CN202265926U - Archy floorslab built by building blocks - Google Patents

Archy floorslab built by building blocks Download PDF

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Publication number
CN202265926U
CN202265926U CN2011202263766U CN201120226376U CN202265926U CN 202265926 U CN202265926 U CN 202265926U CN 2011202263766 U CN2011202263766 U CN 2011202263766U CN 201120226376 U CN201120226376 U CN 201120226376U CN 202265926 U CN202265926 U CN 202265926U
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CN
China
Prior art keywords
arch
building block
block
floorslab
archy
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.)
Expired - Fee Related
Application number
CN2011202263766U
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Chinese (zh)
Inventor
王艺霖
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
YUANYI CONSTRUCTION TECHNOLOGY (SHANGHAI) Co Ltd
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YUANYI CONSTRUCTION TECHNOLOGY (SHANGHAI) Co Ltd
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Publication date
Application filed by YUANYI CONSTRUCTION TECHNOLOGY (SHANGHAI) Co Ltd filed Critical YUANYI CONSTRUCTION TECHNOLOGY (SHANGHAI) Co Ltd
Priority to CN2011202263766U priority Critical patent/CN202265926U/en
Application granted granted Critical
Publication of CN202265926U publication Critical patent/CN202265926U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/24Structural elements or technologies for improving thermal insulation
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B80/00Architectural or constructional elements improving the thermal performance of buildings

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  • Floor Finish (AREA)

Abstract

The utility model discloses an archy floorslab built by building blocks, and belongs to the field of industrial and civil buildings. The archy floorslab comprises a profiled steel plate arch, a building block arch, a leveling layer, a cement mortar layer and a pulled net, wherein the profiled steel plate arch is positioned on the bottommost part, and the building block arch, the leveling layer and the cement mortar layer are arranged above the profiled steel plate arch sequentially; and the pulled net is arranged in the cement mortar layer. The common flat floorslab structure is changed into an archy structure, so that the spanning capacity of the building block material can be realized. When the building block arch is manufactured, the profiled steel plate arch serves as a template; the drawability of the whole structure is improved; and an anti-leaking function is realized. The pulled net has a meshed structure formed by intercrossing steel rod pieces, so that the integrity of the structure can be improved. The archy floorslab has the advantages of low production energy consumption, recycling performance, good heat preservation and insulation effect and the like, and is suitable for various industrial and civil buildings.

Description

Building block arch formula floor
Technical field
The utility model relates to a kind of novel floor slab structure in industry and civilian construction field, particularly a kind of arch formula floor slab structure based on block material.
Background technology
Floor is the vitals in industry and the civilian construction, and common floor mainly is a plate armature at present, comprises cast-in-situ concrete formula floor, precast concrete floor, profiled sheet and steel concrete composite floor, lightweight section bed board etc.But it should be noted that arched floor is obtaining application in addition.For example; Consider the convenience of waterproof and to the expansion of function of use; Patent " the prefabricated cement floor of curved arch " (200520097887.7) occurred, these patent utilization domes make the roof be difficult for ponding, and can plant crops more easily; But it is concrete prefabricated that this structure need be used, and construction is complicated and be difficult for ensuring the quality of products.Patent " with outstanding arched floor and the arch floorslab block method that is built into of concrete block " (89107448) has also proposed a kind of floor of arch; Form by outstanding block of prefabricated concrete block; Can save steel, not need template; But the processing of building block is complicated, and is higher to technological requirement, and seep water easily.
Summary of the invention
The purpose of the utility model is to overcome deficiency of the prior art, provides a kind of building block easy to process, that be not afraid of seepage, energy-conserving and environment-protective to encircle the formula floor.
The structure of the utility model comprises profiled sheet arch, building block arch, leveling layer, cement sand bed, drawknot net.The profiled sheet arch is building block arch, leveling layer and cement sand bed at foot on it successively, and the drawknot net is arranged in the cement sand bed.
Described profiled sheet arch is the domes of being processed by profiled sheet, and external surface can carry out zinc-plated processing to strengthen durability.
Described building block arch by concrete block or the water-proof plaster block arcuation that is spliced, is smeared cementing agent on the interface of each building block.As adopt the open-core type concrete block, then can be in the building block of cavity filler plaster.
Described leveling layer is spliced after processing by concrete block or water-proof plaster block, smears cementing agent on the interface of each building block, is arranged in building block arch top to form the plane.
Described drawknot net is to be crossed as netted structure by steel rod members such as reinforcing bar, channel-section steel or angle steel.
The utility model has utilized arch-type structure, thereby can bring into play the span ability of block material.Profiled sheet arch can the lifting plate effect when making the building block arch, ductility that simultaneously can the agents enhance overall structure, and play the effect of antiseep.The layout of drawknot net can strengthen the globality of structure.The end of profiled sheet arch and drawknot net is all carried out affixed with floor beam on every side.Cement sand bed can be protected the drawknot net, plays moisture-proof role simultaneously.
The utlity model has easy to process, produce power consumption less, can reuse, can be prefabricated, advantage such as good effect of heat insulation, be applicable to multiple industry and civilian construction, technical meaning and social benefit are obvious.
Description of drawings
Accompanying drawing 1 is the generalized section of building block arch formula floor.
Accompanying drawing 2 is the schematic top plan view of building block arch formula floor.
The specific embodiment
Embodiment in the face of the utility model elaborates down: present embodiment provided detailed embodiment and process, but the protection domain of the utility model is not limited to following embodiment being to implement under the prerequisite with technical scheme of the present invention.
At first according to the load situation of floor, shape, building block size, the material of confirming building block arch (2) with reference to the analysis and the method for designing of arch bridge structure.Select thickness, the section configuration of suitable profiled sheet arch (1) then, confirm the concrete material and the size of leveling layer (3) and cement sand bed (4), and material, cross dimensions and the arrangement form of definite drawknot net (5).
Profiled sheet is processed into arch, and the Liang Tishang around the floor is fixed at both ends, carries out the construction of building block arch (2) then in the above, implements the construction of leveling layer (3) afterwards.Place drawknot net (5) on the top of leveling layer (3), its end is also carried out fixedly with beam body around the floor, then at the upper pouring cement sand bed (4) of leveling layer (3), makes drawknot net (5) wherein embedded, is protected.
The integrally-built sectional drawing of floor is as shown in Figure 1, and vertical view is as shown in Figure 2.

Claims (6)

1. the formula floor is encircleed in a building block; It is characterized in that; Structure comprises profiled sheet arch (1), building block arch (2), leveling layer (3), cement sand bed (4), drawknot net (5); Profiled sheet arch (1) is building block arch (2), leveling layer (3) and cement sand bed (4) on it at foot successively, and drawknot net (5) is arranged in the cement sand bed (4).
2. building block arch formula floor as claimed in claim 1 is characterized in that described profiled sheet arch (1) is the domes of being processed by profiled sheet, and external surface can carry out zinc-plated processing to strengthen durability.
3. building block as claimed in claim 1 arch formula floor is characterized in that, described building block arch (2) by concrete block or the water-proof plaster block arcuation that is spliced, is smeared cementing agent on the interface of each building block.
4. like claim 1 or 3 described building block arch formula floors, it is characterized in that, described building block arch (2), if adopt the open-core type concrete block to process, can filler plaster building block in the cavity of each building block.
5. building block arch formula floor as claimed in claim 1 is characterized in that described leveling layer (3) is spliced after processing by concrete block or water-proof plaster block, is arranged in the top of building block arch and forms the plane, smears cementing agent on the interface of each building block.
6. building block as claimed in claim 1 arch formula floor is characterized in that, described drawknot net (5) is to intersect webbed structure by reinforcing bar, channel-section steel or angle steel.
CN2011202263766U 2011-06-29 2011-06-29 Archy floorslab built by building blocks Expired - Fee Related CN202265926U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011202263766U CN202265926U (en) 2011-06-29 2011-06-29 Archy floorslab built by building blocks

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011202263766U CN202265926U (en) 2011-06-29 2011-06-29 Archy floorslab built by building blocks

Publications (1)

Publication Number Publication Date
CN202265926U true CN202265926U (en) 2012-06-06

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011202263766U Expired - Fee Related CN202265926U (en) 2011-06-29 2011-06-29 Archy floorslab built by building blocks

Country Status (1)

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CN (1) CN202265926U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104100031A (en) * 2013-04-02 2014-10-15 山东建筑大学 Gypsum and concrete combination type floor system
CN104328854A (en) * 2013-07-23 2015-02-04 李乔林 Arch crown house building
CN111734032A (en) * 2020-06-23 2020-10-02 湖南城市学院 Beamless floor structure with double-curved arch shell and construction method thereof
CN111734033A (en) * 2020-06-23 2020-10-02 湖南城市学院 Floor system structure with prefabricated double-curved arch shell and construction method thereof
CN112064852A (en) * 2020-06-23 2020-12-11 湖南城市学院 Floor system structure with double-curved arch shell and construction method thereof
CN114525875A (en) * 2022-03-28 2022-05-24 南通理工学院 Arch-plate combined functional assembled floor and forming structure thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104100031A (en) * 2013-04-02 2014-10-15 山东建筑大学 Gypsum and concrete combination type floor system
CN104328854A (en) * 2013-07-23 2015-02-04 李乔林 Arch crown house building
CN111734032A (en) * 2020-06-23 2020-10-02 湖南城市学院 Beamless floor structure with double-curved arch shell and construction method thereof
CN111734033A (en) * 2020-06-23 2020-10-02 湖南城市学院 Floor system structure with prefabricated double-curved arch shell and construction method thereof
CN112064852A (en) * 2020-06-23 2020-12-11 湖南城市学院 Floor system structure with double-curved arch shell and construction method thereof
CN114525875A (en) * 2022-03-28 2022-05-24 南通理工学院 Arch-plate combined functional assembled floor and forming structure thereof

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120606

Termination date: 20120629