CN107023082A - A kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node - Google Patents
A kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node Download PDFInfo
- Publication number
- CN107023082A CN107023082A CN201710309748.3A CN201710309748A CN107023082A CN 107023082 A CN107023082 A CN 107023082A CN 201710309748 A CN201710309748 A CN 201710309748A CN 107023082 A CN107023082 A CN 107023082A
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- steel
- combined beam
- profile steel
- reinforced concrete
- close rib
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Rod-Shaped Construction Members (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Present invention mainly discloses a kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node, including the close rib steel hoop Prefabricated combined beam of H profile steel, steel reinforced concrete dry wall, H type short corbels are set on steel reinforced concrete dry wall, it is connected by the close rib steel hoop Prefabricated combined beam of H types short corbel and H profile steel, the pouring concrete between flange plate and web above and below the shaped steel at connecting node position.The present invention possesses that construction speed is fast, anti-seismic performance is good, the advantage of the recyclable recycling of material, while can possess the advantages such as fire resisting, insulation, sound insulation, impact resistance.
Description
【Technical field】
The present invention relates to steel building field of engineering technology, especially with a kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel
Mixed dry wall connecting node is relevant.
【Background technology】
In traditional architecture, most work need to be completed at the construction field (site), and long construction period, environmental pollution are serious, rickyard
The problems such as ground is big, workmen is short is as the barrier for suppressing building industry progress.So increasing construction, research and development
Various can be the previous urgent problem of mesh with building elements such as prefabricated beam bodies and wall.
Therefore, in order to solve the above technical problems, present inventors have proposed a kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel
Mixed dry wall connecting node is relevant, to overcome the defect of the prior art.
【The content of the invention】
To solve the above problems, it is an object of the invention to provide a kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete are prefabricated
The close rib steel hoop Prefabricated combined beam of wall connecting node, wherein H profile steel, steel reinforced concrete combination dry wall are the representatives of assembled architecture, are possessed
Construction speed is fast, anti-seismic performance is good, the advantage of the recyclable recycling of material, while can possess fire resisting, insulation, sound insulation, resistance to punching
The advantage such as hit.
To achieve the above object, the present invention adopt the following technical scheme that for：
A kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node, including the close rib steel hoop Prefabricated composite of H profile steel
Beam, steel reinforced concrete dry wall, H type short corbels are set on steel reinforced concrete dry wall, pass through H types short corbel and prefabricated group of the close rib steel hoop of H profile steel
Close beam connection, the pouring concrete between flange plate and web above and below the shaped steel at connecting node position.
The close rib steel hoop Prefabricated combined beam of described H profile steel includes H profile steel, stirrup, vertical muscle, concrete；The top flange of H profile steel
Plate, which is opened up, wears muscle hole, and U-shaped stirrup is butted on H profile steel bottom wing listrium from the insertion of muscle hole is worn, while stirrup is welded with flange plate up and down
Connect；It is intraperitoneal that vertical muscle penetrates H profile steel along H profile steel web direction, and with stirrup colligation；Casting concrete inside H profile steel.
Described vertical muscle is four, the respectively distribution two of H profile steel web both sides.
Described vertical muscle end bending, bending segment is fixed with termination seal plate welding.
The web of described H profile steel equidistantly opens circular hole.
Described H types short corbel be and size identical H profile steel in the close rib steel hoop Prefabricated combined beam of H profile steel.
Between the web of the close rib steel hoop Prefabricated combined beam of described H profile steel and H type short corbel web bolt connections, flange plate
It is welded to connect.
The web of the close rib steel hoop Prefabricated combined beam of described H profile steel and H type short corbel webs, both junction upper and lower side shapes
Into the arc notch of convenient welding.
Described U-shaped stirrup exposes the outer vertical muscle that insertion is interspersed with outside top flange plate, outer vertical muscle end bending with
Steel reinforced concrete dry wall is welded.
Described steel reinforced concrete dry wall is with the wall of steel plate bound edge, middle concrete perfusion.
Compared with prior art, the present invention has the advantages that：
1. the close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall in the present invention are prefabricated in factory, tradition is built
Build substantial amounts of work on the spot and move to factory's completion, the construction period at a large amount of reduction scenes.
2. there is a concrete cladding the close rib steel hoop Prefabricated combined beam of the H profile steel, steel reinforced concrete combination dry wall both sides, fire prevention and every
Sound performance is good.
3. there is the close rib steel hoop Prefabricated combined beam of the H profile steel, steel reinforced concrete combination dry wall quality to be easily controlled, site operation letter
It is single, quick.
The close rib steel hoop Prefabricated combined beam of 4.H shaped steel, steel reinforced concrete combination dry wall connection are reliable, easy construction.
【Brief description of the drawings】
Fig. 1 is presently preferred embodiments of the present invention structural representation；
Fig. 2 is the schematic diagram of the close rib steel hoop Prefabricated combined beam of H profile steel in presently preferred embodiments of the present invention；
Fig. 3 is the diagrammatic cross-section after the close rib steel hoop Prefabricated combined beam connection of H profile steel in presently preferred embodiments of the present invention；
Fig. 4 is the close rib steel hoop Prefabricated combined beam middle part enlarged diagram of H profile steel in presently preferred embodiments of the present invention；
Fig. 5 is the close rib steel hoop Prefabricated combined beam end portion enlarged diagram of H profile steel in presently preferred embodiments of the present invention.
【Embodiment】
Refer to shown in Figure of description 1 to accompanying drawing 5, the present invention is described in further details.
A kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node, mainly by the close rib steel hoop of H profile steel
Prefabricated combined beam 1 and steel reinforced concrete dry wall 2 are attached.
The close rib steel hoop Prefabricated combined beam 1 of H profile steel is with reference to shown in Fig. 2, and the part mainly included has H profile steel 3, stirrup 4, vertical muscle
5th, concrete 6.H profile steel 3 include top flange plate 31, bottom wing listrium 32 and web 33, length according to the actual requirements depending on.In H types
The top flange plate 31 of steel 3 open up two be respectively distributed to web both sides wear muscle hole 35, stirrup 4 is bent into U-shaped, then U in advance
The opening two ends of the stirrup 4 of type are each since wearing insertion in muscle hole 35 respectively, are butted on the bottom wing listrium 32 of H profile steel 3, while stirrup
4 weld with top flange plate 31 and bottom wing listrium 32.
Vertical muscle 5 is parallel with along the web 33 of H profile steel 3, and it is intraperitoneal to penetrate H profile steel 3, is affixed on the inside of stirrup 4, and with stirrup 4
Colligation is fixed after overlap joint.Vertical muscle 5 in the present embodiment has 4, symmetrical with web 33, and both sides are respectively distributed two.Vertical muscle 5
End is bent, and the bending segment is welded and fixed with termination shrouding 7.Each one block of termination shrouding 7 in the both sides of web 33 of the one end of H profile steel 3.
Finally in the intraperitoneal progress factory grouting of H profile steel 3, vibrated concrete 6, the close rib steel hoop Prefabricated composite of H profile steel is formed
Beam 1.Meet after the concrete curing phase, component can be put in storage or delivered.Passed through for the ease of the both sides concrete 6 of web 33
It is logical, form effectively overall, equidistantly circular hole 34 is opened up on web 33.
Steel reinforced concrete dry wall 2 is with the wall of the bound edge of steel plate 21, middle concrete perfusion.By prefabricated group of the close rib steel hoop of H profile steel
Close beam 1 and steel reinforced concrete dry wall 2 is attached, H types short corbel 8 is installed on steel reinforced concrete dry wall 2, H types short corbel 8 is also mainly H
Shaped steel, H type short corbel 8 median ventral plate 81 and H profile steel 3 identical with the size of H profile steel 3 in the close rib steel hoop Prefabricated combined beam 1 of H profile steel
Web 33 connected by steel plate 82 and bolt 83.Flange plate 84,85 and the upper lower flange of H profile steel 3 above and below in H types short corbel 8
It is welded to connect between plate 31,32.Weld for convenience, in the median ventral plate 81 of H types short corbel 8 and the upper and lower side shape of web 33 of H profile steel 3
Into the arc notch 86 of convenient welding.
The outside of top flange plate 31 is exposed in the bottom of U-shaped stirrup 4, a cavity is formed with top flange plate 31, in the sky
Intracavitary is interted into outer vertical muscle 9.The steel plate 21 that the end of outer vertical muscle 9 runs into steel reinforced concrete dry wall 2 is bent, and bending is welded in steel plate 21
Connect fixation.
After the completion of steelframe connection, flange plate above and below the shaped steel of the close rib steel hoop Prefabricated combined beam 1 of H profile steel and H types short corbel 8
The pouring concrete between web.
Embodiment above is only the preferred embodiment of this creation, all in this wound not to limit this creation
Any modification, equivalent substitution and improvements for being done etc. within the spirit and principle of work, should be included in this creation protection domain it
It is interior.
Claims (9)
1. a kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node, it is characterised in that：It is close including H profile steel
Rib steel hoop Prefabricated combined beam, steel reinforced concrete dry wall, H type short corbels are set on steel reinforced concrete dry wall, pass through H types short corbel and H profile steel
Close rib steel hoop Prefabricated combined beam connection, the pouring concrete between flange plate and web above and below the shaped steel at connecting node position.
2. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 1 and steel reinforced concrete dry wall connecting node, its feature
It is：The close rib steel hoop Prefabricated combined beam of described H profile steel includes H profile steel, stirrup, vertical muscle, concrete；The top flange plate of H profile steel
Open up and wear muscle hole, U-shaped stirrup is butted on H profile steel bottom wing listrium from the insertion of muscle hole is worn, while stirrup and edge of a wing plate weld up and down；
It is intraperitoneal that vertical muscle penetrates H profile steel along H profile steel web direction, and with stirrup colligation；Casting concrete inside H profile steel.
3. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 2 and steel reinforced concrete dry wall connecting node, its feature
It is：Described vertical muscle is four, the respectively distribution two of H profile steel web both sides.
4. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 2 and steel reinforced concrete dry wall connecting node, its feature
It is：Described vertical muscle end bending, bending segment is fixed with termination seal plate welding.
5. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 2 and steel reinforced concrete dry wall connecting node, its feature
It is：The web of described H profile steel equidistantly opens circular hole.
6. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 1 and steel reinforced concrete dry wall connecting node, its feature
It is：Described H types short corbel be and size identical H profile steel in the close rib steel hoop Prefabricated combined beam of H profile steel.
7. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 1 and steel reinforced concrete dry wall connecting node, its feature
It is：Welded between the web of the close rib steel hoop Prefabricated combined beam of described H profile steel and H type short corbel web bolt connections, flange plate
Connect in succession.
8. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 1 and steel reinforced concrete dry wall connecting node, its feature
It is：The web of the close rib steel hoop Prefabricated combined beam of described H profile steel and H type short corbel webs, both form junction upper and lower side
The arc notch of convenient welding.
9. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 1 and steel reinforced concrete dry wall connecting node, its feature
It is：Described U-shaped stirrup exposes the outer vertical muscle that insertion is interspersed with outside top flange plate, outer vertical muscle end bending and steel reinforced concrete
Dry wall is welded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710309748.3A CN107023082B (en) | 2017-05-04 | 2017-05-04 | H-shaped steel multi-ribbed steel hoop prefabricated combination beam and steel-concrete prefabricated wall connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710309748.3A CN107023082B (en) | 2017-05-04 | 2017-05-04 | H-shaped steel multi-ribbed steel hoop prefabricated combination beam and steel-concrete prefabricated wall connecting node |
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| Publication Number | Publication Date |
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| CN107023082A true CN107023082A (en) | 2017-08-08 |
| CN107023082B CN107023082B (en) | 2022-09-16 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532796A (en) * | 2018-07-11 | 2018-09-14 | 上海应用技术大学 | Assembly concrete shear wall and face inner beam rigid connection node and construction method |
| CN110468966A (en) * | 2019-08-29 | 2019-11-19 | 内蒙古科技大学 | Intersect the steel plate concrete wall and steel beam joint of U-shaped connector based on assembled |
| CN113737980A (en) * | 2021-08-23 | 2021-12-03 | 清华大学 | Connection node of reinforced concrete floor and reinforced concrete shear wall |
| CN113737981A (en) * | 2021-08-23 | 2021-12-03 | 清华大学 | Connection node of reinforced concrete floor and steel plate concrete shear wall |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532796A (en) * | 2018-07-11 | 2018-09-14 | 上海应用技术大学 | Assembly concrete shear wall and face inner beam rigid connection node and construction method |
| CN110468966A (en) * | 2019-08-29 | 2019-11-19 | 内蒙古科技大学 | Intersect the steel plate concrete wall and steel beam joint of U-shaped connector based on assembled |
| CN110468966B (en) * | 2019-08-29 | 2021-08-24 | 内蒙古科技大学 | Steel plate concrete wall and steel beam joint based on assembled type crossed U-shaped connecting piece |
| CN113737980A (en) * | 2021-08-23 | 2021-12-03 | 清华大学 | Connection node of reinforced concrete floor and reinforced concrete shear wall |
| CN113737981A (en) * | 2021-08-23 | 2021-12-03 | 清华大学 | Connection node of reinforced concrete floor and steel plate concrete shear wall |
| CN113737981B (en) * | 2021-08-23 | 2023-02-24 | 清华大学 | Connection node of reinforced concrete floor and steel plate concrete shear wall |
| CN113737980B (en) * | 2021-08-23 | 2023-02-24 | 清华大学 | Connection node of reinforced concrete floor and reinforced concrete shear wall |
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| CN107023082B (en) | 2022-09-16 |
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