CN2665258Y - Floor plates with beam-block composite construction - Google Patents
Floor plates with beam-block composite construction Download PDFInfo
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- CN2665258Y CN2665258Y CN 200320113715 CN200320113715U CN2665258Y CN 2665258 Y CN2665258 Y CN 2665258Y CN 200320113715 CN200320113715 CN 200320113715 CN 200320113715 U CN200320113715 U CN 200320113715U CN 2665258 Y CN2665258 Y CN 2665258Y
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Abstract
Disclosed is a beam block composite floor slab structure, comprising a floor slab which is horizontally fixed side by side by at least one unit beam block composite structure. The unit beam block composite structure is fixedly connected in a mode that precast beams at the two ends hold the precast building blocks through and then a reinforced concrete layer in situ or a concrete layer in situ is cast. With good sound insulating and heat preserving performance, and low cost the utility model is easy and quick to apply in construction and is easy to make with industrialized production.
Description
Technical field
The utility model relates to a kind of floor, i.e. beam piece composite deck slab.
Background technology
At present, two kinds of the floor system of giving floor and cast-in-situ floors, it gives the system floor and cast-in-situ floor is solid slab, not only body weight, cost height, and also its sound insulation, heat-insulating property are poor.
Summary of the invention
Its purpose of the utility model is: a kind of beam piece composite deck slab is provided, and it has sound insulation, good heat insulating, and cost is low.
The purpose of this utility model is achieved in that
A kind of beam piece composite deck slab, comprise: floor, described floor is affixed by at least one unit beam piece combining structure and row of horizontal, and its unit beam piece combining structure is given the system corbel by two ends and worked that to give the system building block together affixed with it by cast-in-situ reinforced concrete layer or Cast-in-place concrete layer.The described system beam that gives is fixed as one by stirrup, vertical muscle, reinforcing bar and concrete, at least three in described vertical muscle, and it is affixed that it is arranged within the stirrup in the top, angle and its angle stirrup respectively.Describedly give the system building block, the groove limit of its both sides inferior horn cooperates with the side chimb that gives the system beam, and at least one hole is set in its building block.Be provided with net sheet and the affixed one of its concrete in described cast-in-situ reinforced concrete layer or the Cast-in-place concrete layer top.The described system beam that gives is for falling " T " font, and its inverse-T-shaped stirrup all is arranged at inverse-T-shaped giving within the system beam.Described to give the system beam be " one " font, and it falls " T " stirrup bottom and is arranged on to give and makes in the beam, its top then with the affixed one of cast-in-situ reinforced concrete layer.Described building block is provided with thermal insulation layer, piece in the hole.
The utility model is simple in structure, and its employing is given the system corbel and played the hollow system building block of giving, by the affixed one of cast-in-situ reinforced concrete layer, construction period is shortened in not only easy construction, quick greatly, and its sound insulation, good heat preservation performance, its weight saving 3/4～1/3, cost has descended 1/3～1/2.
Description of drawings
Fig. 1: the utility model structural representation;
Fig. 2: the utility model " " font is given system girder construction schematic diagram;
Fig. 3: the utility model " T " font gives system girder construction schematic diagram;
Fig. 4: the utility model floor map;
Fig. 5: the utility model plane C-C generalized section;
Fig. 6: the utility model plane A-A generalized section;
Fig. 7: the utility model plane B-B schematic diagram.
The numbering explanation:
1. give system beam 101. stirrups 102. vertical muscle 103. reinforcing bars
2. give system building block 201. endoporus
3. cast-in-situ reinforced concrete layer or Cast-in-place concrete layer 4. net sheet
The specific embodiment
Its structure of the utility model is as shown in Figure 1:
Described floor is affixed by at least one unit beam piece combining structure and row of horizontal, and its unit beam piece combining structure is given system beam 1 by two ends and held up that to give system building block 2 together affixed with it by cast-in-situ reinforced concrete layer, concrete layer 3.
The described system beam 1 that gives is fixed as one with concrete by stirrup 101 and vertical muscle 102 and reinforcing bar 103,102 at least three in described vertical muscle, and it is affixed that it is arranged within the stirrup 101 in the top, angle and its angle stirrup 101 respectively.
Described giving made building block 2, and the groove limit of its both sides inferior horn cooperates with the side chimb that gives system beam 1, and at least one hole 201 is set in its building block 2.
Described cast-in-situ reinforced concrete layer is provided with net sheet 4 and the affixed one of its concrete in 3 top.
The described system beam 1 that gives is for falling " T " font, and its inverse-T-shaped stirrup 101 all is arranged at inverse-T-shaped giving within the system beam 1.
The described system beam 1 that gives is " one " font, and it falls " T " stirrup bottom and is arranged on and gives in the system beam 1, its top then with cast-in-situ reinforced concrete layer 3 affixed one.
Described giving made beam 1 and given system building block 2 produced in series, its beam length 1.7-4.1 rice, and it gives the long 420cm of system building block, high 160cm-200cm.
A kind of beam piece composite deck slab, comprise: floor, described floor is affixed by at least one unit beam piece combining structure and row of horizontal, and its unit beam piece combining structure is given system beam 1 by two ends and held up that to give system building block 2 together affixed with it by cast-in-situ reinforced concrete layer or Cast-in-place concrete layer 3.
The described system beam 1 that gives is fixed as one with concrete by stirrup 101, vertical muscle 102, reinforcing bar 103,102 at least three in described vertical muscle, and it is affixed that it is arranged within the stirrup 101 in the top, angle and its angle stirrup 101 respectively.
Described giving made building block 2, and the groove limit of its both sides inferior horn cooperates with the side chimb that gives system beam 1, and at least one hole 201 is set in its building block 2.
Be provided with net sheet 4 and the affixed one of its concrete in described cast-in-situ reinforced concrete layer or Cast-in-place concrete layer 3 top.
The described system beam 1 that gives is " one " font, and it falls " T " stirrup bottom and is arranged on and gives in the system beam 1, its top then with cast-in-situ reinforced concrete layer 3 affixed one.
Described building block is provided with thermal insulation layer, piece in 2 holes 201.
The net sheet is set in its cast-in-situ reinforced concrete layer or the Cast-in-place concrete layer or does not have two kinds of net sheets.
Concrete preparation method:
" one " font is given system beam 1 insert the floor body of wall respectively, shown in Fig. 6,7, ride on the cooperation platform that gives system beam 1 giving system building block 2, make that the corner joins under both sides, a good lower bolster is solidified as a whole above-mentioned both and body of wall by the cast-in-situ reinforced concrete layer.It gives the stirrup 101 and the vertical muscle 102 that expose on system beam 1 concrete top and is poured in cast-in-situ reinforced concrete layer or the Cast-in-place concrete layer 3, and it engages closely, and is simple in structure but firm.
Embodiment 2: " T " font is given system beam or beam piece composite deck slab
As shown in Figure 3: a kind of beam piece composite deck slab, comprise: floor, described floor is affixed by at least one unit beam piece combining structure and row of horizontal, and its unit beam piece combining structure is given system beam 1 by two ends and held up that to give system building block 2 together affixed with it by cast-in-situ reinforced concrete layer 3.
The described system beam 1 that gives is fixed as one with concrete by stirrup 101 and vertical muscle 102 and reinforcing bar 103,102 at least three in described vertical muscle, and it is affixed that it is arranged within the stirrup 101 in the top, angle and its angle stirrup 101 respectively.
Described giving made building block 2, and the groove limit of its both sides inferior horn cooperates with the side chimb that gives system beam 1, and at least one hole 201 is set in its building block 2.
Be provided with net sheet 4 and the affixed one of its concrete in described cast-in-situ reinforced concrete layer or Cast-in-place concrete layer 3 top, or be not provided with two kinds of net sheets.
The described system beam 1 that gives is for falling " T " font, and its inverse-T-shaped stirrup 101 all is arranged at inverse-T-shaped giving within the system beam 1.
Described building block is provided with thermal insulation layer, piece in the hole.
Concrete manufacture method as above, (not giving unnecessary details)
In sum, the utility model is simple in structure, its employing is given the system corbel and is played the hollow system building block of giving, thereby simplified working procedure, shortened construction period greatly, reduced construction costs 1/3-1/2, and its floor weight saving 1/4-1/3, and improved construction quality, simultaneously, its thermal insulation, sound insulation value also are significantly increased.
Claims (7)
1. beam piece composite deck slab, comprise: floor, it is characterized in that: described floor is affixed by at least one unit beam piece combining structure and row of horizontal, and its unit beam piece combining structure is given system beam (1) by two ends and held up that to give system building block (2) together affixed with it by cast-in-situ reinforced concrete layer or Cast-in-place concrete layer (3).
2. beam piece composite deck slab as claimed in claim 1, it is characterized in that: the described system beam (1) that gives is fixed as one with concrete by stirrup (101), vertical muscle (102), reinforcing bar (103), (102) at least three in described vertical muscle, it is affixed that it is arranged within the stirrup (101) in the top, angle and its angle stirrup (101) respectively.
3. beam piece composite deck slab as claimed in claim 1 is characterized in that: described giving made building block (2), and the groove limit of its both sides inferior horn cooperates with the side chimb that gives system beam (1), and at least one hole (201) is set in its building block (2).
4. beam piece composite deck slab as claimed in claim 1 is characterized in that: be provided with net sheet (4) and the affixed one of its concrete in described cast-in-situ reinforced concrete layer or Cast-in-place concrete layer (3) top.
5. as claim 1,2 described beam piece composite deck slabs, it is characterized in that: the described system beam (1) that gives is for falling " T " font, and its inverse-T-shaped stirrup (101) all is arranged at inverse-T-shaped giving within the system beam (1).
6. as claim 1,2 described beam piece composite deck slabs, it is characterized in that: the described system beam (1) that gives is for " one " font, and it falls " T " stirrup bottom and is arranged on and gives in the system beam (1), its top then with the affixed one of cast-in-situ reinforced concrete layer (3).
7. beam piece composite deck slab as claimed in claim 3 is characterized in that: in described building block (2) hole (201) thermal insulation layer, piece are set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200320113715 CN2665258Y (en) | 2003-12-30 | 2003-12-30 | Floor plates with beam-block composite construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200320113715 CN2665258Y (en) | 2003-12-30 | 2003-12-30 | Floor plates with beam-block composite construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2665258Y true CN2665258Y (en) | 2004-12-22 |
Family
ID=34345089
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200320113715 Expired - Fee Related CN2665258Y (en) | 2003-12-30 | 2003-12-30 | Floor plates with beam-block composite construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2665258Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103590520A (en) * | 2013-11-13 | 2014-02-19 | 钱志双 | Prestress reinforcing supporting mechanism of prefabricated floor slabs and mounting method of prestress reinforcing supporting mechanism |
| CN105971173A (en) * | 2014-12-23 | 2016-09-28 | 中国建筑第八工程局有限公司 | Truss hollow floorslab splicing structure based on 3D printing |
| CN106320585A (en) * | 2015-07-02 | 2017-01-11 | 叶丽莉 | Novel fully-fabricated floor slab |
| CN106522442A (en) * | 2016-12-30 | 2017-03-22 | 成都善生园科技有限公司 | Sandwich-type light heat insulating and sound insulating floor slab |
| KR102630034B1 (en) * | 2022-11-23 | 2024-01-29 | 최영근 | Floor construction method for preventing interlayer noise and structure therefor |
-
2003
- 2003-12-30 CN CN 200320113715 patent/CN2665258Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103590520A (en) * | 2013-11-13 | 2014-02-19 | 钱志双 | Prestress reinforcing supporting mechanism of prefabricated floor slabs and mounting method of prestress reinforcing supporting mechanism |
| CN103590520B (en) * | 2013-11-13 | 2015-12-30 | 钱志双 | A kind of prestressing force of precast floor slab strengthens supporting mechanism and mounting method thereof |
| CN105971173A (en) * | 2014-12-23 | 2016-09-28 | 中国建筑第八工程局有限公司 | Truss hollow floorslab splicing structure based on 3D printing |
| CN106013563A (en) * | 2014-12-23 | 2016-10-12 | 中国建筑第八工程局有限公司 | Construction method of hidden beam in 3D printed hollow truss floor |
| CN106320585A (en) * | 2015-07-02 | 2017-01-11 | 叶丽莉 | Novel fully-fabricated floor slab |
| CN106522442A (en) * | 2016-12-30 | 2017-03-22 | 成都善生园科技有限公司 | Sandwich-type light heat insulating and sound insulating floor slab |
| KR102630034B1 (en) * | 2022-11-23 | 2024-01-29 | 최영근 | Floor construction method for preventing interlayer noise and structure therefor |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |