CN210713341U - Double-right-angle symmetrical conjoined steel plate wall - Google Patents
Double-right-angle symmetrical conjoined steel plate wall Download PDFInfo
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- CN210713341U CN210713341U CN201921278770.7U CN201921278770U CN210713341U CN 210713341 U CN210713341 U CN 210713341U CN 201921278770 U CN201921278770 U CN 201921278770U CN 210713341 U CN210713341 U CN 210713341U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 261
- 239000010959 steel Substances 0.000 title claims abstract description 261
- 238000003466 welding Methods 0.000 claims description 13
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 5
- 230000003139 buffering effect Effects 0.000 abstract description 4
- 230000035939 shock Effects 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 238000005253 cladding Methods 0.000 abstract 1
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000001514 detection method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
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Abstract
The utility model is suitable for a building engineering technical field discloses a two right angle shape symmetry disjunctor steel sheet walls, including steel sheet system and cladding the wall body of steel sheet system, the steel sheet system includes relative setting and for each other first steel sheet subassembly and the second steel sheet subassembly of symmetrical structure, first steel sheet subassembly includes the first steel column unit, first steel sheet unit, second steel column unit, second steel sheet unit, third steel column unit, third steel sheet unit, fourth steel column unit, fourth steel sheet unit, fifth steel column unit that weld in order; which together constitute a first right-angle wall and a second right-angle wall. Compared with the prior art, the double-right-angle symmetrical conjoined steel plate wall can meet the requirements of hidden style buildings, can meet the requirements of structural safety, and has shock resistance and buffering performance and good construction effect.
Description
Technical Field
The utility model relates to a building engineering technical field, concretely relates to double right-angled symmetry disjunctor steel sheet wall.
Background
In the field of construction, it is sometimes necessary to construct a building having a symmetrical structure as a whole and having heavy members provided on the upper sides of the two outwardly protruding portions. For example, the hidden style building is characterized in that the whole building is in a form of east-west symmetry, and the upper sides of the convex parts on the east-west sides are provided with golden tops. When the building with the structure is built, the traditional split wall plate structure is adopted, and the requirement on structural safety is difficult to meet.
Therefore, it is necessary to provide a new double right-angled symmetrical conjoined steel plate wall to solve the above technical problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at the above-mentioned technical problem, the utility model provides a double right-angled symmetry disjunctor steel sheet wall, rational in infrastructure, it can satisfy and reach hidden style building requirement, can satisfy the structure safety requirement again, has shock-resistant shock-absorbing capacity simultaneously, and the construction is effectual.
In order to solve the technical problem, the utility model provides a double right-angle symmetrical conjoined steel plate wall, which comprises a steel plate system and a wall body for coating the steel plate system, wherein the steel plate system comprises a first steel plate component and a second steel plate component which are oppositely arranged and have symmetrical structures with each other, and the double right-angle symmetrical conjoined steel plate wall further comprises a connecting wall for connecting the first steel plate component and the second steel plate component; the first steel plate assembly comprises a first steel column unit, a first steel plate unit, a second steel column unit, a second steel plate unit, a third steel column unit, a third steel plate unit, a fourth steel column unit, a fourth steel plate unit and a fifth steel column unit which are welded in sequence; the first steel column unit, the first steel plate unit, the second steel column unit, the second steel plate unit and the third steel column unit form a first right-angle wall with a 90-degree corner; the third steel column unit, the third steel plate unit, the fourth steel column unit, the fourth steel plate unit and the fifth steel column unit form a second right-angle wall with a 90-degree corner; the second right-angle wall is arranged at the outer side part below the first right-angle wall; the first steel column unit and the fifth steel column unit are both T-shaped steel columns; the second steel column unit, the third steel column unit and the fourth steel column unit are all L-shaped steel columns.
Preferably, the second steel plate unit includes: a second vertical plate, and a second upper transverse plate and a second lower transverse plate which are respectively and vertically arranged with the second vertical plate; the second plate upper transverse plate is of a symmetrical structure, and the second plate vertical plate is arranged on a symmetrical line of the second plate upper transverse plate; the second lower transverse plate is of a symmetrical structure, and the second vertical plate is arranged on a symmetrical line of the second lower transverse plate.
Preferably, the second plate upper transverse plates are arranged at intervals, and two ends of the second plate upper transverse plates, which are far away from the second plate vertical plates, are bent upwards; the second lower transverse plates are arranged at intervals and are far away from the second vertical plates, and two ends of the second lower transverse plates are bent downwards.
Preferably, the first steel plate unit includes: the device comprises a first plate upper supporting plate, a first plate lower supporting plate, a first plate vertical plate and a second plate vertical plate, wherein the first plate upper supporting plate and the first plate lower supporting plate are oppositely arranged; the first plate upper supporting plate is a V-shaped plate, the first plate lower supporting plate is an inverted V-shaped plate, and the first plate vertical plate is a rectangular plate.
Preferably, a rectangular plate-shaped welding connecting plate is arranged at one end, connected with the first steel plate unit, of the first steel column unit; and the end part of the first steel column unit, which is far away from the first steel plate unit, is provided with a rectangular plate-shaped welding connecting plate.
Preferably, the first steel column unit and the fifth steel column unit have the same cross-sectional shape.
Preferably, the first steel column unit, the second steel column unit, the third steel column unit, the fourth steel column unit and the fifth steel column unit are all formed by welding steel plates with the thickness of 30 +/-5 mm; the first steel plate unit, the second steel plate unit, the third steel plate unit and the fourth steel plate unit are all formed by welding steel plates with the thickness of 20 +/-5 mm.
Preferably, the first steel plate assembly is provided with a split bolt hole penetrating through the first steel plate assembly.
Preferably, a reinforcing mesh is arranged on the outer side of the steel plate system, and the reinforcing mesh is covered by the wall body.
Preferably, the wall body is formed by pouring concrete.
The utility model discloses beneficial effect:
compared with the prior art, the double-right-angle symmetrical conjoined steel plate wall can meet the requirements of hidden style buildings, can meet the requirements of structural safety, and has shock resistance and buffering performance and good construction effect.
Drawings
The above advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and do not limit the present invention, and in which:
FIG. 1 is a schematic view of the overall structure of a double right-angled symmetrical conjoined steel plate wall of the present invention;
FIG. 2 is a schematic structural diagram of a steel plate system in a double right-angled symmetrical conjoined steel plate wall of the present invention;
FIG. 3 is a cross-sectional view of a first steel plate unit in a double right-angled symmetrical conjoined steel plate wall of the present invention;
fig. 4 is a cross sectional view of the second steel plate unit in the double right-angled symmetrical conjoined steel plate wall of the present invention.
In the figure:
the steel plate system comprises a steel plate system 1, a wall body 2, a connecting wall 3, a first right-angle wall 4 and a second right-angle wall 5; a first steel plate component 011 and a second steel plate component 012; a first steel column unit 11, a first steel plate unit 12, a second steel column unit 13, a second steel plate unit 14, a third steel column unit 15, a third steel plate unit 16, a fourth steel column unit 17, a fourth steel plate unit 18 and a fifth steel column unit 19; welding the connecting plate 111, a plate-upper support plate 121, a plate-lower support plate 122 and a plate-vertical plate 123; a second vertical plate 141, a second upper horizontal plate 142, and a second lower horizontal plate 143.
Detailed Description
The following describes the double right-angled symmetrical connected steel plate wall in detail with reference to the specific embodiments and the accompanying drawings.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. Note that, in order to clearly show the structure of each component of the embodiment of the present invention, the same reference numerals are used to denote the same parts.
Referring to the attached drawings 1-4, a double right-angle symmetrical conjoined steel plate wall comprises a steel plate system 1 and a wall body 2 coating the steel plate system 1, wherein the steel plate system 1 comprises a first steel plate component 011 and a second steel plate component 012 which are oppositely arranged and have symmetrical structures with each other, and the double right-angle symmetrical conjoined steel plate wall further comprises a connecting wall 3 connecting the first steel plate component 011 and the second steel plate component 012; the first steel plate assembly 011 comprises a first steel column unit 11, a first steel plate unit 12, a second steel column unit 13, a second steel plate unit 14, a third steel column unit 15, a third steel plate unit 16, a fourth steel column unit 17, a fourth steel plate unit 18 and a fifth steel column unit 19 which are welded in sequence; the first steel column unit 11, the first steel plate unit 12, the second steel column unit 13, the second steel plate unit 14 and the third steel column unit 15 jointly form a first right-angle wall 4 with a 90-degree corner; the third steel column unit 15, the third steel plate unit 16, the fourth steel column unit 17, the fourth steel plate unit 18 and the fifth steel column unit 19 jointly form a second right-angle wall 5 with a corner angle of 90 degrees; the second right-angle wall 5 is arranged at the outer side part below the first right-angle wall 4; the first steel column unit 11 and the fifth steel column unit 19 are both T-shaped steel columns; the second steel column unit 13, the third steel column unit 15, and the fourth steel column unit 17 are all "L" shaped steel columns.
In the present application, the second steel plate unit 14 includes: a second vertical plate 141, and a second upper horizontal plate 142 and a second lower horizontal plate 143 which are respectively perpendicular to the second vertical plate 141; the second-plate upper transverse plate 142 is of a symmetrical structure, and the second-plate vertical plate 141 is arranged on a symmetrical line of the second-plate upper transverse plate 142; the second plate lower transverse plate 143 is of a symmetrical structure, and the second plate vertical plate 141 is arranged on a symmetrical line of the second plate lower transverse plate 143; the second-plate upper transverse plates 142 are arranged at intervals, and two ends of the second-plate upper transverse plates 142, which are far away from the second-plate vertical plates 141, are bent upwards; the second horizontal plates 143 are spaced apart from each other, and both ends of the second horizontal plates 143 away from the second vertical plates 141 are bent downward. The first steel plate unit 12 includes: an upper plate support plate 121 and a lower plate support plate 122 which are arranged oppositely, and a plate-upright plate 123 which is connected with the upper plate support plate 121 and the lower plate support plate 122; the first plate upper support plate 121 is a V-shaped plate, the first plate lower support plate 122 is an inverted V-shaped plate, and the first plate vertical plate 123 is a rectangular plate. One end of the first steel column unit 11 connected with the first steel plate unit 12 is provided with a rectangular plate-shaped welding connecting plate 111; the end of the first steel column unit 11 away from the first steel plate unit 12 is provided with a rectangular plate-shaped welded connection plate 111. The first steel column element 11 and the fifth steel column element 19 have the same cross-sectional shape. The first steel column unit 11, the second steel column unit 13, the third steel column unit 15, the fourth steel column unit 17 and the fifth steel column unit 19 are all formed by welding steel plates with the thickness of 30 +/-5 mm; the first steel plate unit 12, the second steel plate unit 14, the third steel plate unit 16 and the fourth steel plate unit 18 are all formed by welding steel plates with the thickness of 20 +/-5 mm. In this embodiment, the first steel column unit 11, the second steel column unit 13, the third steel column unit 15, the fourth steel column unit 17, and the fifth steel column unit 19 are all welded by steel plates with a thickness of 30 mm; the first steel plate unit 12, the second steel plate unit 14, the third steel plate unit 16 and the fourth steel plate unit 18 are all formed by welding steel plates with the thickness of 20 mm.
The first steel plate component 011 is provided with a split bolt hole penetrating through the first steel plate component. The steel bar net is arranged on the outer side of the steel plate system 1 and is covered by the wall body 2. The wall 2 is cast of concrete. It should be noted that, in order to ensure the overall safety and mechanical stability, the weld between the steel plate and the steel column must be full, and the weld must be qualified in flaw detection. The steel plates must be arranged in a central symmetry between the columns. The steel plate wall is provided with split bolt holes in a factory, so that the steel plate wall is convenient to reinforce when the die is closed. After the template is closed, the verticality must be checked, and the thickness of the steel bar protective layer is well controlled. The steel bars on the outer sides of the steel columns and the steel plate walls are dense, and the steel bars are preferably poured by fine aggregate concrete.
The double-right-angle symmetrical conjoined steel plate wall is of a symmetrical structure, is integrally a double-right-angle symmetrical conjoined steel plate wall combined wall, and can be provided with buildings such as a golden roof and the like on the upper sides of the outer convex parts at two sides, so that the design requirements of a hidden style building structure can be met. In addition, through the design to the steel sheet that the level set up and the cross section structure of the steel sheet of vertical setting in this application, can effectively improve the intensity of steel sheet wall, 1 whole welding of steel sheet system links to each other as an organic wholely, consequently, adopt this disjunctor form can satisfy the structural safety requirement, through the structural design to the steel sheet that the level set up and the steel sheet of vertical setting in this application, still can improve the whole buffering anti-seismic performance of a two right angle shape symmetry disjunctor steel sheet walls of this application, improve the whole anti-geological disasters ability of building. In this application, extension board 121 is "V" shaped plate on the board one, and extension board 122 is for falling "V" shaped plate under the board, and extension board 121 and extension board 122 are down gone up to a board riser 123 connecting plate one, and this structure does benefit to the intensity that improves the wallboard, and when pouring, and concrete pouring can improve whole steadiness in the opening of "V" shaped plate. The V-shaped plate structure is beneficial to improving the anti-seismic performance. In the present application, the second steel plate unit 14 includes the second upper transverse plate 142 and the second lower transverse plate 143 that are bent in opposite directions, and this structure mainly contributes to improving the anti-seismic performance, and also contributes to concrete pouring and stable molding, and can improve the overall stability.
Compared with the prior art, the double-right-angle symmetrical conjoined steel plate wall can meet the requirements of hidden style buildings, can meet the requirements of structural safety, and has shock resistance and buffering performance and good construction effect.
The present invention is not limited to the above embodiments, and any person can obtain other products in various forms without departing from the scope of the present invention, but any change in shape or structure is included in the technical solution that is the same as or similar to the present invention.
Claims (10)
1. The double right-angle symmetrical conjoined steel plate wall is characterized by comprising a steel plate system and a wall body for coating the steel plate system, wherein the steel plate system comprises a first steel plate component and a second steel plate component which are oppositely arranged and have symmetrical structures with each other, and the double right-angle symmetrical conjoined steel plate wall also comprises a connecting wall for connecting the first steel plate component and the second steel plate component; the first steel plate assembly comprises a first steel column unit, a first steel plate unit, a second steel column unit, a second steel plate unit, a third steel column unit, a third steel plate unit, a fourth steel column unit, a fourth steel plate unit and a fifth steel column unit which are welded in sequence; the first steel column unit, the first steel plate unit, the second steel column unit, the second steel plate unit and the third steel column unit form a first right-angle wall with a 90-degree corner; the third steel column unit, the third steel plate unit, the fourth steel column unit, the fourth steel plate unit and the fifth steel column unit form a second right-angle wall with a 90-degree corner; the second right-angle wall is arranged at the outer side part below the first right-angle wall; the first steel column unit and the fifth steel column unit are both T-shaped steel columns; the second steel column unit, the third steel column unit and the fourth steel column unit are all L-shaped steel columns.
2. The double right-angled symmetrical conjoined steel plate wall according to claim 1, wherein the second steel plate unit comprises: a second vertical plate, and a second upper transverse plate and a second lower transverse plate which are respectively and vertically arranged with the second vertical plate; the second plate upper transverse plate is of a symmetrical structure, and the second plate vertical plate is arranged on a symmetrical line of the second plate upper transverse plate; the second lower transverse plate is of a symmetrical structure, and the second vertical plate is arranged on a symmetrical line of the second lower transverse plate.
3. The double right-angled symmetrical conjoined steel plate wall according to claim 2, wherein the second plate upper transverse plates are arranged at intervals, and two ends of the second plate upper transverse plates, which are far away from the second plate vertical plates, are bent upwards; the second lower transverse plates are arranged at intervals and are far away from the second vertical plates, and two ends of the second lower transverse plates are bent downwards.
4. The double right-angled symmetrical conjoined steel plate wall according to claim 3, wherein the first steel plate unit comprises: the device comprises a first plate upper supporting plate, a first plate lower supporting plate, a first plate vertical plate and a second plate vertical plate, wherein the first plate upper supporting plate and the first plate lower supporting plate are oppositely arranged; the first plate upper supporting plate is a V-shaped plate, the first plate lower supporting plate is an inverted V-shaped plate, and the first plate vertical plate is a rectangular plate.
5. The double right-angled symmetrical conjoined steel plate wall according to claim 4, wherein one end of the first steel column unit connected with the first steel plate unit is provided with a rectangular plate-shaped welding connecting plate; and the end part of the first steel column unit, which is far away from the first steel plate unit, is provided with a rectangular plate-shaped welding connecting plate.
6. The double right-angled symmetrical conjoined steel plate wall as claimed in claim 5, wherein the cross-sectional shapes of the first steel column unit and the fifth steel column unit are the same.
7. The double right-angled symmetrical conjoined steel plate wall as claimed in claim 6, wherein the first steel column unit, the second steel column unit, the third steel column unit, the fourth steel column unit and the fifth steel column unit are all welded by steel plates with the thickness of 30mm plus or minus 5 mm; the first steel plate unit, the second steel plate unit, the third steel plate unit and the fourth steel plate unit are all formed by welding steel plates with the thickness of 20 +/-5 mm.
8. The double right-angled symmetrical conjoined steel plate wall as defined in any one of claims 1 to 7, wherein the first steel plate assembly is provided with split bolt holes passing therethrough.
9. The double rectangular symmetrical conjoined steel plate wall as claimed in claim 8, wherein a steel mesh is provided outside the steel plate system, and the steel mesh is covered by the wall body.
10. The double right-angled symmetrical conjoined steel plate wall as defined in claim 9, wherein the wall body is cast of concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921278770.7U CN210713341U (en) | 2019-08-08 | 2019-08-08 | Double-right-angle symmetrical conjoined steel plate wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921278770.7U CN210713341U (en) | 2019-08-08 | 2019-08-08 | Double-right-angle symmetrical conjoined steel plate wall |
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| Publication Number | Publication Date |
|---|---|
| CN210713341U true CN210713341U (en) | 2020-06-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921278770.7U Active CN210713341U (en) | 2019-08-08 | 2019-08-08 | Double-right-angle symmetrical conjoined steel plate wall |
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| Country | Link |
|---|---|
| CN (1) | CN210713341U (en) |
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- 2019-08-08 CN CN201921278770.7U patent/CN210713341U/en active Active
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