CN206174196U - Channel -section steel fossil fragments combination wall body - Google Patents
Channel -section steel fossil fragments combination wall body Download PDFInfo
- Publication number
- CN206174196U CN206174196U CN201621120547.6U CN201621120547U CN206174196U CN 206174196 U CN206174196 U CN 206174196U CN 201621120547 U CN201621120547 U CN 201621120547U CN 206174196 U CN206174196 U CN 206174196U
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- China
- Prior art keywords
- channel
- section steel
- coupling beam
- pair
- steel keel
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Abstract
The utility model relates to a channel -section steel fossil fragments combination wall body, the wall section of this wall body includes channel -section steel fossil fragments that vertical interval set up, transversely link up company's roof beam of wall body respectively and cover the wall body prefabricated plate of locating the whole face of wall body in the both sides of wall body respectively at the upper and lower both ends of channel -section steel fossil fragments, in lian liang's width just in time imbedded the fossil fragments rectangular channel, lianliang passed through screw fixed connection with the fossil fragments rectangular channel, attending between the wall body of lower floor company's roof beam of attending lower floor's wall body with two calories of fixed connection in the company of C shape, make and attend lower floor's wall body the company is as an organic whole firmly, and the wall body atress being even, bearing and anti -seismic performance strengthen greatly.
Description
Technical field
This utility model is related to building construction technology, specifically a kind of channel-section steel keel assembled wall.
Background technology
Light steel wall Os Draconis are general using live wet construction with during Combined concrete, 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.
The content of the invention
Technical problem to be solved in the utility model is：A kind of channel-section steel keel faced wall is provided to solve the above problems
Body, makes tier building building assemble using full-dry method, while levels wall connecting is firm, anti-seismic performance is good, and easy to assembly
Quickly.
This utility model solves its technical problem using following technical scheme：
The channel-section steel keel assembled wall that this utility model is provided, its wall section include vertical spaced channel-section steel keel,
The upper and lower ends of channel-section steel keel the coupling beam of lateral direction penetrating body of wall and are covered respectively in the whole face of body of wall respectively in the both sides of body of wall
Body of wall precoated plate；
The channel-section steel keel is provided with the web of a pair of wing plates that both sides be arranged in parallel and a pair of wing plates of connection with end face,
The web between a pair of wing plates is provided with the indent web concaved 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 grooves；
At the both ends of channel-section steel keel, the end of the 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 channels；
The width of the coupling beam is just embedded in Os Draconis rectangular channel, and is fixedly connected by screw with Os Draconis.
The section of the indent web is arc concave shape, rectangle indent, trapezoidal indent or wedge shape indent.
The side web vertically bends at the both ends of the channel-section steel keel to the lateral surface of channel-section steel keel, outward bending
Partly as the supporting plate of coupling beam, the 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；Lateral surface and side of the coupling beam with Os Draconis rectangular channel
Web is close to, and is fixedly connected the coupling beam and Os Draconis rectangular channel by screw, makes every one end of channel-section steel keel by a pair of coupling beams
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 is embedded 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 the parallel a pair of side plates in both sides with the intermediate plate being connected normal thereto, and one
To side plate located at the same side of intermediate plate, section is C-shaped.
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 in the top of coupling beam), beam passes perpendicularly through wall section, and in the both sides of beam a building beam coupling beam card, institute are respectively provided with
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, vertically outwards turnover is coupling beam plate to the side plate of side, and the coupling beam is embedded between a pair of side plates of the building beam coupling beam card,
Coupling beam plate is close to beam, 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, by ground beam connection connection between the body of wall and grade beam of its bottom；Institute
It is elongated section bar to state ground beam connection, and cross section structure is the convex flap of a pair symmetrically arranged rectangles for both sides, on a pair of rectangles
The grade beam wing plate that the outside horizontal abduction of convex flap is contacted for a pair with grade beam, between the convex flap of a pair of rectangles one piece is integrally formed with
Connecting plate, or the convex flap of a pair of rectangles is separately positioned.
The convex flap of rectangle described in a pair is just embedded in a pair of Os Draconis rectangular channels 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 plates are connected with grade beam pre-embedded bolt.
This utility model has the advantages that compared with prior art following main：
, as Os Draconis, with reference to the coupling beam of end, the splicing of levels body of wall is made due to using single special construction channel-section steel
The connection between Os Draconis is not relied on, different from the force modes that Os Draconis between multi-layer walls vertically run through, 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 the body of wall or foundation beam of lower section on ground, makes the overall uniform force of body of wall, and 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.
Description of the drawings
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 buildings beam coupling beam card structure axonometric chart.
Figure 10 is the structural upright schematic diagram of ground beam connection embodiment 1.
Figure 11 is the structural section schematic diagram of ground beam connection embodiment 1.
Figure 12 is the structural upright schematic diagram of ground beam connection embodiment 2.
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. is imperial
Bone rectangular channel, 17. ground beam connections, 18. connecting plates, the convex flap of 19. rectangles, 20. buildings beam coupling beam cards, 21. coupling beam plates, 22.
Grade beam wing plate.
Specific embodiment
With reference to embodiment and accompanying drawing, the utility model is described in further detail, but is not limited to following described interior
Hold.
The channel-section steel keel assembled wall that this utility model is provided, as shown in Figures 1 to 5, including basic wall section should for its structure
Basic wall section includes vertical spaced channel-section steel keel 2, distinguishes the company of lateral direction penetrating body of wall in the upper and lower ends of channel-section steel keel
Beam 1 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 plates 6 and connection one to its structure
To wing plate with end face web, wherein：Web is provided with the indent concaved between the opposite side web 7 of side web 7 and of both sides
Web 5, the both sides for making channel-section steel keel are symmetrically formed a pair of grooves 15.Described indent web 5, its section is arc concave shape, square
Shape indent, trapezoidal indent or wedge shape indent, are rectangle indent in figure.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, the side web 7 for arranging at the both ends of channel-section steel keel 2, 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 channels 16.
Described coupling beam 1, its width is just embedded 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 and side web 7 of Os Draconis rectangular channel 16, can be fixedly connected coupling beam 1 and Os Draconis rectangle by screw
Groove 16, so as to be fixedly connected a pair of coupling beams 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 bending, the part of outward bending as coupling beam 1 supporting plate 4, the supporting plate 4 and the 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 beams 1, coupling beam 1 is fixed 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 is embedded in 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 composition being connected normal thereto, located at the same side of intermediate plate, section is C-shaped to a pair of side plates.
A kind of embodiment of the application of coupling beam card 14 is that the notch of the coupling beam card 14 is embedding with coupling beam 1 in the face of the side of wall section
Set connection.The coupling beam of coupling beam card and levels is fixed with mode connects for screw from lateral surface.
The embodiment of another kind of coupling beam card application is, the notch of the coupling beam card 14 downwards with the nested encryptions of coupling beam 1, 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 is turned 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
20 each face is fitted with coupling beam 1, and coupling beam plate 21 is close to beam 9, 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.So as to levels body of wall be fixed as one.
See Figure 13, as the embodiment being connected with basis, connected by ground beam connection 17 between the body of wall and grade beam of bottom
Connect.
As shown in Figure 10 to Figure 12, described ground beam connection 17 is elongated section bar, and cross section structure is symmetrical a pair for both sides
The convex flap 19 of rectangle of setting.
The structure of a kind of ground beam connection 17 is as shown in Figure 10,11：The horizontal abduction in the convex outside of flap 19 of a pair of rectangles
A pair is the grade beam wing plate 22 contacted with grade beam, and between the convex flap 19 of a pair of rectangles of here one piece of connecting plate 18 is integrally formed with.
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 19 of a pair of rectangles of here are equipped with the grade beam wing plate 22 contacted with grade beam.
As shown in figure 13, when being connected with grade beam, the convex flap 19 of a pair of rectangles is just embedded in a pair of the bottom of channel-section steel keel 2
In Os Draconis rectangular channel 16, the side of the convex flap 19 of the rectangle is connected with the ala lateralis plate bolt of Os Draconis rectangular channel 16, the rectangle
The top surface of convex flap 19 is connected by bolt with supporting plate 4；A pair of grade beam wing plates 22 are connected with grade beam pre-embedded bolt.So as to incite somebody to action
Body of wall is fixedly connected with basic grade beam.
The channel-section steel keel assembled wall that this utility model is provided, the also both sides including body of wall are covered respectively in the whole face of body of wall
Body of wall precoated plate 3, it is prior art.
It can be seen that, this utility model uses single special construction channel-section steel as Os Draconis, with reference to the coupling beam of end, makes levels
The splicing of body of wall does not rely on the connection between Os Draconis, therefore, the stress of lower floor's body of wall acts on coupling beam on the whole, lower floor's body of wall
The pressure of upper wall is accepted by the coupling beam of upper end, and by lower end coupling beam equably by stress pass to lower section body of wall or
Foundation 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
Greatly enhance, 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 the assembled wall includes vertical spaced groove
Steel joist (2), channel-section steel keel upper and lower ends distinguish lateral direction penetrating body of wall coupling beam (1) and body of wall both sides distinguish
Cover the body of wall precoated plate (3) in the whole face of body of wall；
The channel-section steel keel (2) is provided with the web of a pair of wing plates (6) that both sides be arranged in parallel and a pair of wing plates of connection with end face,
The web between a pair of wing plates is provided with the indent abdomen concaved between the side web (7) of both sides and an opposite side web (7)
Plate (5), the both sides for making channel-section steel keel are symmetrically formed a pair of grooves (15)；
At the both ends of channel-section steel keel (2), the end of the 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 channels (16) (7)；
The width of the coupling beam (1) is just embedded 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 the 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 the channel-section steel keel
(2) both ends to the lateral surface of channel-section steel keel (2) vertically bends, the supporting plate of the part of outward bending as coupling beam (1)
(4), the supporting plate and coupling beam (1) mode connects for screw.
4. channel-section steel keel assembled wall according to claim 1, 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 and side web (7) of Os Draconis rectangular channel (16), and passes through
Screw is fixedly connected the coupling beam (1) and Os Draconis rectangular channel (16), makes every one end of channel-section steel keel that a pair of coupling beams (1) are imperial with channel-section steel
Bone (2) is fixedly connected.
5. channel-section steel keel assembled wall according to claim 1, it is characterised in that：In the 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) is embedded 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 the parallel a pair of side plates in both sides (10) with the intermediate plate (8) being connected normal thereto, a pair
Located at the same side of intermediate plate (8), section is C-shaped to side plate (10).
7. channel-section steel keel assembled wall according to claim 6, it is characterised in that described coupling beam card (14), its notch face
Side and coupling beam (1) nested encryptions to wall section；Or, its notch downwards with 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, and in the both sides of beam (9) building beam coupling beam card (20) is respectively provided with, and the building beam coupling beam card (20) sets
There are intermediate plate (8), coupling beam plate (21) and a pair of side plates (10), a pair of side plates (10) is located at the same side of intermediate plate (8) and with
Between plate (8) it is vertical, the vertical outwards turnover of side plate (10) of side is coupling beam plate (21), and the embedded building beam of the coupling beam (1) connects
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, it is characterised in that in the channel-section steel keel assembled wall, its bottom
By ground beam connection (17) connection between the body of wall and grade beam of layer；Described ground beam connection (17) is elongated section bar, and section is tied
Structure is the convex flap (19) of a pair symmetrically arranged rectangles for both sides, the outside horizontal abduction one of the convex flap (19) of a pair of rectangles
Pair grade beam wing plate (22) contacted with grade beam, between the convex flap (19) of a pair of rectangles one piece of connecting plate (18) is integrally formed with, or
The convex flap of a pair of rectangles of person (19) are separately positioned.
10. channel-section steel keel assembled wall according to claim 9, it is characterised in that the convex flap of rectangle described in a pair (19)
Just it is embedded in a pair of Os Draconis rectangular channels (16) of channel-section steel keel (2) bottom, side and the Os Draconis square of the convex flap of rectangle (19)
The ala lateralis plate bolt connection of shape groove (16), a pair of grade beam wing plates (22) are connected with grade beam pre-embedded bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621120547.6U CN206174196U (en) | 2016-10-12 | 2016-10-12 | Channel -section steel fossil fragments combination wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621120547.6U CN206174196U (en) | 2016-10-12 | 2016-10-12 | Channel -section steel fossil fragments combination wall body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206174196U true CN206174196U (en) | 2017-05-17 |
Family
ID=58677667
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621120547.6U Expired - Fee Related CN206174196U (en) | 2016-10-12 | 2016-10-12 | Channel -section steel fossil fragments combination wall body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206174196U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368350A (en) * | 2016-10-12 | 2017-02-01 | 武汉理工大学 | U-steel keel composite wall |
| CN107130684A (en) * | 2017-05-26 | 2017-09-05 | 北京北玻硅巢技术有限公司 | A kind of fabricated structure and its construction method |
| CN110206196A (en) * | 2019-07-09 | 2019-09-06 | 捷瑞特（天津）新型建材科技有限公司 | The connecting joint structure of assembling type partition wall structure and partition wall module and metope |
-
2016
- 2016-10-12 CN CN201621120547.6U patent/CN206174196U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368350A (en) * | 2016-10-12 | 2017-02-01 | 武汉理工大学 | U-steel keel composite wall |
| CN106368350B (en) * | 2016-10-12 | 2019-01-04 | 武汉理工大学 | A kind of channel-section steel keel assembled wall |
| CN107130684A (en) * | 2017-05-26 | 2017-09-05 | 北京北玻硅巢技术有限公司 | A kind of fabricated structure and its construction method |
| CN110206196A (en) * | 2019-07-09 | 2019-09-06 | 捷瑞特（天津）新型建材科技有限公司 | The connecting joint structure of assembling type partition wall structure and partition wall module and metope |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170517 Termination date: 20181012 |
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| CF01 | Termination of patent right due to non-payment of annual fee |