CN201713970U - Structural system with light multi-ribbed plates and light multi-ribbed floor systems - Google Patents
Structural system with light multi-ribbed plates and light multi-ribbed floor systems Download PDFInfo
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- CN201713970U CN201713970U CN2010202671811U CN201020267181U CN201713970U CN 201713970 U CN201713970 U CN 201713970U CN 2010202671811 U CN2010202671811 U CN 2010202671811U CN 201020267181 U CN201020267181 U CN 201020267181U CN 201713970 U CN201713970 U CN 201713970U
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- ribbed
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- structural system
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Abstract
The utility model discloses a structural system with light multi-ribbed plates and light multi-ribbed floor systems, which comprises main ribs and auxiliary ribs, wherein the main ribs and auxiliary ribs intersect vertically; a panel is arranged at the upper parts of the main ribs and the auxiliary ribs; space formed between the main ribs and the auxiliary ribs is filled with filling blocks made of light material; the main ribs are arranged under the panel vertically; and the auxiliary ribs are arranged inside the filling blocks. The structural system with the light multi-ribbed plates and the light multi-ribbed floor systems replaces the traditional multi-ribbed floor slabs (or traditional multi-ribbed floor systems); traditional steel moulding plates, wooden moulding plates, mould cases made of various materials for forming the multi-ribbed floor slabs (or the floor systems) and the like are replaced by the adopted filling blocks and prefabricated trusses; concrete with the same volume of the filling blocks and the prefabricated trusses is displaced; therefore, the dead weight is reduced greatly, the manufacturing cost is lowered greatly, the work amount and the labor intensity are reduced, and the construction procedures and the labor intensity are reduced.
Description
Technical field
The utility model relates to a kind of ribbed slab floor (or superstructure), particularly a kind of lightweight multi-ribbed plate and lightweight close rib building roof structural system.
Background technology
In building trade, traditional ribbed slab floor or close rib building roof will use the formwork of wooden form or steel form or various materials in a large number in the job practices of building at the scene, also need form removal after building.Have that the template amount is big, formwork and form removal complex process, template cost height, long construction period, insulation and defening effect be poor, the effort of taking a lot of work.There are a lot of industry peers to improve in recent years at above-mentioned conventional construction method, various types of template patents have been applied for, but do not provide a kind of and can replace equal volume concrete in the floor, need not build wooden form or steel form in the construction, have the floor slab structure of fine sound-insulating and heat-insulating function.
The utility model content
The purpose of this utility model is to overcome the defective of prior art, provides a kind of and can replace equal volume concrete in the floor, lightweight multi-ribbed plate and the lightweight close rib building roof structural system that need not build wooden form or steel form in the construction.
The purpose of this utility model is to be achieved through the following technical solutions:
A kind of lightweight multi-ribbed plate and lightweight close rib building roof structural system, it is characterized in that: comprise the main rib and time rib that intersect vertically, be provided with panel at main rib and time rib top, primary and secondary rib and panel surround and form the hollow formwork, are filled with the light material filling block in the space that forms between the primary and secondary rib.
Preferably, described main rib is several prefabricated truss concrete casting building structures, vertically extends in the panel below.
Preferably, described filling block is established the light material body of cavity in being, is used for alleviating the concrete of floor deadweight and displacement equal volume.
Preferably, described time rib is and the mutual superimposed steel concrete pouring structure of main rib, is arranged in the groove between the filling block.
Owing to adopted technique scheme, the utlity model has following beneficial effect:
1), replaced traditional steel form or wooden form, replaced the concrete of equal volume in the floor, significantly reduced the material use amount, reduced cost and cost of production;
2), reduced the quantity of scaffold in the work progress, and can in work progress, need not purchase wooden form or steel form, reduced engineering quantity, reduced deadweight and labour intensity;
3), filling block and prefabricated truss itself can be used as in a part of implant infrastructure body of structure, need not to dismantle again, reduced construction costs, the form work engineering amount is little, construction period is shorter, has significantly reduced operation and labour intensity.
4), adopt the prefabricated module bodies of light material to use in floor, improve sound insulation, insulation, the heat insulating function of floor greatly, improved the building comfortableness, reduced that the interlayer heat transmits and waste, saved the energy.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
The specific embodiment
According to embodiment and accompanying drawing the utility model is described in further detail below.
As shown in Figure 1, a kind of lightweight multi-ribbed plate and lightweight close rib building roof structural system, comprise the main rib 2 and time rib 3 that intersect vertically, be provided with panel 1 at main rib 2 and time rib 3 tops, main rib 2 is several prefabricated truss concrete casting building structures, vertically extend in panel 1 below, inferior rib 3 is and main rib 2 mutual superimposed steel concrete pouring structures, is arranged in the groove between the filling block 4.Primary and secondary rib and panel surround and form the hollow formwork, are filled with light material filling block 4 in the space that forms between the primary and secondary rib, and filling block 4 is established the light material body of cavity in being, are used for alleviating the concrete of floor deadweight and displacement equal volume.
In work progress, to couple together by filling block and prefabricated truss and be placed on the support, casting concrete, the utility model has replaced traditional ribbed slab floor (or close rib building roof), the formwork of the various materials that replaced traditional steel form, wooden form, formation ribbed slab floor (or superstructure) by the filling block that uses and prefabricated truss etc., replaced in the floor and the concrete of filling block and prefabricated truss equal volume, greatly reduced cost of production; Reduce the quantity of scaffold in the work progress, and can in work progress, need not purchase wooden form or steel form, reduced engineering quantity and labour intensity; Itself can be used as in a part of implant infrastructure body of structure, need not to dismantle again, reduced construction costs, the form work engineering amount is little, and construction period is shorter, has significantly reduced operation and labour intensity; Adopt the prefabricated module bodies of light material to use in floor, improve sound insulation, insulation, the heat insulating function of floor greatly, improved the building comfortableness, reduced the interlayer heat and transmitted and waste, saved the energy.
Obviously, the foregoing description of the present utility model only is for the utility model example clearly is described, and is not to be qualification to embodiment of the present utility model.For those of ordinary skill in the field, can also make other multi-form variation and changes on the basis of the above description.Here can't give exhaustive to all embodiments.Everyly belong to the row that conspicuous variation that the technical solution of the utility model amplifies out or change still are in protection domain of the present utility model.
Claims (4)
1. lightweight multi-ribbed plate and lightweight close rib building roof structural system, it is characterized in that: comprise the main rib and time rib that intersect vertically, be provided with panel at main rib and time rib top, primary and secondary rib and panel surround and form the hollow formwork, are filled with the light material filling block in the space that forms between the primary and secondary rib.
2. structural system according to claim 1 is characterized in that: described main rib is several prefabricated truss concrete casting building structures, vertically extends in the panel below.
3. structural system according to claim 1 and 2 is characterized in that: described filling block is established the light material body of cavity in being, is used for alleviating the concrete of floor deadweight and displacement equal volume.
4. structural system according to claim 3 is characterized in that: described time rib is and the mutual superimposed steel concrete pouring structure of main rib, is arranged in the groove between the filling block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202671811U CN201713970U (en) | 2010-07-21 | 2010-07-21 | Structural system with light multi-ribbed plates and light multi-ribbed floor systems |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202671811U CN201713970U (en) | 2010-07-21 | 2010-07-21 | Structural system with light multi-ribbed plates and light multi-ribbed floor systems |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201713970U true CN201713970U (en) | 2011-01-19 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202671811U Expired - Lifetime CN201713970U (en) | 2010-07-21 | 2010-07-21 | Structural system with light multi-ribbed plates and light multi-ribbed floor systems |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201713970U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102409848A (en) * | 2011-08-11 | 2012-04-11 | 李林 | Construction molding methods for light-weight ribbed floorslab and light-weight ribbed floor |
| CN104100029A (en) * | 2014-07-07 | 2014-10-15 | 张跃 | Floor |
| CN105881730A (en) * | 2016-06-08 | 2016-08-24 | 湖南科技大学 | FRP grid concrete composition board and manufacturing method thereof |
| CN107190895A (en) * | 2017-05-31 | 2017-09-22 | 施晓微 | A kind of compound precast floor slab and preparation method thereof |
| CN112064851A (en) * | 2020-08-04 | 2020-12-11 | 杨正新 | Novel from overflowing type and repairing formula close rib filling block floor |
-
2010
- 2010-07-21 CN CN2010202671811U patent/CN201713970U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102409848A (en) * | 2011-08-11 | 2012-04-11 | 李林 | Construction molding methods for light-weight ribbed floorslab and light-weight ribbed floor |
| CN104100029A (en) * | 2014-07-07 | 2014-10-15 | 张跃 | Floor |
| CN105881730A (en) * | 2016-06-08 | 2016-08-24 | 湖南科技大学 | FRP grid concrete composition board and manufacturing method thereof |
| CN107190895A (en) * | 2017-05-31 | 2017-09-22 | 施晓微 | A kind of compound precast floor slab and preparation method thereof |
| CN112064851A (en) * | 2020-08-04 | 2020-12-11 | 杨正新 | Novel from overflowing type and repairing formula close rib filling block floor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHAANXI JIANYAN STRUCTURAL ENGINEERING CO., LTD. Free format text: FORMER OWNER: LI LIN Effective date: 20140421 Free format text: FORMER OWNER: GAO ZONGQI Effective date: 20140421 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20140421 Address after: 710082, two floor, hospital design institute, 272 North West Road, Lianhu District, Lianhu District, Shaanxi, Xi'an Patentee after: Shaanxi Construction Research Institute of structural engineering Limited by Share Ltd Address before: 710082 No. 272 West Ring Road, Shaanxi, Xi'an Patentee before: Li Lin Patentee before: Gao Zongqi |
|
| CX01 | Expiry of patent term |
Granted publication date: 20110119 |
|
| CX01 | Expiry of patent term |