CN213390697U - Cross steel form concrete composite wall - Google Patents
Cross steel form concrete composite wall Download PDFInfo
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- CN213390697U CN213390697U CN202022115406.8U CN202022115406U CN213390697U CN 213390697 U CN213390697 U CN 213390697U CN 202022115406 U CN202022115406 U CN 202022115406U CN 213390697 U CN213390697 U CN 213390697U
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- steel form
- concrete composite
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 42
- 239000010959 steel Substances 0.000 title claims abstract description 42
- 239000002131 composite material Substances 0.000 title claims abstract description 33
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 description 12
- 230000000694 effects Effects 0.000 description 8
- 238000003780 insertion Methods 0.000 description 6
- 230000037431 insertion Effects 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 239000003351 stiffener Substances 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000002144 chemical decomposition reaction Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
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Abstract
The utility model relates to a cross steel form concrete composite wall, it includes cross type post and a plurality of style of calligraphy post, and a plurality of style of calligraphy posts are located cross type post week side respectively, all connect between week side tip and the style of calligraphy post of cross type post and are provided with the shear force wall, and the shear force wall includes two wallboards. This application can make the cross beam column of bearing practice thrift area in housing construction, improves whole practicality.
Description
Technical Field
The application relates to the technical field of building structure members, in particular to a cross-shaped steel form concrete combined wall.
Background
The steel structure has more advantages in the building field, such as standardized design, factory manufacturing, assembly construction and the like. The method has the advantages of developing a new energy-saving and environment-friendly industry, improving the safety level of the building, promoting the excess capacity of chemical decomposition and the like.
The cross steel form shell concrete composite wall is high in structural strength and used for building wall body bearing structures with high indoor stress, two side wall boards on the cross steel form shell concrete composite wall, a cross column and a straight column are installed and combined to form a shear wall, the inside of the shear wall is of a cavity structure, a large amount of concrete is poured into the shear wall after installation and combination, the shear wall is high in structural strength, and the bearing effect is good.
The above prior art solutions have the following drawbacks: in the process of building construction, the cross beam column for bearing needs to have great structural strength, and in order to achieve the bearing effect, the cross beam column built in a common building is thick and heavy, large in occupied space and poor in overall practicability.
SUMMERY OF THE UTILITY MODEL
In order to use in the cross beam column of bearing and practice thrift area, improve whole practicality, this application provides a cross steel form shell concrete composite wall.
The application provides a cross steel form concrete faced wall adopts following technical scheme:
the utility model provides a cross steel form concrete composite wall, includes cross type post and a plurality of style of calligraphy post, a plurality of style of calligraphy posts are located cross type post week side respectively, all connect between week side tip and the style of calligraphy post of cross type post and be provided with the shear force wall, the shear force wall includes the two-sided wallboard.
Through adopting above-mentioned technical scheme, at the construction house in-process, when the cross beam column of bearing needs to be used, install the wallboard concatenation on the steel form shell concrete composite wall on cross column and a style of calligraphy post to replace the cross beam column that uses in the tradition with it, and steel form shell concrete composite wall structural strength enough can be used for the bearing greatly, and not only it is more convenient to use, can save the occupation of land space simultaneously, and whole pleasing to the eye effect is better.
Optionally, a plurality of studs are arranged on two opposite side walls of the two side wall plates close to each other, and a plurality of connecting rods are arranged between the two side wall plates.
Through adopting above-mentioned technical scheme, when using steel form shell concrete composite wall, the wallboard inboard is provided with a plurality of pegs and is connected with many connecting rods, can increase the cohesion between wallboard and the concrete at the in-process of pouring concrete, improves the holistic stability of shear force wall, and the connecting rod can make the wallboard play spacing effect about the installation both ends keep the level equally.
Optionally, the two opposite side walls of the cross-shaped column and the straight-shaped column, which are close to each other, are respectively and correspondingly provided with a width limiting plate for limiting the width of the two wall plates, and the two opposite side walls of the two wall plates, which are close to each other, are abutted against the width limiting plate;
the two opposite side walls of the cross-shaped column and the straight column which are close to each other are provided with a plurality of inserting grooves, and the width limiting plates are inserted in the inserting grooves in a sliding mode along the height direction of the inserting grooves.
Through adopting above-mentioned technical scheme, when using steel form concrete composite wall, cross type post and a style of calligraphy post are close to each other double-phase all to set up limited width board on the lateral wall, when the installation wallboard, only need be close to the butt each other with two-sided wallboard on the limited width board, just can keep the width between the two-sided wallboard to keep certain, avoid taking place the wallboard body about the inconsistent situation that leads to the wallboard body to take place to incline of both ends width, cross type post and a style of calligraphy post have the inserting groove on the double-phase lateral wall that is close to each other, can make the limited width board when the installation in the direct insertion inserting groove, make the mounting means simpler, it is more convenient to operate.
Optionally, the width limiting plate is provided with a through hole along the height direction thereof.
Through adopting above-mentioned technical scheme, when using steel form concrete composite wall, limit for width board and wallboard lateral wall looks butt, through-hole on the limit for width board can also make the concrete fill to the through-hole in the middle of the concrete pouring concrete, and the concrete in the through-hole can bond each other with the wallboard lateral wall of butt, strengthens the cohesion between concrete and wallboard.
Optionally, a cavity is arranged in the width limiting plate.
Through adopting above-mentioned technical scheme, when using steel form concrete composite wall, the cavity in the limit for width board can play certain material effect that subtracts, practices thrift the input cost.
Optionally, the width limiting plate is provided with a chamfer at an edge of the through hole and close to a side wall of the wallboard.
By adopting the technical scheme, when the steel form concrete combined wall is used, concrete is poured into the steel form concrete combined wall, the guide angle arranged at the edge of the through hole increases the joint surface between the concrete in the through hole and the wallboard, so that stronger adhesive force is provided between the width limiting plate and the wallboard, and the integral structural strength of the wallboard is enhanced.
Optionally, a pouring opening is formed in the outer side wall of the width limiting plate, and the pouring opening is communicated with the cavity.
Through adopting above-mentioned technical scheme, when using steel form concrete composite wall, to the inside pouring concrete of steel form concrete composite wall, the pouring mouth on the limit for width board lateral wall can make the concrete let in limit for width board cavity when the pouring, strengthens the cohesion between limit for width board and concrete.
Optionally, a plurality of reinforcing rods are connected and arranged in the cavity.
Through adopting above-mentioned technical scheme, when pouring the concrete to steel form concrete composite wall is inside, inside the cavity of concrete inflow limit width board, the cohesion between reinforcing concrete that many stiffeners in the cavity can be better and limit width board keeps wallboard overall stability.
In summary, the present application includes at least one of the following beneficial technical effects:
1. when the steel form shell concrete combined wall is used, the two face wallboards are only required to be mutually close to and abutted against the width limiting plate, so that the width between the two face wallboards can be kept constant, the phenomenon that the wallboard is inclined is not easy to occur during installation, and the whole installation is more convenient;
2. when the wallboard is spliced and installed, the width limiting plate is directly inserted into the insertion groove, so that the installation mode is simpler, and the through holes and the guide angles on the width limiting plate can enhance the binding force between the concrete and the wallboard when the concrete is poured. The connecting rods mutually connected between the studs on the inner side of the wallboard and the wallboard can also improve the binding force between the concrete and the wallboard. The cavity in the width limiting plate can be filled into the cavity of the width limiting plate from a pouring opening when concrete is poured, and a reinforcing rod is arranged in the cavity to enhance the binding force between the width limiting plate and the concrete. The contact area between wallboard and concrete can be increased to the stud of wallboard inner wall, and then the cohesion between increase and concrete, guarantees the stability of wallboard.
Drawings
FIG. 1 is a schematic view of the overall structure of a cross-shaped steel form concrete composite wall according to an embodiment of the present application;
FIG. 2 is an enlarged schematic view of section A of FIG. 1;
FIG. 3 is a schematic cross-sectional view of a concrete composite wall with a cross-shaped steel form shell according to an embodiment of the present application;
fig. 4 is an enlarged schematic view of a portion B in fig. 3.
Description of reference numerals: 1. a cross-shaped column; 2. a linear column; 3. a shear wall; 31. a wallboard; 4. a width limiting plate; 5. inserting grooves; 6. a through hole; 7. guiding an angle; 8. a cavity; 9. a pouring opening; 10. a reinforcing bar; 11. a stud; 12. a connecting rod.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
The embodiment of the application discloses a cross steel form concrete composite wall. Referring to fig. 1 and 2, a cross steel form concrete composite wall, including cross post 1 and a plurality of style of calligraphy post 2, a plurality of style of calligraphy posts 2 are located cross post 1 week side respectively, install the concatenation of wallboard 31 on the steel form concrete composite wall between cross post 1 and a style of calligraphy post 2, form shear force wall 3, and the whole cross that still is of steel form concrete composite wall after the installation, mainly can be used for the building wall body that needs to be cross structure when the construction. Shear force wall 3 comprises two-sided wallboard 31, and the concrete can be poured to the inside hollow structure that forms of shear force wall 3, and its structural strength of the steel form shell concrete composite wall after the pouring can be used for the bearing enough greatly, can replace the cross beam column of building in the tradition, and it is not only more convenient to use, can save simultaneously and take up an area of the space, and whole pleasing to the eye effect is better.
A plurality of cylindrical studs 11 are arranged on two opposite side walls of the wall plate 31, which are close to each other, and the studs 11 can increase the binding force between the wall plate 31 and the concrete in the process of pouring the concrete, so that the overall stability of the shear wall 3 is improved. A plurality of cylindrical connecting rods 12 are connected between the two wall plates 31, and the connecting rods 12 in this embodiment can be threaded rods. In the installation process, a plurality of holes can be arranged on the wall plates 31 in a penetrating mode, a plurality of PVC pipes can be fixed at the positions, corresponding to the holes, of the two wall plates 31 when the two wall plates 31 are installed, then the connecting rods 12 with threads are conveyed into the PVC pipes from the holes, the two ends of the connecting rods 12 are screwed and fixed through nuts, and the connecting rods 12 can be taken out of the PVC pipes after pouring is completed. The installation of the connecting rods 12 can increase the connecting force before the two wall bodies, so that the concrete can keep the stability of the two wall plates 31 when being poured.
The two opposite side walls of the cross-shaped column 1 and the straight column 2, which are close to each other, are respectively and correspondingly provided with a width limiting plate 4 for limiting the width of the two wall plates 31, the whole width limiting plate 4 is in a cuboid shape, and the two opposite side walls of the two wall plates 31, which are close to each other, are abutted against the width limiting plate 4 in the process of using the steel formwork concrete composite wall. The width that the limit for width board 4 can make between the two sides wallboard 31 that are close to each other keeps certain, avoids 31 physically taking place to incline of wallboard, is convenient for weld between wallboard 31 and cross type post 1 and the style of calligraphy post 2, makes the unit mount to wallboard 31 more convenient.
The two opposite side walls of the cross-shaped column 1 and the straight column 2 which are close to each other are provided with a plurality of rectangular insertion grooves 5, when the wall plate 31 is installed, the width limiting plate 4 is inserted into the insertion grooves 5 in a sliding mode along the height direction of the insertion grooves 5, then the wall plate 31 is installed, the installation of the width limiting plate 4 is simpler and more convenient through an insertion installation mode, the overall installation efficiency is further improved, and the using effect of the steel form concrete combined wall is better.
Referring to fig. 3 and 4, the width limiting plate 4 is provided with a through hole 6 having a rectangular cross section along the height direction thereof, a guide corner 7 is provided at the edge of the through hole 6, which is close to a side wall of the wall plate 31, of the width limiting plate 4, and the guide corner 7 and the edge of the through hole 6 form a trapezoidal cross section. In the middle of the paddle of concrete flows into through- hole 6, 6 edges of through-hole are provided with lead angle 7, wallboard 31 and the looks butt of limit for width board 4, and lead angle 7 on the limit for width board 4 makes the contact surface increase between 6 avris of through-hole and the wallboard 31, and the concrete in the lead angle 7 bonds with wallboard 31 lateral wall each other, makes to have stronger cohesion between limit for width board 4 and the wallboard 31, has strengthened wallboard 31 overall structure intensity.
A cavity 8 is arranged in the width limiting plate 4, a pouring opening 9 (shown in detail in figure 2) with a circular section is arranged on the outer side wall of the width limiting plate 4, and the pouring opening 9 is communicated with the cavity 8. When pouring concrete in to steel form shell concrete composite wall, the concrete paddle flows into cavity 8 from pouring mouth 9 in, still connects in the cavity 8 and is provided with many stiffeners 10 that are the cylinder form, and stiffener 10 wears to establish between the concrete, can strengthen the cohesion between limit for width board 4 and the concrete to it is more firm to limit for width board 4's fixed, has improved the stability of being connected between limit for width board 4 and the wallboard 31 equally.
The implementation principle of the cross-shaped steel form concrete combined wall in the embodiment of the application is as follows: when using steel form concrete composite wall, peg graft in the inserting groove 5 on cross type post 1 and a style of calligraphy post 2 respectively with limit for width board 4, be close to the butt each other with two-sided wallboard 31 and weld on limit for width board 4 again, the mounting means is simple, the operation of being convenient for. The width limiting plate 4 is provided with a through hole 6, the through hole 6 is provided with a guide angle 7, and concrete can flow into the through hole 6 when concrete is poured, so that the concrete in the through hole 6 is bonded with the wall plate 31. Simultaneously the concrete still can flow into the cavity 8 in the limit for width board 4 from pouring mouth 9, has many stiffeners 10 in the cavity 8, can increase the cohesion between limit for width board 4 and concrete, and stud 11 on the wallboard 31 inside wall has increased the adhesive force between wallboard 31 and concrete, has guaranteed the stability of wallboard 31 body in the use.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a cross steel form concrete faced wall which characterized in that: including cross type post (1) and a plurality of style of calligraphy post (2), a plurality of style of calligraphy posts (2) are located cross type post (1) week side respectively, all connect between week side tip and the style of calligraphy post (2) of cross type post (1) and be provided with shear force wall (3), shear force wall (3) include two face wallboard (31).
2. The cross-shaped steel form concrete composite wall according to claim 1, characterized in that: a plurality of studs (11) are arranged on two opposite side walls of the two side wall plates (31) close to each other, and a plurality of connecting rods (12) are arranged between the two side wall plates (31).
3. The cross-shaped steel form concrete composite wall according to claim 1, characterized in that: two opposite side walls, close to each other, of the cross-shaped column (1) and the straight column (2) are respectively and correspondingly provided with a width limiting plate (4) for limiting the width of the two face wall plates (31), and the two opposite side walls, close to each other, of the two face wall plates (31) are abutted to the width limiting plates (4);
the two opposite side walls of the cross-shaped column (1) and the straight column (2) close to each other are provided with a plurality of inserting grooves (5), and the width limiting plates (4) are inserted in the inserting grooves (5) in a sliding mode along the height direction of the inserting grooves (5).
4. The cross-shaped steel form concrete composite wall according to claim 3, characterized in that: the width limiting plate (4) is provided with a through hole (6) along the height direction.
5. The cross-shaped steel form concrete composite wall according to claim 4, characterized in that: and a cavity (8) is arranged in the width limiting plate (4).
6. The cross-shaped steel form concrete composite wall according to claim 4, characterized in that: a guide angle (7) is arranged at the edge of the width limiting plate (4), which is close to one side wall of the wallboard (31) and is positioned at the through hole (6).
7. The cross-shaped steel form concrete composite wall according to claim 5, characterized in that: and the outer side wall of the width limiting plate (4) is provided with a pouring opening (9), and the pouring opening (9) is communicated with the cavity (8).
8. The cross-shaped steel form concrete composite wall according to claim 7, characterized in that: a plurality of reinforcing rods (10) are connected and arranged in the cavity (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022115406.8U CN213390697U (en) | 2020-09-23 | 2020-09-23 | Cross steel form concrete composite wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022115406.8U CN213390697U (en) | 2020-09-23 | 2020-09-23 | Cross steel form concrete composite wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213390697U true CN213390697U (en) | 2021-06-08 |
Family
ID=76181983
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022115406.8U Expired - Fee Related CN213390697U (en) | 2020-09-23 | 2020-09-23 | Cross steel form concrete composite wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213390697U (en) |
-
2020
- 2020-09-23 CN CN202022115406.8U patent/CN213390697U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210608 |