-weight heat preservation integrated plate |
| CN113454301A (en) * | 2019-02-06 | 2021-09-28 | 乌鲁·乌森库尔·乔波纳利 | Building energy-saving three-dimensional panel, equipment and manufacturing method (option) thereof |
-
2015
- 2015-12-29 CN CN201521111877.4U patent/CN205444514U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105442715A (en) * | 2015-12-29 | 2016-03-30 | 山东远博建筑科技有限公司 | Load-bearing light-weight heat preservation integrated plate |
| CN113454301A (en) * | 2019-02-06 | 2021-09-28 | 乌鲁·乌森库尔·乔波纳利 | Building energy-saving three-dimensional panel, equipment and manufacturing method (option) thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |