CN106368350A - U-steel keel composite wall - Google Patents

U-steel keel composite wall Download PDF

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Publication number
CN106368350A
CN106368350A CN201610895719.5A CN201610895719A CN106368350A CN 106368350 A CN106368350 A CN 106368350A CN 201610895719 A CN201610895719 A CN 201610895719A CN 106368350 A CN106368350 A CN 106368350A
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CN
China
Prior art keywords
coupling
channel
plate
pair
steel keel
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Granted
Application number
CN201610895719.5A
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Chinese (zh)
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CN106368350B (en
Inventor
王小平
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Wuhan University of Technology WUT
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Wuhan University of Technology WUT
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Priority to CN201610895719.5A priority Critical patent/CN106368350B/en
Publication of CN106368350A publication Critical patent/CN106368350A/en
Application granted granted Critical
Publication of CN106368350B publication Critical patent/CN106368350B/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/562Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal

Abstract

The invention provides a U-steel keel composite wall. A wall section of the wall comprises U-steel keels, coupling beams and wall precast slabs, wherein the U-steel keels are vertically arranged at intervals; the coupling beams are arranged at the upper ends and the lower ends of the U-steel keels and transversely penetrate through the wall; and the wall precast slabs are on the two sides of the wall and cover the whole surface of the wall. The coupling beams with the widths are just embedded into keel rectangular grooves, and the coupling beams and the keel rectangular grooves are fixedly connected through screws. The coupling beam of an upper wall body and the coupling beam of a lower wall body are fixedly connected through C-shaped coupling beam clips between the upper wall body and the lower wall body to enable the upper wall body and the lower wall body to be firmly connected as a whole, the U-steel keel composite wall is stressed uniformly, and the bearing performance and the earthquake resistance performance are largely improved.

Description

A kind of channel-section steel keel assembled wall
Technical field
The present invention relates to building construction technology, specifically a kind of channel-section steel keel assembled wall.
Background technology
Light steel wall Os Draconis are general with during Combined concrete to adopt live wet construction, and complex process, progress are slow, to constructor Member's technical requirements height and high cost.And in the body of wall of assemble type, there is wall body structure complexity again, construction is relatively slow, multilamellar The poor problem of house wall shock resistance.
Content of the invention
The technical problem to be solved is: provides a kind of channel-section steel keel assembled wall for solving the above problems, makes Tier building building is assembled using full-dry method, and levels wall connecting consolidates simultaneously, and anti-seismic performance is good, and easy to assembly quick.
The present invention solves its technical problem using following technical scheme:
The present invention provide channel-section steel keel assembled wall, its wall section include vertically spaced channel-section steel keel, in channel-section steel The upper and lower ends of the Os Draconis coupling beam of lateral direction penetrating body of wall and covering respectively in the body of wall in the whole face of body of wall in the both sides of body of wall respectively Precoated plate;
Described channel-section steel keel is provided with a pair of wing plate that both sides be arranged in parallel and connects a pair of wing plate web with end face, Described web between a pair of wing plate is provided with the indent web concave between the side web of both sides and an opposite side web, makes channel-section steel The both sides of Os Draconis are symmetrically formed a pair of groove;
At the both ends of channel-section steel keel, the end of described side web sinks to arranging, and makes wing plate, side web and the indent of end Web is vertically surrounding a pair of Os Draconis rectangular channel;
The width of described coupling beam just embeds in Os Draconis rectangular channel, and is fixedly connected by screw with Os Draconis.
The section of described indent web is arc concave shape, rectangle indent, trapezoidal indent or wedge shape indent.
Described side web vertically bends to the lateral surface of channel-section steel keel at the both ends of described channel-section steel keel, outward bending Part is as the supporting plate of coupling beam, this supporting plate and coupling beam mode connects for screw.
Described coupling beam, its top surface is concordant with the end face of channel-section steel keel;The lateral surface of coupling beam and Os Draconis rectangular channel and side Web is close to, and is fixedly connected this coupling beam and Os Draconis rectangular channel by screw, makes every one end of channel-section steel keel by a pair of coupling beam It is fixedly connected with channel-section steel keel.
In described channel-section steel keel assembled wall body, the adjacent coupling beam directly contact of its upper wall and lower floor body of wall is simultaneously led to Cross mode connects for screw.
Described upper wall embeds in the coupling beam card of multiple flute profiles with the adjacent coupling beam of lower floor's body of wall, coupling beam card and coupling beam It is connected by screw;Described coupling beam card, it is made up of with the intermediate plate being connected normal thereto the parallel a pair of side plates in both sides, and one To side plate located at the same side of intermediate plate, section is c shape.
Described coupling beam card, its notch is in the face of the side of wall section and coupling beam nested encryptions;Or, its notch is downwards and coupling beam Nested encryptions, and be connected by screw with coupling beam.
Beam is placed above coupling beam), beam passes perpendicularly through wall section, is respectively provided with a building beam coupling beam card, institute in the both sides of beam State building beam coupling beam and be arranged with intermediate plate, coupling beam plate and a pair of side plates, a pair of side plates is located at the same side of intermediate plate and and intermediate plate Vertically, the side plate of side vertically outwards turns down as coupling beam plate, and described coupling beam embeds between a pair of side plates of described building beam coupling beam card, Beam is close to by coupling beam plate, is fixedly connected by screw between building beam coupling beam card and coupling beam, building beam coupling beam card and beam.
In described channel-section steel keel assembled wall, it is connected by ground beam connection between the body of wall of its bottom and grade beam;Institute Stating ground beam connection is elongated section bar, and cross section structure is the convex flap of a pair symmetrically arranged rectangle for both sides, on a pair of rectangle The grade beam wing plate that the outside horizontal abduction of convex flap is contacted with grade beam for a pair, is integrally formed with one piece between the convex flap of a pair of rectangle Connecting plate, or the convex flap of a pair of rectangle is separately positioned.
The convex flap of rectangle described in a pair just embeds in a pair of Os Draconis rectangular channel of channel-section steel keel bottom, the convex folding of rectangle The side of plate is connected with the ala lateralis plate bolt of Os Draconis rectangular channel, and a pair of grade beam wing plate is connected with grade beam pre-embedded bolt.
The present invention compared with prior art has the advantages that following main:
Due to being used single special construction channel-section steel as Os Draconis, in conjunction with the coupling beam of end, make the splicing of levels body of wall Do not rely on the connection between Os Draconis, different from multi-layer walls between the force modes that vertically run through of Os Draconis, the gravity of upper wall Act on coupling beam on the whole, lower floor's body of wall accepts the pressure of upper wall by the coupling beam of upper end, and uniform by lower end coupling beam Stress is passed to body of wall or the foundation beam of lower section by ground, makes the overall uniform force of body of wall, the Os Draconis of levels body of wall need not be right Together, and can stable connection, force structure greatly enhances, and anti-seismic performance is also significantly enhanced.
Brief description
Fig. 1 is one section of basic wall body structure schematic diagram.
Fig. 2 is the top view of Fig. 1.
Fig. 3 is channel-section steel keel structural representation front view.
Fig. 4 is the left view of Fig. 3.
Fig. 5 is the top view of Fig. 3.
Fig. 6 is levels wall connecting embodiment schematic diagram.
Fig. 7 is beam and coupling beam attachment structure schematic diagram.
Fig. 8 is coupling beam card structure axonometric chart.
Tu9Shi building beam coupling beam card structure axonometric chart.
Figure 10 is ground beam connection embodiment 1 structural upright schematic diagram.
Figure 11 is ground beam connection embodiment 1 structural section schematic diagram.
Figure 12 is ground beam connection embodiment 2 structural upright schematic diagram.
Figure 13 is channel-section steel keel and foundation connection structure schematic diagram.
In figure: 1. coupling beam, 2. channel-section steel keel, 3. body of wall precoated plate, 4. supporting plate, 5. rectangle indent web, 6. wing plate, 7. Side web, 8. intermediate plate, 9. beam, 10. side plate, 11. upper walls, 12. lower floor's bodies of wall, 14. coupling beam cards, 15. grooves, 16. dragons Bone rectangular channel, 17. ground beam connections, 18. connecting plates, the convex flap of 19. rectangles, 20.th floors beam coupling beam cards, 21. coupling beam plates, 22. Grade beam wing plate.
Specific embodiment
With reference to embodiment and accompanying drawing, the invention will be further described, but is not limited to following described content.
The channel-section steel keel assembled wall that the present invention provides, as shown in Figures 1 to 5, including basic wall section, this is basic for its structure Wall section include vertical spaced channel-section steel keel 2, channel-section steel keel upper and lower ends respectively the coupling beam 1 of lateral direction penetrating body of wall, And cover respectively in the body of wall precoated plate 3 in the whole face of body of wall in the both sides of body of wall.
Described channel-section steel keel 2, as shown in Figures 3 to 5, its both sides is parallel to be provided with a pair of wing plate 6 and connects one its structure To wing plate with end face web, wherein: web is provided with the indent concave between the side web 7 of both sides and an opposite side web 7 Web 5, makes the both sides of channel-section steel keel be symmetrically formed a pair of groove 15.Described indent web 5, its section is arc concave shape, square Shape indent, trapezoidal indent or wedge shape indent, in figure is rectangle indent.The pair of wing plate 6 is vertical with neighbouring side web 7 to be set Put.
As shown in Figure 3 and Figure 4, in the side web 7 of the both ends of channel-section steel keel 2 setting, its end sinks to arranging, and makes end Wing plate 6, side web 7 and indent web 5 vertically surrounding a pair of Os Draconis rectangular channel 16.
Described coupling beam 1, its width just embeds in Os Draconis rectangular channel 16, and its top surface is concordant with the end face of channel-section steel keel 2. Coupling beam 1 is close to the lateral surface of Os Draconis rectangular channel 16 and side web 7, can be fixedly connected coupling beam 1 and Os Draconis rectangle by screw Groove 16, thus be fixedly connected a pair of coupling beam 1 with channel-section steel keel 2 in one end of channel-section steel keel.
Described side web 7, as shown in Figure 3 and Figure 5, its lateral surface from the both ends of channel-section steel keel 2 to channel-section steel keel 2 Vertical bend, the part of outward bending is as supporting plate 4, this supporting plate 4 and coupling beam 1 mode connects for screw of coupling beam 1.According to above-mentioned knot Structure, simultaneously the end face of the top and bottom at basic wall end be respectively fixed with a pair of coupling beam 1, coupling beam 1 is fixing with channel-section steel keel 2.
As shown in fig. 6, in channel-section steel keel assembled wall, its upper wall 11 is straight with the adjacent coupling beam 1 of lower floor body of wall 12 Contact, and be connected by screw.
A kind of connected mode embodiment is: upper wall 11 embeds multiple flute profiles with the adjacent coupling beam 1 of lower floor body of wall 12 In coupling beam card 14, coupling beam card 14 is connected by screw with coupling beam 1.As shown in figure 8, coupling beam card 14 is by the parallel a pair of side plates in both sides With the intermediate plate being connected normal thereto composition, located at the same side of intermediate plate, section is c shape to a pair of side plates.
A kind of embodiment of coupling beam card 14 application is that faced by the notch of described coupling beam card 14, the side of wall section is embedding with coupling beam 1 Set connects.From lateral surface with the coupling beam of the fixing coupling beam card of mode connects for screw and levels.
The embodiment of another kind of coupling beam card application is, the notch of described coupling beam card 14 downwards and coupling beam 1 nested encryptions, coupling beam It is connected by screw between card 14 and coupling beam 1.
Fig. 7 is the connection embodiment of beam 9 and coupling beam 1, and beam 9 is placed in the top of coupling beam 1, and beam 9 passes perpendicularly through wall section, in beam 9 Both sides be respectively provided with a building beam coupling beam card 20.
Described building beam coupling beam card 20, as shown in figure 9, its two sides is side plate 10.Side plate 10 is same located at intermediate plate 8 Side and vertical with intermediate plate 8, during side plate horizontal positioned, the side plate 10 of upside turns down vertically upward as coupling beam plate 21.
Described coupling beam 1, as shown in fig. 7, it is embedded between a pair of side plates 10 of building beam coupling beam card 20, building beam coupling beam card Fitted with coupling beam 1 in 20 each face, beam 9 is close to by coupling beam plate 21, between building beam coupling beam card 20 and coupling beam 1, building beam coupling beam card 20 and beam 9 It is fixedly connected by screw.Thus levels body of wall is fixed as one.
See Figure 13, as the embodiment being connected with basis, pass through ground beam connection 17 between the body of wall of bottom and grade beam even Connect.
As shown in Figure 10 to Figure 12, described ground beam connection 17 be elongated section bar, cross section structure for both sides be a pair symmetrical The convex flap of rectangle 19 of setting.
The structure of a kind of ground beam connection 17 is as shown in Figure 10,11: the horizontal abduction in a pair of rectangle convex flap 19 outside It is for a pair the grade beam wing plate 22 contacting with grade beam, between the convex flap of a pair of rectangle of here 19, be integrally formed with one piece of connecting plate 18.
As shown in figure 12, its cross section structure is the symmetrically arranged rectangle of a pair of separated to the structure of another kind of ground beam connection 17 Convex flap 19, the both sides of the convex flap of a pair of rectangle of here 19 are equipped with the grade beam wing plate 22 contacting with grade beam.
As shown in figure 13, when being connected with grade beam, the convex flap 19 of a pair of rectangle just embeds a pair of channel-section steel keel 2 bottom In Os Draconis rectangular channel 16, the side of the convex flap of this rectangle 19 is connected with the ala lateralis plate bolt of Os Draconis rectangular channel 16, this rectangle The top surface of convex flap 19 is connected with supporting plate 4 by bolt;A pair of grade beam wing plate 22 is connected with grade beam pre-embedded bolt.Thus will Body of wall is fixedly connected with basic grade beam.
The channel-section steel keel assembled wall that the present invention provides, the both sides also including body of wall cover respectively in the body of wall in the whole face of body of wall Precoated plate 3, it is prior art.
It can be seen that, the present invention is used single special construction channel-section steel as Os Draconis, in conjunction with the coupling beam of end, makes levels body of wall Splicing do not rely on connection between Os Draconis, therefore, the stress of lower floor's body of wall acts on coupling beam on the whole, and lower floor's body of wall passes through The coupling beam of upper end accepts the pressure of upper wall, and stress equably passes to body of wall or the basis of lower section by lower end coupling beam Beam, is the overall uniform force of body of wall, and the Os Draconis of levels body of wall need not align, and can stable connection, force structure is greatly Strengthen, anti-seismic performance is also significantly enhanced.

Claims (10)

1. a kind of channel-section steel keel assembled wall it is characterised in that: the wall section of described assembled wall includes vertically spaced groove Steel joist (2), channel-section steel keel the upper and lower ends respectively coupling beam (1) of lateral direction penetrating body of wall and in the both sides of body of wall respectively Cover the body of wall precoated plate (3) in the whole face of body of wall;
Described channel-section steel keel (2) is provided with a pair of wing plate (6) that both sides be arranged in parallel and connects a pair of wing plate web with end face, It is provided with the indent abdomen concave between the side web (7) of both sides and an opposite side web (7) in the described web between a pair of wing plate Plate (5), makes the both sides of channel-section steel keel be symmetrically formed a pair of groove (15);
At the both ends of channel-section steel keel (2), the end on described side web (7) sinks to arranging, and makes wing plate (6), the side web of end And indent web (5) is vertically surrounding a pair of Os Draconis rectangular channel (16) (7);
The width of described coupling beam (1) just embeds in Os Draconis rectangular channel (16), and is fixedly connected by screw with Os Draconis.
2. channel-section steel keel assembled wall according to claim 1 it is characterised in that: the section of described indent web (5) is Arc concave shape, rectangle indent, trapezoidal indent or wedge shape indent.
3. channel-section steel keel assembled wall according to claim 1 it is characterised in that: side web (7) is in described channel-section steel keel (2) both ends vertically bend to the lateral surface of channel-section steel keel (2), and the part of outward bending is as the supporting plate of coupling beam (1) (4), this supporting plate and coupling beam (1) mode connects for screw.
4. channel-section steel keel assembled wall according to claim 1 is it is characterised in that described coupling beam (1), its top surface and groove The end face of steel joist (2) is concordant;Coupling beam (1) is close to the lateral surface of Os Draconis rectangular channel (16) and side web (7), and passes through Screw is fixedly connected this coupling beam (1) and Os Draconis rectangular channel (16), and the every one end making channel-section steel keel will be imperial with channel-section steel for a pair of coupling beam (1) Bone (2) is fixedly connected.
5. channel-section steel keel assembled wall according to claim 1 it is characterised in that: in this channel-section steel keel assembled wall, its Adjacent coupling beam (1) directly contact of upper wall (11) and lower floor's body of wall (12) is simultaneously connected by screw.
6. channel-section steel keel assembled wall according to claim 5 it is characterised in that: upper wall (11) and lower floor's body of wall (12) adjacent coupling beam (1) embeds in the coupling beam card (14) of multiple flute profiles, and coupling beam card (14) is connected by screw with coupling beam (1); Described coupling beam card (14), it is made up of with the intermediate plate (8) being connected normal thereto the parallel a pair of side plates in both sides (10), a pair Located at the same side of intermediate plate (8), section is c shape to side plate (10).
7. channel-section steel keel assembled wall according to claim 6 is it is characterised in that described coupling beam card (14), its notch face Side to wall section and coupling beam (1) nested encryptions;Or, its notch downwards and coupling beam (1) nested encryptions, and with coupling beam (1) It is connected by screw.
8. channel-section steel keel assembled wall according to claim 1 it is characterised in that: beam (9) is placed in the top of coupling beam (1), Beam (9) passes perpendicularly through wall section, is respectively provided with building beam coupling beam card (20) in the both sides of beam (9), and described building beam coupling beam card (20) sets Have intermediate plate (8), coupling beam plate (21) and a pair of side plates (10), a pair of side plates (10) located at the same side of intermediate plate (8) and with Between plate (8) vertical, the side plate (10) of side vertically outwards turns down as coupling beam plate (21), and described coupling beam (1) embeds described building beam even Between a pair of side plates (10) of beam card (20), coupling beam plate (21) is close to beam (9), building beam coupling beam card (20) and coupling beam (1), Lou Lianglian It is fixedly connected by screw between beam card (20) and beam (9).
9. channel-section steel keel assembled wall according to claim 1 is it is characterised in that in this channel-section steel keel assembled wall, its bottom It is connected by ground beam connection (17) between the body of wall of layer and grade beam;Described ground beam connection (17) is elongated section bar, and section is tied Structure is the convex flap (19) of a pair symmetrically arranged rectangle for both sides, the outside horizontal abduction one of the convex flap (19) of a pair of rectangle To the grade beam wing plate (22) contacting with grade beam, between the convex flap (19) of a pair of rectangle, it is integrally formed with one piece of connecting plate (18), or The convex flap of a pair of rectangle of person (19) is separately positioned.
10. channel-section steel keel assembled wall according to claim 9 is it is characterised in that the convex flap of rectangle described in a pair (19) Just embed in a pair of Os Draconis rectangular channel (16) of channel-section steel keel (2) bottom, the side of the convex flap of rectangle (19) and Os Draconis square The ala lateralis plate bolt of shape groove (16) connects, and a pair of grade beam wing plate (22) is connected with grade beam pre-embedded bolt.
CN201610895719.5A 2016-10-12 2016-10-12 A kind of channel-section steel keel assembled wall Active CN106368350B (en)

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11166305A (en) * 1997-12-04 1999-06-22 Shoji Matsuzawa Handrail wall structure
CN1458359A (en) * 2003-05-20 2003-11-26 胡永生 M-Shaped light steel member for integrated building and integrated wall
CN102127930A (en) * 2010-07-19 2011-07-20 曾庆胜 Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall
CN202658765U (en) * 2012-05-30 2013-01-09 福建省泷澄建设集团有限公司 Keel framework concrete anti-crack filling wall
CN102995790A (en) * 2012-12-07 2013-03-27 武汉理工大学 Capped steel keel and light concrete combined wall
KR20130139627A (en) * 2012-06-13 2013-12-23 주식회사 포스코 Steel plate shear wall structure using block assembly
CN104594532A (en) * 2015-01-13 2015-05-06 沈阳建筑大学 Connecting structure for light steel keel internal parting wall and steel beam
CN206174196U (en) * 2016-10-12 2017-05-17 武汉理工大学 Channel -section steel fossil fragments combination wall body

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11166305A (en) * 1997-12-04 1999-06-22 Shoji Matsuzawa Handrail wall structure
CN1458359A (en) * 2003-05-20 2003-11-26 胡永生 M-Shaped light steel member for integrated building and integrated wall
CN102127930A (en) * 2010-07-19 2011-07-20 曾庆胜 Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall
CN202658765U (en) * 2012-05-30 2013-01-09 福建省泷澄建设集团有限公司 Keel framework concrete anti-crack filling wall
KR20130139627A (en) * 2012-06-13 2013-12-23 주식회사 포스코 Steel plate shear wall structure using block assembly
CN102995790A (en) * 2012-12-07 2013-03-27 武汉理工大学 Capped steel keel and light concrete combined wall
CN104594532A (en) * 2015-01-13 2015-05-06 沈阳建筑大学 Connecting structure for light steel keel internal parting wall and steel beam
CN206174196U (en) * 2016-10-12 2017-05-17 武汉理工大学 Channel -section steel fossil fragments combination wall body

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