CN105064679A - Building construction beam frame - Google Patents
Building construction beam frame Download PDFInfo
- Publication number
- CN105064679A CN105064679A CN201510438421.7A CN201510438421A CN105064679A CN 105064679 A CN105064679 A CN 105064679A CN 201510438421 A CN201510438421 A CN 201510438421A CN 105064679 A CN105064679 A CN 105064679A
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- Prior art keywords
- lateral connection
- shaped
- type groove
- building operations
- connection beam
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- 238000009435 building construction Methods 0.000 title abstract 4
- 238000000926 separation method Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 6
- 238000009415 formwork Methods 0.000 abstract 1
- 239000002699 waste material Substances 0.000 abstract 1
- 230000007423 decrease Effects 0.000 description 3
- 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 building construction beam frame, which comprises more than two longitudinal extending T-shaped beams in parallel arrangement, a plurality of support rods uniformly arranged under the T-shaped beams, and a plurality of rows of transverse connecting beams, wherein the upper end of each support rod is provided with a main U-shaped groove in the longitudinal direction; a vertical arm of each T-shaped beam is erected in the corresponding main U-shaped groove; a sub U-shaped groove is formed in each of two sides of each main U-shaped groove; the two sub U-shaped grooves are not communicated; each row of transverse connecting beam is provided with a plurality of sections of transverse connecting beams; the end part of each transverse connecting beam is matched with the corresponding sub U-shaped groove in an inserting way; and each transverse connecting beam and the corresponding sub U-shaped groove are connected and fixed through a connecting element. The building construction beam frame has the advantages that the longitudinal and transverse main and sub beam structures are formed at the upper part of the support rods; the contact area with a formwork is increased; the goal of support can be achieved by few support rods; meanwhile, the integral strength and the integral stability of the beam frame are improved; the building construction beam frame is applicable to the construction of a large-dimension beam plate; the integral structure is simple; the use is convenient; and the resource waste is reduced.
Description
Technical field
The present invention relates to building field, particularly relate to a kind of building operations roof beam structure.
Background technology
The construction of present building structure adopts the construction method of cast in situs mostly, when causing like this building beam slab, needs the vertical support rod member that many height are identical at the scene, and flat die plate is laid on the top of rod member, then builds.A large amount of vertical support rod members needs smooth ground, and beam slab curing time is longer, makes too much supporting rod longer for service time, the wasting of resources.
Summary of the invention
The present invention seeks to: provide a kind of building operations roof beam structure, it is formed in length and breadth to primary-secondary beam structure on support bar top, and increases the contact area with template, uses a small amount of support bar to support; Meanwhile, improve roof beam structure bulk strength and stability, be applicable to the construction of large scale beam slab; Overall structure is simple, easy to use, decreases the wasting of resources.
Technical scheme of the present invention is: a kind of building operations roof beam structure, comprise two or more longitudinal extension and the T-shaped beam be arranged in parallel, be arranged in several support bars below T-shaped beam equably, and the several rows lateral connection beam be connected between T-shaped beam, described post upper is provided with main U-type groove along the longitudinal direction, the vertical arm of described T-shaped beam is erected in described main U-type groove, a U-type groove is respectively established in main U-type groove both sides, twice U-type groove is not through, each row lateral connection beam all has multistage lateral connection beam, the end of described lateral connection beam coordinates with time U-type groove grafting, and both are connected and fixed by connector.
The upper surface of described lateral connection beam and the upper surface of T-shaped beam are positioned at same plane, to be formed in length and breadth to primary-secondary beam structure on support bar top, increase the contact area with template, use a small amount of support bar to support.
There is in the multistage lateral connection beam of each row lateral connection beam intermediate lateral tie-beam and side lateral connection beam, described intermediate lateral tie-beam is arranged between two adjacent T-shaped beams, its two ends are the abutting end coordinated with secondary U-type groove, described side lateral connection beam be arranged on outside T-shaped beam outside, its only one end be the abutting end coordinated with secondary U-type groove.
Described connector is bolt, and the sidewall of described U-type groove has corresponding bolt hole respectively with the abutting end of lateral connection beam.
The bottom of described support bar has arrangement for adjusting height.Preferably, described arrangement for adjusting height is screw rod.
The length of described T-shaped beam is 3 ~ 5 meters, and the length of each row lateral connection beam is 4 ~ 6 meters.Support bar below each T-shaped beam is provided with 2 ~ 5, and on described T-shaped beam, longitudinal separation is furnished with 2 ~ 5 row lateral connection beams.Described T-shaped beam is 2 ~ 3, and the lateral arrangement quantity of the lateral connection beam of each row lateral connection beam is 3 ~ 4.
Advantage of the present invention is: the present invention arranges T-shaped beam above support bar, connects between T-shaped beam with lateral connection beam, and support bar top is formed in length and breadth to primary-secondary beam structure, and increases the contact area with template, uses a small amount of support bar to support; Meanwhile, improve roof beam structure bulk strength and stability, be applicable to the construction of large scale beam slab; Overall structure of the present invention is simple, easy to use, decreases the wasting of resources.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, 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 the package assembly schematic diagram of intermediate lateral tie-beam and time U-type groove in the present invention.
Wherein: 1T type beam; 2 support bars; 21 main U-type groove; 22 U-type groove; 3 lateral connection beams; 31 intermediate lateral tie-beams; 32 side lateral connection beams; 4 connectors; 5 arrangement for adjusting height.
Detailed description of the invention
Embodiment: as shown in Figure 1 to Figure 3, a kind of building operations roof beam structure, comprise two or more longitudinal extension and the T-shaped beam 1 be arranged in parallel, be arranged in several support bars 2 below T-shaped beam 1 equably, and the several rows lateral connection beam 3 be connected between T-shaped beam 1, described support bar 2 upper end edge longitudinal direction is provided with main U-type groove 21, the vertical arm of described T-shaped beam 1 is erected in described main U-type groove 21, a U-type groove 22 is respectively established in main U-type groove 21 both sides, twice U-type groove 22 is not through, each row lateral connection beam all has multistage lateral connection beam 3, the end of described lateral connection beam 3 coordinates with time U-type groove 22 grafting, and both are connected and fixed by connector 4.Wherein, the upper surface of described lateral connection beam 3 and the upper surface of T-shaped beam 1 are positioned at same plane.
In the present embodiment, there is in the multistage lateral connection beam 3 of each row lateral connection beam 3 intermediate lateral tie-beam 31 and side lateral connection beam 32, described intermediate lateral tie-beam 31 is arranged between two adjacent T-shaped beams 1, its two ends are the abutting end coordinated with secondary U-type groove 22, described side lateral connection beam 32 be arranged on outside T-shaped beam 1 outside, its only one end be the abutting end coordinated with secondary U-type groove 22.
In the present embodiment, described connector 4 is bolt, and the sidewall of described U-type groove 22 has corresponding bolt hole respectively with the abutting end of lateral connection beam 3.
In the present embodiment, the bottom of described support bar 2 has arrangement for adjusting height 5, and described arrangement for adjusting height 5 is preferably screw rod.
In the present embodiment, the length of described T-shaped beam 1 is 3 ~ 5 meters, and the length of each row lateral connection beam 3 is 4 ~ 6 meters.Support bar below each T-shaped beam 1 is provided with 2 ~ 5, and on described T-shaped beam 1, longitudinal separation is furnished with 2 ~ 5 row lateral connection beams 3.Described T-shaped 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 arranges T-shaped beam 1 above support bar 2, connects between T-shaped beam 1 with lateral connection beam 3, and support bar 2 top is formed in length and breadth to primary-secondary beam structure, and increases the contact area with template, uses a small amount of support bar 2 to support; Meanwhile, improve roof beam structure bulk strength and stability, be applicable to the construction of large scale beam slab; Overall structure of the present invention is simple, easy to use, decreases the wasting of resources.
Below be only embody rule example of the present invention, protection scope of the present invention is not constituted any limitation.In addition to the implementation, the present invention can also have other embodiment.All employings are equal to the technical scheme of replacement or equivalent transformation formation, all drop within the present invention's scope required for protection.
Claims (10)
1. a building operations roof beam structure, it is characterized in that: comprise two or more longitudinal extension and the T-shaped beam (1) be arranged in parallel, be arranged in several support bars (2) of T-shaped beam (1) below equably, and the several rows lateral connection beam (3) be connected between T-shaped beam (1), described support bar (2) upper end edge longitudinal direction is provided with main U-type groove (21), the vertical arm of described T-shaped beam (1) is erected in described main U-type groove (21), a U-type groove (22) is respectively established in main U-type groove (21) both sides, twice U-type groove (22) is not through, each row lateral connection beam all has multistage lateral connection beam (3), the end of described lateral connection beam (3) coordinates with time U-type groove (22) grafting, and both are connected and fixed by connector (4).
2. a kind of building operations roof beam structure according to claim 1, it is characterized in that: there is in the multistage lateral connection beam (3) of each row lateral connection beam (3) intermediate lateral tie-beam (31) and side lateral connection beam (32), described intermediate lateral tie-beam (31) is arranged between two adjacent T-shaped beams (1), its two ends are the abutting end coordinated with secondary U-type groove (22), described side lateral connection beam (32) be arranged on outside T-shaped beam (1) outside, its only one end be the abutting end coordinated with secondary U-type groove (22).
3. a kind of building operations roof beam structure according to claim 2, it is characterized in that: described connector (4) is bolt, the sidewall of described U-type groove (22) has corresponding bolt hole respectively with the abutting end of lateral connection beam (3).
4. a kind of building operations roof beam structure according to claim 1, is characterized in that: the bottom of described support bar (2) has arrangement for adjusting height (5).
5. a kind of building operations roof beam structure according to claim 1, is characterized in that: described arrangement for adjusting height (5) is screw rod.
6. a kind of building operations roof beam structure as claimed in any of claims 1 to 5, is characterized in that: the upper surface of described lateral connection beam (3) and the upper surface of T-shaped beam (1) are positioned at same plane.
7. a kind of building operations roof beam structure as claimed in any of claims 1 to 5, is characterized in that: the length of described T-shaped beam (1) is 3 ~ 5 meters.
8. a kind of building operations roof beam structure as claimed in any of claims 1 to 5, is characterized in that: the length of each row lateral connection beam (3) is 4 ~ 6 meters.
9. a kind of building operations roof beam structure as claimed in any of claims 1 to 5, it is characterized in that: the support bar (2) of each T-shaped beam (1) below is provided with 2 ~ 5, the upper longitudinal separation of described T-shaped beam (1) is furnished with 2 ~ 5 row lateral connection beams (3).
10. a kind of building operations roof beam structure as claimed in any of claims 1 to 5, it is characterized in that: described T-shaped beam (1) 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 true CN105064679A (en) | 2015-11-18 |
| CN105064679B CN105064679B (en) | 2017-07-18 |
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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 |
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| 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 |
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| Publication number | Publication date |
|---|---|
| CN105064679B (en) | 2017-07-18 |
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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 |