CN105064679B - A kind of construction roof beam structure - Google Patents
A kind of construction roof beam structure Download PDFInfo
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- CN105064679B CN105064679B CN201510438421.7A CN201510438421A CN105064679B CN 105064679 B CN105064679 B CN 105064679B CN 201510438421 A CN201510438421 A CN 201510438421A CN 105064679 B CN105064679 B CN 105064679B
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- type groove
- lateral connection
- shaped
- construction roof
- row
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- 238000010276 construction Methods 0.000 title claims abstract description 28
- 238000003780 insertion Methods 0.000 claims abstract description 4
- 230000037431 insertion Effects 0.000 claims abstract description 4
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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Abstract
The invention discloses a kind of construction roof beam structure, T-shaped beam including two or more Longitudinal extending and parallel arrangement, several support bars and some row lateral connection beams being uniformly distributed in below T-shaped beam, the post upper is provided with main U-type groove along the longitudinal direction, the vertical arm of the T-shaped beam is erected in the main U-type groove, main U-type groove both sides respectively set a U-type groove, U-type groove not insertion twice, each row lateral connection beam is respectively provided with multistage lateral connection beam, the end of the lateral connection beam coordinates with time U-type groove grafting, and both are connected by connector；The present invention forms vertically and horizontally primary and secondary girder construction, and increase and the contact area of template on support bar top, the use of a small amount of support bar is that can support；Meanwhile, improve roof beam structure bulk strength and stability, it is adaptable to the construction of large scale beam slab；Overall structure is simple, easy to use, reduces the wasting of resources.
Description
Technical field
The present invention relates to building field, more particularly to a kind of construction roof beam structure.
Background technology
The construction of present building structure is mostly using the construction method of cast in situs, when so causing to pour beam slab, existing
Field needs many height identical vertical support rod members, and then the top laying flat die plate of rod member is poured.It is substantial amounts of vertical
Support rod member needs smooth ground, and beam slab curing time is longer so that excessive support rod member use time is longer,
The wasting of resources.
The content of the invention
The present invention seeks to：A kind of construction roof beam structure is provided, it forms vertically and horizontally primary and secondary girder construction on support bar top,
And increase and the contact area of template, the use of a small amount of support bar is that can support；Meanwhile, improve roof beam structure bulk strength and stably
Property, it is adaptable to the construction of large scale beam slab；Overall structure is simple, easy to use, reduces the wasting of resources.
The technical scheme is that：A kind of construction roof beam structure, includes the T of two or more Longitudinal extending and parallel arrangement
Type beam, several support bars being uniformly distributed in below T-shaped beam and some row lateral connection beams being connected between T-shaped beam,
The post upper is provided with main U-type groove along the longitudinal direction, and the vertical arm of the T-shaped beam is erected in the main U-type groove, main U
Type groove both sides respectively set a U-type groove, twice U-type groove not insertion, and each row lateral connection beam is respectively provided with multistage lateral connection beam, described
The end of lateral connection beam coordinates with time U-type groove grafting, and both are connected by connector.
In the upper surface of the lateral connection beam and the upper surface of T-shaped beam are generally aligned in the same plane, so as on support bar top
Vertically and horizontally primary and secondary girder construction, increase and the contact area of template are formed, the use of a small amount of support bar is that can support.
There is intermediate lateral tie-beam and side lateral connection beam in the multistage lateral connection beam of each row lateral connection beam, it is described
Intermediate lateral tie-beam is arranged between two adjacent T-shaped beams, and its two ends is the abutting end coordinated with time U-type groove, described
Side lateral connection beam is arranged on the outside of the T-shaped beam in outside, and its only one end is the abutting end coordinated with secondary U-type groove.
The connector is bolt, and the side wall of described U-type groove has corresponding respectively with the abutting end of lateral connection beam
Bolt hole.
The bottom of the support bar has arrangement for adjusting height.It is preferred that, the arrangement for adjusting height is screw rod.
The length of the T-shaped beam is 3~5 meters, and the length of each row lateral connection beam is 4~6 meters.Branch below each T-shaped beam
Strut is provided with 2~5, longitudinally spaced on the T-shaped beam to be disposed with 2~5 row lateral connection beams.The T-shaped beam is 2~3, respectively
The lateral arrangement quantity of the lateral connection beam of row lateral connection beam is 3~4.
It is an advantage of the invention that：The present invention set above support bar and connected between T-shaped beam, T-shaped beam with lateral connection beam,
Vertically and horizontally primary and secondary girder construction, and increase and the contact area of template are formed at support bar top, can be propped up using a small amount of support bar
Support；Meanwhile, improve roof beam structure bulk strength and stability, it is adaptable to the construction of large scale beam slab；Overall structure of the present invention is simple,
It is easy to use, reduce the wasting of resources.
Brief description of the drawings
Below in conjunction with the accompanying drawings and embodiment the invention will be further described：
Fig. 1 is longitudinal sectional drawing in the present invention；
Fig. 2 is transverse cross-sectional view in the present invention；
Fig. 3 is intermediate lateral tie-beam in the present invention and the assembly structure diagram of time U-type groove.
Wherein：1T type beams；2 support bars；21 main U-type grooves；22 U-type grooves；3 lateral connection beams；31 intermediate lateral tie-beams；
32 side lateral connection beams；4 connectors；5 arrangement for adjusting height.
Embodiment
Embodiment：As shown in Figure 1 to Figure 3, a kind of construction roof beam structure, including two or more Longitudinal extending and parallel arrangement
T-shaped beam 1, some rows for being uniformly distributed in several support bars 2 of the lower section of T-shaped beam 1 and being connected between T-shaped beam 1 it is horizontal
Tie-beam 3, the upper end of support bar 2 is provided with main U-type groove 21 along the longitudinal direction, and the vertical arm of the T-shaped beam 1 is erected at the master
In U-type groove 21, the main both sides of U-type groove 21 respectively set a U-type groove 22, and the not insertion of U-type groove 22 twice, each row lateral connection beam is respectively provided with
Multistage lateral connection beam 3, the end of the lateral connection beam 3 coordinates with time grafting of U-type groove 22, and both are connected by connector 4
Connect fixation.Wherein, the upper surface of the lateral connection beam 3 is generally aligned in the same plane interior with the upper surface of T-shaped beam 1.
In the present embodiment, there is intermediate lateral tie-beam 31 and side in the multistage lateral connection beam 3 of each row lateral connection beam 3
Lateral connection beam 32, the intermediate lateral tie-beam 31 is arranged between two adjacent T-shaped beams 1, its two ends be with it is time U-shaped
The abutting end that groove 22 coordinates, the side lateral connection beam 32 is arranged on the outside of the T-shaped beam 1 in outside, and its only one end is and secondary U-type groove
22 abutting ends coordinated.
In the present embodiment, the connector 4 is bolt, the side wall of described U-type groove 22 and the abutting end of lateral connection beam 3
There is corresponding bolt hole respectively.
In the present embodiment, the bottom of the support bar 2 has arrangement for adjusting height 5, and the arrangement for adjusting height 5 is preferably
Screw rod.
In the present embodiment, the length of the T-shaped beam 1 is 3~5 meters, and the length of each row lateral connection beam 3 is 4~6 meters.Each T
The support bar of the lower section of type beam 1, which is provided with, longitudinally spaced on 2~5, the T-shaped beam 1 is disposed with 2~5 row lateral connection beams 3.The T
Type beam 1 is 2~3, and the lateral arrangement quantity of the lateral connection beam 3 of each row lateral connection beam 3 is 3~4.
The present invention set in the top of support bar 2 and connected between T-shaped beam 1, T-shaped beam 1 with lateral connection beam 3, the top of support bar 2
Vertically and horizontally primary and secondary girder construction, and increase and the contact area of template are formed, it is i.e. sustainable using a small amount of support bar 2；Meanwhile, carry
High roof beam structure bulk strength and stability, it is adaptable to the construction of large scale beam slab；Overall structure of the present invention is simple, easy to use,
Reduce the wasting of resources.
It the above is only the concrete application example of the present invention, protection scope of the present invention be not limited in any way.Except above-mentioned
Implement exception, the present invention there can also be other embodiment.All use equivalents or the technical scheme of equivalent transformation formation,
Fall within scope of the present invention.
Claims (10)
1. a kind of construction roof beam structure, it is characterised in that：Including two or more Longitudinal extending and parallel arrangement T-shaped beam (1),
Several support bars (2) being arranged in evenly below T-shaped beam (1) and some row lateral connections being connected between T-shaped beam (1)
Beam (3), support bar (2) upper end is provided with main U-type groove (21) along the longitudinal direction, and the vertical arm of the T-shaped beam (1) is erected at institute
State in main U-type groove (21), main U-type groove (21) both sides respectively set a U-type groove (22), U-type groove (22) not insertion twice, each row is horizontal
Tie-beam is respectively provided with multistage lateral connection beam (3), and the end of the lateral connection beam (3) coordinates with time U-type groove (22) grafting, and
Both are connected by connector (4).
2. a kind of construction roof beam structure according to claim 1, it is characterised in that：The multistage of each row lateral connection beam (3)
There is intermediate lateral tie-beam (31) and side lateral connection beam (32), the intermediate lateral tie-beam in lateral connection beam (3)
(31) it is arranged between two adjacent T-shaped beams (1), its two ends is the abutting end coordinated with time U-type groove (22), the side is horizontal
The outside of the T-shaped beam (1) in outside is arranged on to tie-beam (32), its only one end is the abutting end coordinated with secondary U-type groove (22).
3. a kind of construction roof beam structure according to claim 2, it is characterised in that：The connector (4) is bolt, described
The side wall of secondary U-type groove (22) has corresponding bolt hole respectively with the abutting end of lateral connection beam (3).
4. a kind of construction roof beam structure according to claim 1, it is characterised in that：The bottom of the support bar (2) has
Arrangement for adjusting height (5).
5. a kind of construction roof beam structure according to claim 4, it is characterised in that：The arrangement for adjusting height (5) is spiral shell
Bar.
6. a kind of construction roof beam structure as claimed in any of claims 1 to 5, it is characterised in that：The transverse direction connects
Connect in the upper surface of beam (3) and the upper surface of T-shaped beam (1) be generally aligned in the same plane.
7. a kind of construction roof beam structure as claimed in any of claims 1 to 5, it is characterised in that：The T-shaped beam
(1) length is 3~5 meters.
8. a kind of construction roof beam structure as claimed in any of claims 1 to 5, it is characterised in that：Each row laterally connects
The length for connecing beam (3) is 4~6 meters.
9. a kind of construction roof beam structure as claimed in any of claims 1 to 5, it is characterised in that：Each T-shaped beam (1)
The support bar (2) of lower section is provided with 2~5, longitudinally spaced on the T-shaped beam (1) to be disposed with 2~5 row lateral connection beams (3).
10. a kind of construction roof beam structure as claimed in any of claims 1 to 5, it is characterised in that：The T-shaped beam
(1) it is 2~3, the lateral arrangement quantity of the lateral connection beam (3) of each row lateral connection beam (3) is 3~4.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510438421.7A CN105064679B (en) | 2015-07-23 | 2015-07-23 | A kind of construction roof beam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510438421.7A CN105064679B (en) | 2015-07-23 | 2015-07-23 | A kind of construction roof beam structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105064679A CN105064679A (en) | 2015-11-18 |
| CN105064679B true CN105064679B (en) | 2017-07-18 |
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ID=54494164
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510438421.7A Expired - Fee Related CN105064679B (en) | 2015-07-23 | 2015-07-23 | A kind of construction roof beam structure |
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| Country | Link |
|---|---|
| CN (1) | CN105064679B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2720187A1 (en) * | 1977-05-05 | 1978-11-16 | Mannesmann Ag | Demountable column or beam cuboid element - has square base frame with corner bar joint pieces fitting underside |
| CN101881079A (en) * | 2010-07-02 | 2010-11-10 | 李然 | Building template support mechanism and combining method |
| CN101892740A (en) * | 2010-06-25 | 2010-11-24 | 珠海市瑞铭建筑装饰工程有限公司 | Thin-walled C-shaped steel connecting structure |
| CN102383592A (en) * | 2011-09-01 | 2012-03-21 | 吴方伯 | Bottom template for building floorslab and construction method thereof |
| CN203961278U (en) * | 2014-06-17 | 2014-11-26 | 中城建第十三工程局有限公司 | Building operations roof beam structure |
| CN204826620U (en) * | 2015-07-23 | 2015-12-02 | 盐城工学院 | Construction roof beam structure |
-
2015
- 2015-07-23 CN CN201510438421.7A patent/CN105064679B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2720187A1 (en) * | 1977-05-05 | 1978-11-16 | Mannesmann Ag | Demountable column or beam cuboid element - has square base frame with corner bar joint pieces fitting underside |
| CN101892740A (en) * | 2010-06-25 | 2010-11-24 | 珠海市瑞铭建筑装饰工程有限公司 | Thin-walled C-shaped steel connecting structure |
| CN101881079A (en) * | 2010-07-02 | 2010-11-10 | 李然 | Building template support mechanism and combining method |
| CN102383592A (en) * | 2011-09-01 | 2012-03-21 | 吴方伯 | Bottom template for building floorslab and construction method thereof |
| CN203961278U (en) * | 2014-06-17 | 2014-11-26 | 中城建第十三工程局有限公司 | Building operations roof beam structure |
| CN204826620U (en) * | 2015-07-23 | 2015-12-02 | 盐城工学院 | Construction roof beam structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105064679A (en) | 2015-11-18 |
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Effective date of registration: 20221223 Address after: Room 3042, No. 606, Ningliu Road, Jiangbei New District, Nanjing, Jiangsu 210044 Patentee after: Zhongke (Jiangsu) Construction Technology Co.,Ltd. Address before: 224051 middle road of hope Avenue, Yancheng City, Jiangsu Province, No. 1 Patentee before: YANCHENG INSTITUTE OF TECHNOLOGY |
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Granted publication date: 20170718 |