CN207469520U - The structure that a kind of steel structure keel is combined with concrete prefabricated hanging plate - Google Patents
The structure that a kind of steel structure keel is combined with concrete prefabricated hanging plate Download PDFInfo
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- CN207469520U CN207469520U CN201721059261.6U CN201721059261U CN207469520U CN 207469520 U CN207469520 U CN 207469520U CN 201721059261 U CN201721059261 U CN 201721059261U CN 207469520 U CN207469520 U CN 207469520U
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- hanging plate
- concrete prefabricated
- steel structure
- concrete
- hook
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Abstract
The utility model proposes the structure that a kind of steel structure keel is combined with concrete prefabricated hanging plate, including steel structure keel and concrete prefabricated hanging plate；Steel structure keel surface is equipped with multiple punching holes being stamped and formed out and punching press protrusion；Concrete prefabricated hanging plate includes the hanging plate connected by concrete and hanging plate connector；Hanging plate connector includes the reinforcing plate of hook and fixed hook, and the bottom side of hook is equipped with the card slot parallel with reinforcing plate；Punching hole is inserted into the free end of hook, and passes through card slot and connect with punching hole bottom side inlay card.In this application, the integrated design of hook and reinforcing plate increases the horizontal loading ability to take the burden of hanging plate connector, and reinforcing plate is as the concealed beam structure in concrete prefabricated hanging plate；Punching press protrusion and the concreting being stamped and formed out on steel structure keel are fixed, and punching press protrusion is made to play the role of peg, avoid the stud peg separately welded；Punching hole and hanging plate connector jointing clip, convenient for the fixation of concrete prefabricated hanging plate.
Description
Technical field
It is combined the utility model is related to field of steel structure more particularly to a kind of steel structure keel with concrete prefabricated hanging plate
Structure.
Background technology
Traditional shear wall structure is to replace the beam column in frame structure with reinforced concrete wall panel, to undertake all kinds of lotuses
Internal force caused by load, and can effective control structure horizontal force, it is this to bear vertical and horizontal force with reinforced concrete wall panel
Structure be known as shear wall structure.This shear wall structure is largely used in high-story house.
Shear wall structure refers to the structure of all structural walls of vertical and horizontal major bearing structures.When wall is in building
In suitable position when, they can form a kind of structural system for being effective against horizontal force, meanwhile, and can play to space
Segmentation acts on.The height of structural wall is generally equal with the height in entire house, from basis until roof, height is up to tens meters
Or more than 100 meters；Its width is then depending on the arrangement of architectural plane, generally several meters to more than ten meters.In contrast, its thickness is then
It is very thin, 200~300mm is typically only, it is minimum up to 160mm even smallers.Therefore, anti-side of the structural wall in its wall body plane
It is very big to move rigidity, and its wall body out of plane stiffness very little, generally it can be ignored.So most water on building
Flat effect or horizontal shear are typically assigned on structural wall.
In the composite structure of steel construction and concrete, usually in surface of steel plate welding screw peg, make steel plate and coagulation
Native preferably connection forms whole.This causes surface of steel plate to need to weld a large amount of stud peg, this needs manual operation, can not
Large batch of welding, the waste of human resources are carried out by machine.
In recent years, stone material plaque dry-hanging is developed popularization to the principle and technology of stone material dry-hanging method.Its principle be
Main stress point is set in agent structure, stone material is fixed on building by metal hanger, forms stone decoration.At present, stone
The cladding specific practice of material, (or the later stage is by being implanted into chemical anchors for a large amount of embedded iron parts of indwelling typically on concrete body
Bolt), then installing metal joist by embedded iron parts fixes pendant, separating size according to stone material needs setting a large amount of vertically and horizontally imperial
Bone；In view of durable and corrosion, usual keel also need to make zinc-plated and preservative treatment；In high building, such construction is height
Sky construction, needs to set up a large amount of scaffolding works；Meanwhile the construction of built-in fitting or chemical anchor bolts, it is stringenter to constructing operation,
The influence that the construction parties such as depth, hole cleaning, dowel built-in length are punched in face of intensity is very big, careless slightly to be easy to leave
Security risk；
Utility model content
The purpose of this utility model is to provide for the structure that a kind of steel structure keel is combined with concrete prefabricated hanging plate, keeps away
Exempt from the welding of stud peg while carry out plug-in hanging plate with more succinct method.
To achieve these goals, the utility model proposes the knots that a kind of steel structure keel is combined with concrete prefabricated hanging plate
Structure, steel structure keel and concrete prefabricated hanging plate including prefabricated punching；
The side wall of the steel structure keel be equipped with multiple punching holes, the side of the punching hole have be stamped and formed out it is corresponding
Punching press protrusion, the steel structure keel be equipped with the punching press protrusion side poured concrete；
The concrete prefabricated hanging plate include hanging plate and hanging plate connector, the hanging plate connector by concrete with it is described
Hanging plate is connected；
The hanging plate connector includes the reinforcing plate of hook and fixed hook, and the hook is vertical at the reinforcing plate
Side, the bottom side of the hook are equipped with the card slot parallel with the reinforcing plate；The punching hole is inserted into the free end of the hook,
And it is connect by the card slot with the punching hole bottom side inlay card.
Further, in the structure combined in the steel structure keel with concrete prefabricated hanging plate, from the steel construction
Keel to insulating layer and concrete layer is equipped with successively between the hanging plate, and the reinforcing plate is embedded in the concrete layer.
Further, in the structure combined in the steel structure keel with concrete prefabricated hanging plate, the concrete layer
Inside it is equipped with reinforced mesh.
Further, in the structure combined in the steel structure keel with concrete prefabricated hanging plate, the steel construction dragon
Bone builds what is spliced and combined by one or more in steel pipe or steel plate.
Further, in the structure combined in the steel structure keel with concrete prefabricated hanging plate, the punching hole
Concrete shape is rectangle, semicircle, inverse gourd shaped or hourglass shape.
Further, in the structure combined in the steel structure keel with concrete prefabricated hanging plate, the concrete is pre-
At least provided with two hanging plate connectors on hanging plate processed.
Further, in the structure combined in the steel structure keel with concrete prefabricated hanging plate, in the reinforcing plate
At least connect there are two linking up with, the hook is symmetrical in the reinforcing plate and is intervally arranged.
Further, in the structure combined in the steel structure keel with concrete prefabricated hanging plate, the width of the card slot
Degree is bigger 2mm than the thickness of the punching hole.
Further, in the structure combined in the steel structure keel with concrete prefabricated hanging plate, which is characterized in that institute
The free end of hook is stated in step-like.
Compared with prior art, the beneficial effects of the utility model are mainly reflected in：
1. the integrated design of hook and reinforcing plate makes hanging plate connector have better horizontal loading ability to take the burden, simultaneously
Reinforcing plate can be as the concealed beam structure in concrete prefabricated hanging plate；
2. the corresponding punching press protrusion formed while on steel structure keel by forming punching hole, using punching press protrusion with
Concreting is fixed, and punching press protrusion is made to play the role of peg, avoids the stud peg in addition welded, reduces process；
3. punching hole can serve as the fixation vacancy of the hanging plate connector of concrete prefabricated hanging plate simultaneously, connect convenient for fixed hanging plate
Fitting.
Further, in the utility model, also there are following advantageous effects：
1. reinforced mesh meets the reality of concrete prefabricated hanging plate stress as the concealed beam structure in concrete prefabricated hanging plate
Situation, it is rational in infrastructure, make concrete prefabricated hanging plate that there is stronger bearing capacity；
2. cladding panel structure is reasonable, can be used as the template of internal casting concrete；
3. the stepped design of hooked ends makes hook preferably penetrate smaller punching hole；
4. concrete surface can make various building decorative effects, the facade of building is enriched.
Description of the drawings
Fig. 1 is the structure diagram that steel structure keel is combined with concrete prefabricated hanging plate in the present embodiment.
Fig. 2 is the mounting structure sectional view of hanging plate connector in Fig. 1；
Fig. 3 is the structure diagram of hanging plate connector in Fig. 1；
Fig. 4 is the mounting structure sectional view of concrete prefabricated hanging plate in Fig. 1；
Fig. 5 is the three-dimensional structure diagram of concrete prefabricated hanging plate in Fig. 1；
Fig. 6 is the structure diagram of punching hole on the present embodiment light plate；
Fig. 7 is the structure diagram of punching hole on steel pipe in the present embodiment；
Fig. 8 is the structure diagram of punching hole on steel pipe bundle in the present embodiment；
Fig. 9 is the structure diagram of steel pipe column combination upper punching hole in interval in the present embodiment；
Figure 10 to Figure 13 is several structure diagrams of punching hole in the utility model.
Specific embodiment
The knot combined below in conjunction with schematic diagram to a kind of steel structure keel of the utility model with concrete prefabricated hanging plate
Structure is described in more detail, and which show the preferred embodiments of the utility model, it should be appreciated that those skilled in the art can
To change the utility model described here, and still realize the advantageous effects of the utility model.Therefore, description below should be by
It is interpreted as the widely known of those skilled in the art, and is not intended as the limitation to the utility model.
For clarity, whole features of practical embodiments are not described.In the following description, it is not described in detail well known function
And structure, because they can make the utility model chaotic due to unnecessary details.It will be understood that in any practical embodiments
Exploitation in, it is necessary to make a large amount of implementation details to realize the specific objective of developer, such as according to related system or related quotient
The limitation of industry changes into another embodiment by one embodiment.Additionally, it should think this development may be it is complicated and
It is time-consuming, but it is only to those skilled in the art routine work.
The utility model is more specifically described by way of example with reference to attached drawing in the following passage.According to following explanation and power
The advantages of sharp claim, the utility model and feature will become apparent from.It should be noted that attached drawing using very simplified form and
Using non-accurate ratio, only to purpose that is convenient, lucidly aiding in illustrating the utility model embodiment.
As shown in Figure 1, the utility model proposes the structure that a kind of steel structure keel is combined with concrete prefabricated hanging plate, packet
Include the steel structure keel 1 of prefabricated punching and concrete prefabricated hanging plate 2.
Specifically, the side wall of steel structure keel 1 is equipped with multiple punching holes 11, the side of punching hole 11 has what is be stamped and formed out
Corresponding punching press protrusion 12, the side that steel structure keel 1 is equipped with the punching press protrusion 12 have poured concrete.
As shown in Figure 1 to Figure 3, concrete prefabricated hanging plate 2 includes hanging plate 21 and hanging plate connector 22, and hanging plate connector 22 is logical
Concrete is crossed with hanging plate 21 to be connected.Specifically, hanging plate connector 22 includes the reinforcing plate 222 of hook 221 and fixed hook 221,
Hook 221 is vertical at the side of reinforcing plate 222, and the bottom side for linking up with 221 is equipped with the card slot 223 parallel with reinforcing plate 222；Hook
Punching hole 11 is inserted into 221 free end, and passes through card slot 223 and connect with 11 bottom side inlay card of punching hole.
Further, as shown in Figure 2 to Figure 3, in the present embodiment, at least provided with two extensions on concrete prefabricated hanging plate 2
Plate connector 22, and two hooks 221 are at least connected in reinforcing plate 222, the hook 221 it is symmetrical in reinforcing plate 222 and
Every arrangement, there is stability.The integrated design of hook 221 and reinforcing plate 222 makes hanging plate connection 22 have better horizontal lotus
Ability to take the burden is carried, reinforcing plate 222 can increase the crushing resistance of wall as the concealed beam structure in concrete prefabricated hanging plate 2.Hook
221 free end is in step-like, and the width of card slot 223 is bigger 2mm than the thickness of punching hole 11, hook 221 can be convenient for be inserted into punching
Press hole 11 in, make card slot 223 easily plug-in card in 11 bottom side of punching hole.
Meanwhile as shown in Fig. 4 to Fig. 5, from steel structure keel 1 to being equipped with insulating layer 23 and mixed the hanging plate 21 successively
Solidifying soil layer 24, and reinforcing plate 222 is embedded in concrete layer 24, while reinforced mesh 25 is equipped in concrete layer 24.Reinforcing bar
Mesh sheet 25 meets the actual conditions of concrete prefabricated 2 stress of hanging plate, structure as the concealed beam structure in concrete prefabricated hanging plate 2
Rationally, make concrete prefabricated hanging plate 2 that there is stronger bearing capacity, 24 wall crazing of concrete layer can be avoided well, increase wall
The crushing resistance of body.Meanwhile a variety of thermal insulation materials may be used in insulating layer 23, wall heat insulation material includes organic, and (such as benzene plate is gathered
Benzene plate, extruded sheet, polystyrene foam plate, hard foam polyurethane, makrolon and phenolic aldehyde etc.), inorganic (such as perlite water
Mud plate, foamed cement board, composition silicate, rock wool, steam pressure sand aerated concrete block, conventional vacuum mortar etc.) and composite wood
Expect class (such as metal battenboard, core material are polyphenyl, glass bead, granular polystyrene).
Further, steel structure keel 1 builds what is spliced and combined by one or more in steel pipe or steel plate, specifically
Steel structure keel 1 include but not limited to four kinds of forms as shown in Figures 6 to 9.Steel structure keel 1 shown in fig. 6 is by steel
The integrally formed planar structure of plate；Fig. 7 displayings are the steel structure keel 1 that independent steel pipe is formed；Fig. 8 is closely spelled for multiple steel pipes
Gather the steel pipe bundle formed steel construction keel 1 to be formed；Fig. 9 displayings are the steel knot formed by the spaced apart steel pipe that batten plate connects
Structure keel 1.
And as shown in Figure 10 to Figure 13, the concrete shape of punching hole 11 can according to connection and stress it needs to be determined that,
Preferably rectangle, semicircle, inverse gourd shaped or hourglass shape, the concrete shape of punching hole 11 can be selected there are many different shapes
It selects, is not limited in four kinds of shape and structures shown in Figure 10 to Figure 13, the similar structure that can reach same effect can be used.
To sum up, in the present embodiment, a kind of steel structure keel of proposition has with the structure that concrete prefabricated hanging plate combines
Advantages below：
1. the integrated design of hook and reinforcing plate makes hanging plate connector have better horizontal loading ability to take the burden, simultaneously
Reinforcing plate can be as the concealed beam structure in concrete prefabricated hanging plate；
2. the corresponding punching press protrusion formed while on steel structure keel by forming punching hole, using punching press protrusion with
Concreting is fixed, and punching press protrusion is made to play the role of peg, avoids the stud peg in addition welded, reduces process；
3. punching hole can serve as the fixation vacancy of the hanging plate connector of concrete prefabricated hanging plate simultaneously, connect convenient for fixed hanging plate
Fitting.
Further, in the utility model, also there are following advantageous effects：
1. reinforced mesh meets the reality of concrete prefabricated hanging plate stress as the concealed beam structure in concrete prefabricated hanging plate
Situation, it is rational in infrastructure, make concrete prefabricated hanging plate that there is stronger bearing capacity；
2. cladding panel structure is reasonable, can be used as the template of internal casting concrete；
3. the stepped design of hooked ends makes hook preferably penetrate smaller punching hole；
4. concrete surface can make various building decorative effects, the facade of building is enriched.
The preferred embodiment of the utility model is above are only, does not play the role of any restrictions to the utility model.
Any person of ordinary skill in the field, in the range of the technical solution of the utility model is not departed from, to the utility model
The technical solution and technology contents of exposure make the variations such as any type of equivalent replacement or modification, belong to without departing from the utility model
Technical solution content, still fall within the scope of protection of the utility model.
Claims (9)
- A kind of 1. structure that steel structure keel is combined with concrete prefabricated hanging plate, which is characterized in that the steel knot including prefabricated punching Structure keel and concrete prefabricated hanging plate；The side wall of the steel structure keel is equipped with multiple punching holes, and there is the corresponding punching being stamped and formed out in the side of the punching hole Belling portion, the side that the steel structure keel is equipped with the punching press protrusion have poured concrete；The concrete prefabricated hanging plate includes hanging plate and hanging plate connector, and the hanging plate connector passes through concrete and the hanging plate It is connected；The hanging plate connector includes the reinforcing plate of hook and fixed hook, and the hook is vertical at the one of the reinforcing plate Side, the bottom side of the hook are equipped with the card slot parallel with the reinforcing plate；The punching hole is inserted into the free end of the hook, and It is connect by the card slot with the punching hole bottom side inlay card.
- 2. the structure that steel structure keel according to claim 1 is combined with concrete prefabricated hanging plate, which is characterized in that from institute Steel structure keel is stated to insulating layer and concrete layer is equipped between the hanging plate successively, and the reinforcing plate is embedded in the coagulation In soil layer.
- 3. the structure that steel structure keel according to claim 2 is combined with concrete prefabricated hanging plate, which is characterized in that described Reinforced mesh is equipped in concrete layer.
- 4. the structure that steel structure keel according to claim 1 is combined with concrete prefabricated hanging plate, which is characterized in that described Steel structure keel builds what is spliced and combined by one or more in steel pipe or steel plate.
- 5. the structure that steel structure keel according to claim 1 is combined with concrete prefabricated hanging plate, which is characterized in that described The concrete shape of punching hole is rectangle, semicircle, inverse gourd shaped or hourglass shape.
- 6. the structure that steel structure keel according to claim 1 is combined with concrete prefabricated hanging plate, which is characterized in that described At least provided with two hanging plate connectors on concrete prefabricated hanging plate.
- 7. the structure that steel structure keel according to claim 6 is combined with concrete prefabricated hanging plate, which is characterized in that described Two hooks are at least connected in reinforcing plate, the hook is symmetrical in the reinforcing plate and is intervally arranged.
- 8. the structure that steel structure keel according to claim 1 is combined with concrete prefabricated hanging plate, which is characterized in that described The width of card slot is bigger 2mm than the thickness of the punching hole.
- 9. the structure that steel structure keel according to claim 1 is combined with concrete prefabricated hanging plate, which is characterized in that described The free end of hook is in step-like.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721059261.6U CN207469520U (en) | 2017-08-23 | 2017-08-23 | The structure that a kind of steel structure keel is combined with concrete prefabricated hanging plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721059261.6U CN207469520U (en) | 2017-08-23 | 2017-08-23 | The structure that a kind of steel structure keel is combined with concrete prefabricated hanging plate |
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| Publication Number | Publication Date |
|---|---|
| CN207469520U true CN207469520U (en) | 2018-06-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721059261.6U Expired - Fee Related CN207469520U (en) | 2017-08-23 | 2017-08-23 | The structure that a kind of steel structure keel is combined with concrete prefabricated hanging plate |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110629959A (en) * | 2019-09-25 | 2019-12-31 | 西安翔远装饰工程有限责任公司 | Dry-hanging spraying artistic concrete and construction process thereof |
-
2017
- 2017-08-23 CN CN201721059261.6U patent/CN207469520U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110629959A (en) * | 2019-09-25 | 2019-12-31 | 西安翔远装饰工程有限责任公司 | Dry-hanging spraying artistic concrete and construction process thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180608 |
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| CF01 | Termination of patent right due to non-payment of annual fee |