CN211850337U - Domination steel structure inner frame of building wall - Google Patents
Domination steel structure inner frame of building wall Download PDFInfo
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- CN211850337U CN211850337U CN201922364733.4U CN201922364733U CN211850337U CN 211850337 U CN211850337 U CN 211850337U CN 201922364733 U CN201922364733 U CN 201922364733U CN 211850337 U CN211850337 U CN 211850337U
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- inner frame
- crossbeam
- gomphosis
- reinforcing
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 28
- 239000010959 steel Substances 0.000 title claims abstract description 28
- 238000010276 construction Methods 0.000 claims abstract description 14
- 230000002787 reinforcement Effects 0.000 claims abstract description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 53
- 239000002184 metal Substances 0.000 claims description 6
- 238000009434 installation Methods 0.000 abstract description 3
- 238000005034 decoration Methods 0.000 description 3
- 230000002349 favourable effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model provides a building wall's domination steel construction inner tower belongs to steel construction technical field, including wall body and decorative layer, the decorative layer is located the wall surface, and the inside embedding of wall body sets up main tributary dagger and gomphosis crossbeam, and fixedly connected with consolidates the connecting piece between main tributary dagger and the gomphosis crossbeam, and the inboard rigidity of main tributary dagger sets up first reinforcement inner tower and second and consolidates the inner tower, and the surface of gomphosis crossbeam sets up first concave surface and second concave surface, and the border position of gomphosis crossbeam sets up the assembly groove. Through gomphosis crossbeam and main tributary dagger as the main bearing structure of wall body inner structure, the crossing arrangement is effectual to the wall body support reinforcement, consolidates the connecting piece in the installation, consolidates the processing through the hookup location of outside screw to main tributary dagger and gomphosis crossbeam, and both ends are the embedding mode simultaneously and are connected with the gomphosis crossbeam, strengthen the inner tower and support crushing resistance.
Description
Technical Field
The utility model relates to a steel construction technical field, more specifically relates to a building wall's domination steel construction inner tower.
Background
The existing steel structure building is used for assembling a plurality of wallboards of non-bearing walls, because the factors such as the structure, the used materials and the like are unreasonable, the practicability is poor, the implementation is difficult to be realized in many occasions, the cost is high, the wallboard is restricted by the consumption level, the large-area popularization and use is impossible, the weight is heavy, the mechanical construction is required, the construction method is complex, in the limited indoor space, the use of machinery is often inconvenient, the heat insulation is impossible, the fireproof performance, the corrosion resistance is poor, the water resistance and the like are environment-friendly and energy-saving.
And when current wall body was assembled and is installed, its inner tower structure all adopted the steel crossbeam to support stably, but the simple and easy crossbeam support nature and the crushing resistance that current wall body inner tower adopted are all not good, and because material restriction and structure set up and lead to the wall body thickness, the practicality is not good.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem in the background to a structure inner tower is constructed to the domination steel construction of building wall is provided.
In order to achieve the above object, the utility model provides a following technical scheme: including wall body and decorative layer, the decorative layer is located the wall body surface, and the inside embedding of wall body sets up main tributary dagger and gomphosis crossbeam, and fixedly connected with consolidates the connecting piece between main tributary dagger and the gomphosis crossbeam, and the inboard rigidity of main tributary dagger sets up first reinforcement inner tower and second and consolidates the inner tower, and the surface of gomphosis crossbeam sets up first concave surface and second concave surface, and the border position of gomphosis crossbeam sets up the assembly groove.
Preferably, the embedded cross beam and the main supporting column are arranged in a matched mode, the main supporting column is arranged vertically, and the embedded cross beam is arranged horizontally.
Preferably, the embedded cross beam penetrates through the middle position of the main support column, the two ends of the embedded cross beam support the inner wall of the wall body, the two ends of the main support column are arranged in a protruding mode, and the surface of the main support column is arranged in a rectangular concave mode.
Preferably, the reinforcing connecting piece is located at the intersection point of the main supporting column and the embedding cross beam, and the edges of the two ends of the reinforcing connecting piece are embedded into the assembling grooves arranged on the surface of the embedding cross beam, and are connected with the embedding cross beam through external fixing screws.
Preferably, the first reinforcing inner frame and the second reinforcing inner frame are both located between the main support column and the embedded cross beam, and the first reinforcing inner frame are both arranged in an X shape.
Preferably, the first reinforcing inner frame and the second reinforcing inner frame are respectively located at two sides of the main supporting column, and the first reinforcing inner frame and the second reinforcing inner frame are hollow metal columns or metal square steel.
Preferably, the first concave surface is located the positive position in top of gomphosis crossbeam, and the second concave surface is located the marginal surface of gomphosis crossbeam, and both are the setting of indent dovetail groove, and the fixed orifices is seted up to the position between two parties of second concave surface.
Preferably, the two assembling grooves are in one group, are arranged in an inwards concave mode and are matched with the reinforcing connecting piece.
The utility model provides a building wall's domination steel construction inner tower has following beneficial effect:
1. this kind of building wall's domination steel construction inner tower through gomphosis crossbeam and main tributary dagger as the main bearing structure of wall inner structure, alternately sets up effectually to the wall body support reinforcement.
2. This kind of building wall's domination steel construction inner tower, the reinforcement connecting piece is when the installation, consolidates the hookup location of main support post and gomphosis crossbeam through outside screw and handles, and both ends are the embedding mode simultaneously and are connected with the gomphosis crossbeam, strengthens inner tower support crushing resistance.
3. This kind of building wall's domination steel construction inner tower, through first reinforcement inner tower and second reinforcement inner tower, fill the reinforcement to the space between the main bearing structure of wall, provide the outrigger, strengthen wall structure.
4. This kind of building wall's domination steel construction inner frame, when gomphosis crossbeam and main tributary dagger interconnect, the structural strength of the effectual reinforcing gomphosis crossbeam of first concave surface and second concave surface is favorable to the reinforcement of layer body structure, increases the structural strength of wall body simultaneously when the inside layer body that carries on of wall body is filled.
5. This kind of building wall's domination steel construction inner tower, through the stable connection reinforcement connecting piece of assembly groove, reinforcing wall structure's main supporting structure intensity.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a schematic view of the overall three-dimensional cross-sectional structure of the present invention.
Fig. 3 is a schematic view of the cross beam structure of the present invention.
In FIGS. 1-3: the method comprises the following steps of 1-a wall body, 2-a decoration layer, 3-a main support column, 4-an embedded beam, 5-a reinforcing connecting piece, 6-a first reinforcing inner frame, 7-a second reinforcing inner frame, 8-a first concave surface, 9-a second concave surface and 10-an assembly groove.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Please refer to fig. 1 to 3, in an embodiment of the present invention, an inner frame of a dominant steel structure of a building wall, including a wall 1 and a decoration layer 2, the decoration layer 2 is located on the surface of the wall 1, a main supporting pillar 3 and an embedded beam 4 are arranged in the inner embedding of the wall 1, a reinforcing connecting piece 5 is fixedly connected between the main supporting pillar 3 and the embedded beam 4, a first reinforcing inner frame 6 and a second reinforcing inner frame 7 are arranged in the inner side position of the main supporting pillar 3, a first concave surface 8 and a second concave surface 9 are arranged on the surface of the embedded beam 4, and an assembling groove 10 is arranged at the edge position of the embedded beam 4.
In this embodiment, the engaging beam 4 and the main support column 3 are arranged in a matching manner, the main support column 3 is arranged vertically, and the engaging beam 4 is arranged horizontally.
In this embodiment, the engaging beam 4 penetrates through the middle of the main supporting column 3, the two ends of the main supporting column support the inner wall of the wall 1, the two ends of the main supporting column 3 protrude, the surface of the main supporting column 3 is in a rectangular concave shape, and the engaging beam 4 and the main supporting column 2 are used as main supporting structures of the inner structure of the wall, so that the wall is supported and reinforced effectively in a crossed manner.
In this embodiment, the reinforcing connecting piece 5 is located at the intersection of the main supporting column 3 and the embedded beam 4, the edges of the two ends of the reinforcing connecting piece 5 are embedded into the assembling groove 10 formed in the surface of the embedded beam 4, the embedded beam 4 is connected through external fixing screws, the reinforcing connecting piece 5 is used for reinforcing the connecting position of the main supporting column 3 and the embedded beam 4 through external screws when being installed, and meanwhile, the two ends of the reinforcing connecting piece are embedded and connected with the embedded beam 4, so that the inner frame is reinforced and supported in pressure resistance.
In this embodiment, the first reinforcing inner frame 6 and the second reinforcing inner frame 7 are both located between the main support column 3 and the fitting cross beam 4, and the first reinforcing inner frame 6 and the second reinforcing inner frame 7 are both disposed in an "X" shape.
In this embodiment, the first reinforcing inner frame 6 and the first reinforcing inner frame 7 are respectively located at two side positions of the main support column 3, the first reinforcing inner frame 6 and the second reinforcing inner frame 7 are hollow metal columns or metal square steel, and the space between the main wall support structures is filled and reinforced through the first reinforcing inner frame 6 and the second reinforcing inner frame 7, so that stable support is provided, and the wall structure is reinforced.
In this embodiment, first concave surface 8 is located the positive position in top of gomphosis crossbeam 4, and second concave surface 9 is located the marginal surface of gomphosis crossbeam 4, both all are the setting of indent dovetail groove, and the fixed orifices is seted up to the position placed in the middle of second concave surface 9, in gomphosis crossbeam 4 and main tributary dagger 3 interconnect, the effectual reinforcing gomphosis crossbeam 4's of first concave surface 8 and second concave surface 9 structural strength, simultaneously when the body of layer is filled in wall body 1 inside, be favorable to the reinforcement of body structure, increase wall body 1's structural strength.
In this embodiment, two assembly grooves 10 are in a group, and the indent setting is matched with reinforcing connecting piece 5 and is set up, and reinforcing connecting piece 5 is connected through assembly groove 10 is stable, the main supporting structural strength of wall 1 structure is strengthened.
When the dominant steel structure inner frame of the building wall body of the utility model is used, firstly, a user makes the main supporting column 3 and the embedded cross beam 4 mutually cross-connected, the embedded beam 4 passes through the main supporting column 3, the outer end of the embedded beam contacts the inner wall of the wall body 1, then a user fills the inner space of the wall body 1 with an external layer structure (a flame-retardant layer, a heat-insulating layer and the like) after the assembly of the supporting structure is finished, then the user is fixedly connected with the reinforcing connecting piece 5 through external screws, so that the reinforcing coupler 5 performs a reinforcing process on the connection point between the main support column 3 and the fitting beam 4, meanwhile, the first reinforcing inner frame 6 and the second reinforcing inner frame 7 are connected with the main supporting column 3 for supporting, the installation and the assembly are completed, when the wall body 1 is used, the supporting structure arranged inside the wall body 1 has good stability and pressure resistance, and the overall strength of the wall body 1 is improved.
The above is only the preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, without departing from the concept of the present invention, several modifications and improvements can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the effect of the implementation of the present invention and the practicability of the patent.
Claims (8)
1. The utility model provides a building wall's domination steel construction inner tower, includes wall body (1) and decorative layer (2), and decorative layer (2) are located wall body (1) surface, its characterized in that: the inside embedding of wall body (1) sets up main tributary dagger (3) and gomphosis crossbeam (4), fixedly connected with reinforcing connecting piece (5) between main tributary dagger (3) and gomphosis crossbeam (4), the inboard rigidity of main tributary dagger (3) sets up first reinforcement inner tower (6) and second reinforcement inner tower (7), the surface of gomphosis crossbeam (4) sets up first concave surface (8) and second concave surface (9), assembly groove (10) are seted up to the border position of gomphosis crossbeam (4).
2. The dominant steel structural inner frame of a building wall according to claim 1, characterized in that: the embedded cross beam (4) and the main support column (3) are arranged in a matched mode, the main support column (3) is arranged vertically, and the embedded cross beam (4) is arranged transversely.
3. The dominant steel structure inner frame of building wall according to any one of claims 1 and 2, characterized in that: the embedded cross beam (4) penetrates through the middle position of the main support column (3), the two ends of the embedded cross beam support the inner wall of the wall body (1), the two ends of the main support column (3) are arranged in a protruding mode, and the surface of the main support column (3) is arranged in a rectangular concave mode.
4. The dominant steel structural inner frame of a building wall according to claim 1, characterized in that: the reinforcing connecting piece (5) is positioned at the cross point of the main supporting column (3) and the embedded cross beam (4), the edges of the two ends of the reinforcing connecting piece (5) are embedded into an assembling groove (10) formed in the surface of the embedded cross beam (4), and the embedded cross beam (4) is connected through external fixing screws.
5. The dominant steel structural inner frame of a building wall according to claim 1, characterized in that: the first reinforcing inner frame (6) and the second reinforcing inner frame (7) are located between the main supporting column (3) and the embedded cross beam (4), and the first reinforcing inner frame (6) and the second reinforcing inner frame (7) are arranged in an X shape.
6. The dominant steel structure inner frame of a building wall according to any one of claims 1 and 5, wherein: the first reinforcing inner frame (6) and the second reinforcing inner frame (7) are respectively positioned at two sides of the main supporting column (3), and the first reinforcing inner frame (6) and the second reinforcing inner frame (7) are hollow metal columns or metal square steel.
7. The dominant steel structural inner frame of a building wall according to claim 1, characterized in that: first concave surface (8) are located the positive position in top of gomphosis crossbeam (4), and second concave surface (9) are located the marginal surface of gomphosis crossbeam (4), and both are the setting of indent dovetail groove, and the fixed orifices is seted up to the position placed in the middle of second concave surface (9).
8. The dominant steel structural inner frame of a building wall according to claim 1, characterized in that: the two assembling grooves (10) are in a group, are arranged in an inwards concave mode and are matched with the reinforcing connecting piece (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922364733.4U CN211850337U (en) | 2019-12-25 | 2019-12-25 | Domination steel structure inner frame of building wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922364733.4U CN211850337U (en) | 2019-12-25 | 2019-12-25 | Domination steel structure inner frame of building wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211850337U true CN211850337U (en) | 2020-11-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922364733.4U Expired - Fee Related CN211850337U (en) | 2019-12-25 | 2019-12-25 | Domination steel structure inner frame of building wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211850337U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114892842A (en) * | 2022-05-27 | 2022-08-12 | 李士豪 | High-strength assembly type steel structure building wall |
| CN114892842B (en) * | 2022-05-27 | 2024-09-27 | 江门奥斯钢结构工程有限公司 | High-strength assembled steel structure building wall |
-
2019
- 2019-12-25 CN CN201922364733.4U patent/CN211850337U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114892842A (en) * | 2022-05-27 | 2022-08-12 | 李士豪 | High-strength assembly type steel structure building wall |
| CN114892842B (en) * | 2022-05-27 | 2024-09-27 | 江门奥斯钢结构工程有限公司 | High-strength assembled steel structure building wall |
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| GR01 | Patent grant | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201103 |
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| CF01 | Termination of patent right due to non-payment of annual fee |