CN114293678A - Construction method and structure of fabricated steel structure building earthquake-resistant and bending-resistant corrugated steel plate wall - Google Patents
Construction method and structure of fabricated steel structure building earthquake-resistant and bending-resistant corrugated steel plate wall Download PDFInfo
- Publication number
- CN114293678A CN114293678A CN202111646510.2A CN202111646510A CN114293678A CN 114293678 A CN114293678 A CN 114293678A CN 202111646510 A CN202111646510 A CN 202111646510A CN 114293678 A CN114293678 A CN 114293678A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- plate wall
- corrugated steel
- structural layer
- steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a construction method and a structure of an assembled steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall, wherein the method comprises the following steps: respectively transporting the corrugated steel plate wall and the steel beam to a structural layer; symmetrically welding T-shaped plates at the upper end and the lower end of the corrugated steel plate wall; welding fishplates at the upper end and the lower end of the steel beam; inserting, matching and connecting the corrugated steel plate wall of the current structural layer and the steel beam of the lower structural layer with a tail groove of a fishplate at the upper end of the steel beam of the lower structural layer through a T-shaped plate at the lower end of the corrugated steel plate wall and welding; and inserting, matching and connecting the steel beam of the current structural layer and the corrugated steel plate wall of the current structural layer with the T-shaped plate at the upper end of the corrugated steel plate wall of the current structural layer through the tail groove of the fishplate at the lower end of the steel beam of the current structural layer. The invention has the advantages of convenient transportation, high transportation efficiency, light hoisting weight, convenient hoisting and construction efficiency, and convenient adjustment when the design layout is changed.
Description
Technical Field
The invention relates to the technical field of constructional engineering, in particular to a construction method and a structure of an assembled steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall.
Background
The fabricated steel structure building is widely applied with excellent performance, and the buckling-restrained corrugated steel plate wall is an important component of the fabricated steel structure building. The construction method of the buckling-restrained corrugated steel plate wall generally comprises the steps of welding corrugated steel plate steel beams to form a construction structure of the buckling-restrained corrugated steel plate wall, and then integrally hoisting the construction structure to a structural layer for assembly construction. In addition, when the size or position of a construction joint changes, the adjustment is inconvenient.
Disclosure of Invention
The invention aims to solve the technical problem of providing a construction method and a construction structure of an anti-seismic buckling-restrained corrugated steel plate wall of an assembly type steel structure building, so as to solve the problems that a construction structure formed by welding a traditional corrugated steel plate and a steel beam is inconvenient to transport and the construction nodes are inconvenient to adjust when changed.
In order to solve the technical problems, the technical scheme provided by the invention is as follows: a construction method of an assembled steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall comprises the following steps:
respectively transporting the corrugated steel plate wall and the steel beam to a structural layer;
symmetrically welding T-shaped plates at the upper end and the lower end of the corrugated steel plate wall;
when the node construction above the bottom structural layer is carried out, a plurality of groups of fin plates are symmetrically welded in the width direction of the upper end and the lower end of the steel beam to form a fishplate, and gaps between the symmetrical fin plates form a tail groove of the fishplate;
inserting and matching the corrugated steel plate wall of the current structural layer and the steel beam of the lower structural layer with the tail groove of the fishplate at the upper end of the steel beam of the lower structural layer through the T-shaped plate at the lower end of the corrugated steel plate wall, and welding the T-shaped plate of the inserted and matched connecting node with the fishplate after adjusting the position of the corrugated steel plate wall of the current structural layer relative to the steel beam of the lower structural layer so as to fixedly connect the corrugated steel plate wall of the current structural layer with the steel beam of the lower structural layer;
inserting and matching the steel beam of the current structural layer and the corrugated steel plate wall of the current structural layer through a tail groove of a fishplate at the lower end of the steel beam of the current structural layer and a T-shaped plate at the upper end of the corrugated steel plate wall of the current structural layer, and welding the T-shaped plate of the inserted and matched connecting node and the fishplate after adjusting the position of the steel beam of the current structural layer relative to the corrugated steel plate wall of the current structural layer so as to fixedly connect the steel beam of the current structural layer and the corrugated steel plate wall of the current structural layer.
Further, the invention provides a construction method of the fabricated steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall,
when the bottom structure layer node is constructed, constructing a bottom steel plate concrete wall, and arranging a plurality of groups of fin plates in the width direction on the bottom steel plate concrete wall to form the fishplate;
inserting and matching the corrugated steel plate wall of the bottom structural layer and the bottom steel plate concrete wall through the T-shaped plate at the lower end of the corrugated steel plate wall of the bottom structural layer and the tail groove of the fishplate on the bottom steel plate concrete wall, and welding the T-shaped plate of the inserted and matched connecting node and the fishplate after adjusting the position of the corrugated steel plate wall relative to the bottom steel plate concrete wall so as to fixedly connect the corrugated steel plate of the bottom structural layer and the bottom steel plate concrete wall.
Further, according to the construction method of the assembled steel structure building earthquake-resistant and buckling-restrained corrugated steel plate wall provided by the invention, the bottom layer steel plate concrete wall body comprises a steel structure frame, the steel structure frame comprises a vertical steel plate, transverse steel plates vertically welded at two ends of the vertical steel plate, and studs and stiffening plates arranged at two sides of the vertical steel plate.
Further, the construction method of the anti-seismic buckling-restrained corrugated steel plate wall of the assembly type steel structure building provided by the invention further comprises the following steps: and constructing a floor slab on the steel beam of each structural layer.
Further, the construction method of the fabricated steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall provided by the invention comprises the steps of forming a corrugated steel plate and guard plates arranged on two sides of the corrugated steel plate.
Further, according to the construction method of the fabricated steel structure building anti-seismic buckling-restrained corrugated steel plate wall provided by the invention, the fishplate further comprises a support plate which is positioned in a part of tail grooves between each group of symmetrical fins.
Further, the construction method of the fabricated steel structure building anti-seismic buckling-restrained corrugated steel plate wall provided by the invention comprises the steps that the steel beam comprises I-shaped steel and reinforcing plates welded on two sides of a web plate of the I-shaped steel and positioned between the wing plates of the I-shaped steel.
Further, according to the construction method of the fabricated steel structure building anti-seismic buckling-restrained corrugated steel plate wall provided by the invention, the two symmetrical fin plates of the fishplate are provided with guide angles at one side of the tail groove.
In order to solve the above technical problems, another technical solution provided by the present invention is: a construction structure of an assembled steel structure building anti-seismic buckling-restrained corrugated steel plate wall is obtained according to the construction method of the assembled steel structure building anti-seismic buckling-restrained corrugated steel plate wall, and comprises the following steps:
the corrugated steel plate wall is vertically arranged;
the steel beams are vertically arranged at the upper end and the lower end of the corrugated steel plate wall;
the adapter is arranged between the steel beam and the corrugated steel plate wall, and comprises T-shaped plates arranged at the upper end and the lower end of the corrugated steel plate wall, fishplates arranged at the upper end and the lower end of the steel beam are arranged, the fishplates are formed by multiple groups of fin plates welded at the upper end and the lower end of the steel beam in the width direction, gaps between the fin plates form a tail groove of the fishplate, and the T-shaped plates and the tail groove of the fishplate are inserted, matched and connected and welded.
Further, the construction structure of the fabricated steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall provided by the invention further comprises:
the bottom layer steel plate concrete wall comprises a steel structure frame which is vertically arranged on one side of a wall column; the steel structure frame with corrugated steel plate wall passes through the adaptor is connected, just the fishplate of adaptor sets up on the steel structure frame.
Compared with the prior art, the construction method and the structure of the fabricated steel structure building anti-seismic buckling-restrained corrugated steel plate wall have the following beneficial effects:
the integral structure integral hoisting mode formed after welding the traditional buckling-restrained corrugated steel plate wall and the steel beam is decomposed into the mode that the buckling-restrained corrugated steel plate wall and the steel beam are respectively transported to the structural layer, and then the adapter formed by the T-shaped plate welded on the corrugated steel plate wall and the fishplate welded on the steel beam is inserted, matched and connected and welded after alignment, so that the problem of inconvenient transportation caused by the defects of large weight, large size and the like of the integral hoisting mode is solved. The hoisting device has the advantages of convenience in transportation, high transportation efficiency, light hoisting weight, convenience in hoisting and high construction efficiency.
Through inserting the fit connection of corrugated steel plate wall and girder steel, through the mounted position of adjusting corrugated steel plate wall to the problem of inconvenient adjustment when having solved construction node position and changing. When the size of construction node changes, can be through the size of the adaptor of welding different sizes and adjustment ripple steel sheet wall or girder steel to adjust when the size changes, with the adjustment demand of the design overall arrangement of adaptation steel structure building, have the advantage of convenient adjustment when the design overall arrangement changes.
Drawings
FIG. 1 is a schematic structural diagram of a construction structure of an anti-seismic buckling-restrained corrugated steel plate wall of an assembly type steel structure building;
FIG. 2 is a cross-sectional view taken along line A-A;
FIG. 3 is a partial enlarged view at C;
FIG. 4 is a partial enlarged view at D;
FIG. 5 is a cross-sectional view taken at B-B;
FIG. 6 is a schematic structural view of a fishplate of an embodiment;
FIG. 7 is a cross-sectional view at E-E;
FIG. 8 is a cross-sectional view at F-F;
FIG. 9 is a schematic structural view of an adaptor according to another embodiment;
FIG. 10 is a cross-sectional view at G-G;
FIG. 11 is a schematic structural view of an adapter of yet another embodiment;
FIG. 12 is a cross-sectional view taken at H-H;
FIG. 13 is a schematic structural view of a steel structural frame of the underlying steel panel concrete wall;
FIG. 14 is a cross-sectional view taken at J-J;
shown in the figure:
100. the construction method comprises the following steps of (1) constructing a construction structure of the anti-seismic buckling-restrained corrugated steel plate wall by using an assembled steel structure building;
110. corrugated steel plate wall 111, corrugated steel plate 112 and guard board;
120. the device comprises an adapter piece, 121, a T-shaped plate, 122, a fishplate, 122-1, a fin, 122-2, a tail groove, 122-3 and a support plate;
130. the steel beam, 131, the I-steel, 132 and the stiffening plate;
140. the concrete wall comprises a bottom layer steel plate concrete wall body, 141, vertical steel plates, 142, transverse steel plates, 143, studs, 144 and reinforcing plates;
150. a floor slab;
160. a wall stud.
Detailed Description
The invention is described in detail below with reference to the attached drawing figures: the advantages and features of the present invention will become more apparent from the following description. It is to be noted that the drawings are in a very simplified form and are not to precise scale, which is merely for the purpose of facilitating and distinctly claiming the embodiments of the present invention.
Referring to fig. 1 to 14, an embodiment of the present invention provides a construction method of an assembled steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall, which includes the following steps:
step 201, the corrugated steel plate wall 110 and the steel beam 130 are respectively transported to a structural layer.
Step 202, symmetrically welding T-shaped plates 121 at the upper end and the lower end of the corrugated steel plate wall 110.
Step 203, during construction of the upper node of the bottom structural layer, a plurality of groups of fins 122-1 are symmetrically welded in the width direction of the upper end and the lower end of the steel beam 130 to form the fishplates 122, and gaps between the symmetrical fins 122-1 form tail grooves 122-2 of the fishplates 122.
Step 204, inserting and matching the corrugated steel plate wall 110 of the current structural layer and the steel beam 130 of the lower structural layer with the tail groove 122-2 of the fishplate 122 at the upper end of the steel beam 130 of the lower structural layer through the T-shaped plate 121 at the lower end of the corrugated steel plate wall 110, and welding the T-shaped plate 121 of the inserted and matched connection node with the fishplate 122 after adjusting the position of the corrugated steel plate wall 110 of the current structural layer relative to the steel beam 130 of the lower structural layer so as to fixedly connect the corrugated steel plate wall 110 of the current structural layer with the steel beam 130 of the lower structural layer. Wherein the T-shaped plate 121 and the fishplate 122 form the adaptor 120.
Step 205, inserting, matching and connecting the steel beam 130 of the current structural layer and the corrugated steel plate wall 110 of the current structural layer with the T-shaped plate 121 at the upper end of the corrugated steel plate wall 110 of the current structural layer through the tail groove 122-2 of the fishplate 122 at the lower end of the steel beam 130 of the current structural layer, adjusting the position of the steel beam 130 of the current structural layer relative to the corrugated steel plate wall 110 of the current structural layer, and then welding the T-shaped plate 121 of the inserted matching and connecting node with the fishplate 122, so as to fixedly connect the steel beam 130 of the current structural layer and the corrugated steel plate wall 110 of the current structural layer.
Referring to fig. 1 to 14, the construction method of the fabricated steel structure building earthquake-resistant and buckling-restrained corrugated steel plate wall 110 provided by the invention may further include the following steps:
step 206, during construction of the bottom structural layer node, constructing the bottom concrete-filled steel panel wall 140, and arranging a plurality of groups of fins 122-1 in the width direction on the bottom concrete-filled steel panel wall 140 to form the fishplate 122.
And step 207, inserting and matching the corrugated steel plate wall 110 of the bottom structure layer and the bottom steel plate concrete wall 140 with the tail groove 122-2 of the fishplate 122 on the bottom steel plate concrete wall 140 through the T-shaped plate 121 at the lower end of the corrugated steel plate wall 110 of the bottom structure layer, adjusting the position of the corrugated steel plate wall 110 relative to the bottom steel plate concrete wall 140, and welding the T-shaped plate 121 of the inserted and matched connecting node with the fishplate 122 to fixedly connect the corrugated steel plate of the bottom structure layer and the bottom steel plate concrete wall 140. In order to improve the structural strength and stability of the bottom layer steel plate concrete wall 140, the bottom layer steel plate concrete wall 140 may include a steel structure frame, the steel structure frame includes vertical steel plates 141, horizontal steel plates 142 vertically welded at both ends of the vertical steel plates 141, and studs 143 and stiffening plates 144 disposed at both sides of the vertical steel plates 141.
Referring to fig. 1 to 3, in order to construct a complete structure of an assembly type steel structure building, a construction method of an anti-seismic and anti-buckling corrugated steel plate wall of an assembly type steel structure building according to an embodiment of the present invention further includes: and constructing a floor slab 150 on the steel beam 130 of each structural layer. The construction of the floor slab 150 may be performed on the steel beam 130 after each structural layer is constructed, or after several structural layers are constructed.
Referring to fig. 2 to 4, in the construction method of the fabricated steel structure building earthquake-resistant and buckling-restrained corrugated steel plate wall according to the embodiment of the present invention, the corrugated steel plate wall 110 includes a corrugated steel plate 111 and guard plates 112 disposed on two sides of the corrugated steel plate 111. The guard plate 112 may be formed of a steel such as i-steel.
Referring to fig. 3, in order to improve the structural strength of the steel beam 130, in the method for constructing the earthquake-resistant and buckling-restrained corrugated steel plate wall of the fabricated steel structure building according to the embodiment of the present invention, the steel beam 130 includes an i-beam 131 and reinforcing plates 132 welded to both sides of a web of the i-beam 131 and between flanges of the i-beam 131.
Referring to fig. 6 to 12, in order to facilitate the construction efficiency of the insertion fit connection of the T-shaped plate 121 and the fishplate 122, in the construction method of the anti-seismic and anti-buckling corrugated steel plate wall of the fabricated steel structure building according to the embodiment of the invention, the two symmetrical fins 122-1 of the fishplate 122 are provided with guide angles at one side of the tail slot 122-2.
Referring to fig. 1 to 14, an embodiment of the present invention further provides a construction structure of an assembled steel structure building earthquake-resistant and buckling-restrained corrugated steel plate wall 110, which is obtained according to the construction method of an assembled steel structure building earthquake-resistant and buckling-restrained corrugated steel plate wall, and includes:
a corrugated steel plate wall 110 vertically arranged; the steel beams 130 are vertically arranged at the upper end and the lower end of the corrugated steel plate wall 110; the adapter 120 is arranged between the steel beam 130 and the corrugated steel plate wall 110, and comprises T-shaped plates 121 arranged at the upper end and the lower end of the corrugated steel plate wall 110, and fishplates 122 arranged at the upper end and the lower end of the steel beam 130, wherein the fishplates 122 are composed of a plurality of groups of fin plates 122-1 welded at the upper end and the lower end of the steel beam 130 in the width direction, gaps between the symmetrical fin plates 122-1 form a tail groove 122-2 of the fishplate 122, and the T-shaped plates 121 are connected with the tail groove 122-2 of the fishplate 122 in an inserting fit manner and welded.
Referring to fig. 1 and 4, the construction structure of the fabricated steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall according to the embodiment of the present invention may further include:
the bottom layer steel plate concrete wall body comprises a steel structure frame which is vertically arranged on one side of the wall column 160; the steel structural frame is connected with the corrugated steel plate wall 110 through the adaptor 120, and the fishplate 122 of the adaptor 120 is arranged on the steel structural frame.
Referring to fig. 1 and 14, in the construction method and structure of the fabricated steel structure building earthquake-resistant and buckling-restrained corrugated steel plate wall according to the embodiment of the present invention, the adaptor 120 may have various structural forms. Referring to fig. 2, 6 to 8, the fishplate 122 of the adaptor 120 may include a plurality of sets of symmetrically disposed fins 122-1 and a support plate 122-3 located in a portion of the tail groove 122-2 between each set of the symmetrically disposed fins 122-1, which can improve the connection strength and can be used for connecting the upper node of the corrugated steel plate wall 110 and the lower node of the steel beam 130. The fishplate 122 of figures 6 to 8 may be welded to the tee 121 only in the end slots 122-2 between the longer fins 122-1. The shorter fins 122-1 and support plate 122-3 serve to increase structural strength.
Referring to fig. 2, 9 to 10, the fishplate 122 of the adaptor 120 may only include a plurality of sets of symmetrically disposed fins 122-1, and the fins 122-1 may be trapezoidal plates with chamfered corners, and may be used for connecting the lower node of the corrugated steel plate wall 110 with the upper node of the steel beam 130 or the steel structural frame. Referring to fig. 2, 4 and 11 to 12, the fishplate 122 of the adaptor 120 may only include two sets of symmetrically arranged fins 122-1, and the fins 122-1 may be rectangular plates with chamfered corners, and may be used for connecting the lower node of the corrugated steel plate wall 110 with the upper node of the steel beam 130 or the steel structural frame. The adaptor 120 of fig. 11 to 12 can reduce costs.
Referring to fig. 1 to 4, in the construction method and structure of the fabricated steel structure building anti-seismic buckling-restrained corrugated steel plate wall according to the embodiment of the present invention, the integral hoisting method of the integrated structure formed by welding the traditional buckling-restrained corrugated steel plate wall 110 and the steel beam 130 is decomposed into the steps of respectively transporting the buckling-restrained corrugated steel plate wall 110 and the steel beam 130 to the structural layer, and then the adaptor 120 formed by the T-shaped plate 121 welded to the corrugated steel plate wall 110 and the fishplate 122 welded to the steel beam 130 is inserted, matched, connected, aligned and then welded, so as to reduce the problem of inconvenient transportation caused by the defects of large weight, large volume and the like of the integral hoisting method. The hoisting device has the advantages of convenience in transportation, high transportation efficiency, light hoisting weight, convenience in hoisting and high construction efficiency. Through the inserting and matching connection of the corrugated steel plate wall 110 and the steel beam 130, the problem of inconvenient adjustment when the position of a construction node is changed is solved by adjusting the installation position of the corrugated steel plate wall 110. When the size of the construction node changes, the sizes of the adaptor 120 with different sizes can be welded and the corrugated steel plate wall 110 or the steel beam 130 can be adjusted, so that the adjustment requirement of the design layout of the steel structure building can be met, and the method has the advantage of being convenient to adjust when the design layout changes.
The present invention is not limited to the above-described specific embodiments, and it is apparent that the above-described embodiments are some, not all, of the embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the described embodiments of the invention, are within the scope of the invention. Other levels of modification and variation of the present invention may be made by those skilled in the art. Thus, it is intended that the present invention cover the modifications and variations of this invention provided they come within the scope of the appended claims.
Claims (10)
1. A construction method of an assembled steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall is characterized by comprising the following steps:
respectively transporting the corrugated steel plate wall and the steel beam to a structural layer;
symmetrically welding T-shaped plates at the upper end and the lower end of the corrugated steel plate wall;
when the node construction above the bottom structural layer is carried out, a plurality of groups of fin plates are symmetrically welded in the width direction of the upper end and the lower end of the steel beam to form a fishplate, and gaps between the symmetrical fin plates form a tail groove of the fishplate;
inserting and matching the corrugated steel plate wall of the current structural layer and the steel beam of the lower structural layer with the tail groove of the fishplate at the upper end of the steel beam of the lower structural layer through the T-shaped plate at the lower end of the corrugated steel plate wall, and welding the T-shaped plate of the inserted and matched connecting node with the fishplate after adjusting the position of the corrugated steel plate wall of the current structural layer relative to the steel beam of the lower structural layer so as to fixedly connect the corrugated steel plate wall of the current structural layer with the steel beam of the lower structural layer;
inserting and matching the steel beam of the current structural layer and the corrugated steel plate wall of the current structural layer through a tail groove of a fishplate at the lower end of the steel beam of the current structural layer and a T-shaped plate at the upper end of the corrugated steel plate wall of the current structural layer, and welding the T-shaped plate of the inserted and matched connecting node and the fishplate after adjusting the position of the steel beam of the current structural layer relative to the corrugated steel plate wall of the current structural layer so as to fixedly connect the steel beam of the current structural layer and the corrugated steel plate wall of the current structural layer.
2. The construction method of an assembly type steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall according to claim 1,
when the bottom structure layer node is constructed, constructing a bottom steel plate concrete wall, and arranging a plurality of groups of fin plates in the width direction on the bottom steel plate concrete wall to form the fishplate;
inserting and matching the corrugated steel plate wall of the bottom structural layer and the bottom steel plate concrete wall through the T-shaped plate at the lower end of the corrugated steel plate wall of the bottom structural layer and the tail groove of the fishplate on the bottom steel plate concrete wall, and welding the T-shaped plate of the inserted and matched connecting node and the fishplate after adjusting the position of the corrugated steel plate wall relative to the bottom steel plate concrete wall so as to fixedly connect the corrugated steel plate of the bottom structural layer and the bottom steel plate concrete wall.
3. The construction method of the assembled steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall as claimed in claim 2, wherein the bottom layer steel plate concrete wall body comprises a steel structure frame, the steel structure frame comprises vertical steel plates, transverse steel plates vertically welded at two ends of the vertical steel plates, and studs and stiffening plates arranged at two sides of the vertical steel plates.
4. The construction method of the assembly type steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall according to claim 1, further comprising: and constructing a floor slab on the steel beam of each structural layer.
5. A construction method of an assembled steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall as claimed in claim 1, wherein the corrugated steel plate wall comprises a corrugated steel plate and guard plates provided at both sides of the corrugated steel plate.
6. The method for constructing an earthquake-resistant and buckling-resistant corrugated steel plate wall of an assembly type steel structure building according to claim 1, wherein the fishplate further comprises a support plate which is positioned in a part of the tail groove between each set of symmetrical fins.
7. The construction method of an assembly type steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall as claimed in claim 1, wherein the steel beam comprises an i-steel, and reinforcing plates welded on both sides of a web of the i-steel and positioned between flanges of the i-steel.
8. The construction method of the assembled steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall as claimed in claim 1, wherein the two symmetrical fins of the fishplate are provided with guide angles at one side of the tail groove.
9. A construction structure of an assembly type steel structure building earthquake-resistant and buckling-resistant corrugated steel plate wall is characterized in that the construction structure is obtained according to the construction method of the assembly type steel structure building earthquake-resistant and buckling-resistant corrugated steel plate wall in claim 1, and comprises the following steps:
the corrugated steel plate wall is vertically arranged;
the steel beams are vertically arranged at the upper end and the lower end of the corrugated steel plate wall;
the adapter is arranged between the steel beam and the corrugated steel plate wall, and comprises T-shaped plates arranged at the upper end and the lower end of the corrugated steel plate wall, fishplates arranged at the upper end and the lower end of the steel beam are arranged, the fishplates are formed by multiple groups of fin plates welded at the upper end and the lower end of the steel beam in the width direction, gaps between the fin plates form a tail groove of the fishplate, and the T-shaped plates and the tail groove of the fishplate are inserted, matched and connected and welded.
10. The construction structure of an assembled steel structure building earthquake-resistant buckling-restrained corrugated steel plate wall as claimed in claim 9, further comprising:
the bottom layer steel plate concrete wall comprises a steel structure frame which is vertically arranged on one side of a wall column; the steel structure frame with corrugated steel plate wall passes through the adaptor is connected, just the fishplate of adaptor sets up on the steel structure frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111646510.2A CN114293678A (en) | 2021-12-30 | 2021-12-30 | Construction method and structure of fabricated steel structure building earthquake-resistant and bending-resistant corrugated steel plate wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111646510.2A CN114293678A (en) | 2021-12-30 | 2021-12-30 | Construction method and structure of fabricated steel structure building earthquake-resistant and bending-resistant corrugated steel plate wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114293678A true CN114293678A (en) | 2022-04-08 |
Family
ID=80970634
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111646510.2A Pending CN114293678A (en) | 2021-12-30 | 2021-12-30 | Construction method and structure of fabricated steel structure building earthquake-resistant and bending-resistant corrugated steel plate wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114293678A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010078870A (en) * | 2001-05-04 | 2001-08-22 | 원대연 | Development and construction methods of the prestressed composite truss beams |
| CN208122029U (en) * | 2017-07-17 | 2018-11-20 | 浙江越宫钢结构有限公司 | It is a kind of enclosed as steel plate made of shear wall slab assemble house |
| CN110130516A (en) * | 2019-04-29 | 2019-08-16 | 同济大学 | Corrugated steel board wall assembled height is adjustable connecting node and its installation method |
| CN210152069U (en) * | 2019-05-23 | 2020-03-17 | 中建二局安装工程有限公司 | Assembled high-rise steel structure residential system |
-
2021
- 2021-12-30 CN CN202111646510.2A patent/CN114293678A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010078870A (en) * | 2001-05-04 | 2001-08-22 | 원대연 | Development and construction methods of the prestressed composite truss beams |
| CN208122029U (en) * | 2017-07-17 | 2018-11-20 | 浙江越宫钢结构有限公司 | It is a kind of enclosed as steel plate made of shear wall slab assemble house |
| CN110130516A (en) * | 2019-04-29 | 2019-08-16 | 同济大学 | Corrugated steel board wall assembled height is adjustable connecting node and its installation method |
| CN210152069U (en) * | 2019-05-23 | 2020-03-17 | 中建二局安装工程有限公司 | Assembled high-rise steel structure residential system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101229194B1 (en) | Steel frame using u-shaped composite beam | |
| KR101406583B1 (en) | U-shaped composite beam | |
| CN113279501A (en) | Steel pipe and steel plate concrete shear wall structure with support rows | |
| CN112663824A (en) | Assembled spliced corrugated steel plate concrete combined shear wall and manufacturing method thereof | |
| KR101962788B1 (en) | Temporary bridge construction method using steel girder and composite deck-plate and temporary bridge therewith | |
| KR101547540B1 (en) | Hybrid beam having different type flange | |
| CN114293678A (en) | Construction method and structure of fabricated steel structure building earthquake-resistant and bending-resistant corrugated steel plate wall | |
| CN218757940U (en) | Multilayer modular building node coupling assembling | |
| Scalzi | The staggered truss system-structural considerations | |
| JP2002266317A (en) | Continuous girder for bridge | |
| RU62622U1 (en) | REINFORCED REINFORCED CONCRETE STRUCTURE OF A MULTI-STOREY BUILDING, FRAMEWORK CONSTRUCTION OF A FRAME, INTERIOR ELEMENT | |
| CN113338533B (en) | Deformation control method for plate type bidirectional bearing keel frame | |
| CN215106032U (en) | T-shaped steel frame and assembly type building | |
| CN110344503B (en) | Local superimposed sheet and combination wall post connected node structure | |
| CN108842910A (en) | A kind of more limb steel columns of assembled-freely-supported concrete plate Housing Structure System and its construction method | |
| CN211947977U (en) | High-efficient bailey concatenation platform | |
| EP0118820A2 (en) | Steel truss | |
| CN112144866A (en) | Supporting structure of steel bar truss floor bearing plate | |
| CN111910914A (en) | Multi-story high-rise assembled steel structure non-composite floor slab supporting system and construction method thereof | |
| CN219196023U (en) | Pull rod-free template structure supported by steel sheet piles | |
| CN219508823U (en) | Mixed rigid connection node of steel module building structure | |
| CN211817281U (en) | Bracing structure of steel beam and concrete floor slab at supporting position | |
| CN112359703B (en) | Manufacturing method of cable-stayed bridge divergent steel arch | |
| CN219637951U (en) | Tower crane foundation suitable for narrow and small construction sites | |
| CN115045388B (en) | Profiled steel sheet confined concrete column-combined flat beam frame structure and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |