CN212478108U - Connecting device for steel structure module layer and overhead layer - Google Patents
Connecting device for steel structure module layer and overhead layer Download PDFInfo
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- CN212478108U CN212478108U CN202020638818.7U CN202020638818U CN212478108U CN 212478108 U CN212478108 U CN 212478108U CN 202020638818 U CN202020638818 U CN 202020638818U CN 212478108 U CN212478108 U CN 212478108U
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Abstract
The utility model provides a connecting device on steel construction module layer and built on stilts layer, including setting up in the module column base connecting portion on module layer to and set up the built on stilts layer post connecting portion on the built on stilts layer, built on stilts layer post connecting portion can dismantle connect in module column base connecting portion. The module column base connecting part comprises a module column base connecting piece arranged at the bottom of the module layer and a module bottom beam used for erecting the module column base connecting piece. The utility model has the advantages that: the bottom overhead layer frame beam which is increased only for realizing the connection of the module and the overhead layer is saved, the processing procedures of a factory to the overhead layer beam are effectively reduced, the field installation is simple, and the manufacturing cost is saved. By the connection method, under the condition that the bottom is not connected with the frame beam, a stable structure system that the column bottom of the overhead layer is rigidly connected with the foundation and the column top of the overhead layer is hinged with the module is formed, the stress is reasonable, the construction, manufacture and installation efficiency is high, and the method can be widely applied to the steel structure module layer.
Description
Technical Field
The utility model belongs to the technical field of steel construction module layer, a connecting device on steel construction module layer and built on stilts layer is related to.
Background
The steel structure module layer is an assembly type building, the whole building is formed by combining a plurality of monomer modules with different specifications, the main structure and the assembly and the repair of each module are finished in a factory, and the modules are only required to be assembled and connected on site. At present, because of the requirement of building functions, an overhead layer is required to be formed at the bottom to ensure the arrangement of equipment pipelines, so that a structural system of a steel frame is adopted at the bottom, concrete hardened ground is made on the ground, and a modular structure is adopted in an upper living area. The traditional connection mode of the module and the steel frame is that the module is positioned and horizontally connected with the top of a frame column, and the module is connected with a bottom beam of the module in the vertical direction through a frame beam.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a connecting device and method of steel construction module layer and built on stilts layer.
The utility model adopts the technical proposal that:
the utility model provides a connecting device on steel construction module layer and built on stilts layer for reduce the frame roof beam that increases because of connecting, upper portion adopts the module layer for the living area, and the bottom is the built on stilts layer, including set up in the module column foot connecting portion on module layer, and set up in built on stilts layer column connecting portion on the built on stilts layer, built on stilts layer column connecting portion can dismantle connect in module column foot connecting portion.
Furthermore, the module column base connecting part comprises a module column base connecting part arranged at the bottom of the module layer and a module bottom beam used for erecting the module column base connecting part, and the module bottom beam is attached to the module column base connecting part.
Further, built on stilts layer post connecting portion include one be used for connecting built on stilts layer post of built on stilts layer and soleplate, one set up in the capital connecting piece on built on stilts layer capital end, one set up in the locating pin on the capital connecting piece, one set up in the armboard that adds of capital connecting piece bottom, one set up in stiffening rib on the built on stilts layer post, the locating pin is used for the location built on stilts layer post connecting portion, it is used for strengthening to add the armboard the stability of capital connecting piece.
Further, a leveling gasket is arranged between the module column base connecting part and the overhead layer column connecting part, and the leveling gasket is used for blocking a gap between the module column base connecting part and the overhead layer column connecting part.
Furthermore, a plurality of bolt holes are formed in the positions, close to the module column base connecting pieces, of the module bottom beams, and the bolt holes are used for detachably connecting the overhead layer column connecting parts to the module column base connecting parts.
Furthermore, a stiffening plate is arranged on the module bottom beam and used for locally reinforcing the stability of the module bottom beam.
Further, the haunching plate is vertically arranged on the column top connecting piece.
The utility model has the advantages and positive effects that: by adopting the technical scheme, the bottom overhead layer frame beam which is only increased for realizing the connection of the module and the overhead layer is omitted, and the column top node connected with the module is formed by carrying out special process processing on the top of the overhead layer column, so that the hinged connection node of the module and the overhead layer column is realized. The processing procedure of the overhead layer beam in a factory is effectively reduced, the field installation is simple, and the manufacturing cost is saved. By the connection method, under the condition that the bottom is not connected with the frame beam, a stable structure system that the column bottom of the overhead layer is rigidly connected with the foundation and the column top of the overhead layer is hinged with the module is formed, the stress is reasonable, the construction, manufacture and installation efficiency is high, and the method can be widely applied to the steel structure module layer.
Drawings
Fig. 1 is a schematic view of a prior art connection device for a steel structure module layer and a bottom overhead layer according to an embodiment of the present invention;
FIG. 2 is a schematic view of a connecting device for connecting a steel structure module layer and a bottom overhead layer according to an embodiment of the present invention;
fig. 3 is an enlarged schematic view of a connection node between the module layer and the overhead layer according to an embodiment of the present invention;
fig. 4 is an enlarged schematic view of the module layer and the overhead layer according to the embodiment of the present invention after the connection is completed;
fig. 5 is an enlarged schematic view of a module column base connection portion according to an embodiment of the present invention.
In the figure:
1. module layer 2, overhead layer 3, foundation slab
4. Module column base connecting piece 5, positioning pin 6 and column top connecting piece
7. Leveling gasket 8, haunching plate 9 and stiffening rib
10. Stiffening plate 11, template floorbar 12, built on stilts layer post
13. Bolt 14, bottom frame beam
Detailed Description
Embodiments of the present invention will be described below with reference to the accompanying drawings.
Referring to fig. 1 shows the schematic diagram of the connecting device in the prior art of the steel structure module layer 1 and the bottom overhead layer 2 of the embodiment of the present invention, the frame column top and the module layer 1 are positioned and horizontally connected, and the vertical direction connection is realized through the bottom frame beam 14 and the module bottom beam 11. The method has certain defects, firstly, the bottom frame beam 14 is added for realizing connection, and the connection mode of the beam column of the original frame structure is limited due to the connection, so that the processing of the connection node is complex; secondly, the bottom frame beam 14 is added to the connection between the module layer 1 and the overhead layer 2, so that the manufacturing cost is increased; finally, the difficulty of field installation is increased. The embodiment of the utility model provides a connecting device and method of steel construction module layer 1 and bottom overhead layer 2. The module column foot connecting part of the steel structure module is directly connected with the bottom overhead layer column 12, the bottom of the overhead layer column 12 and the foundation slab 3 are in rigid connection nodes, and the top of the overhead layer 2 and the module layer 1 are hinged to each other, so that the overhead layer column 12 and the module layer 1 form a stable structure system. The number of bottom frame beams 14 added for the mere implementation of the connection is effectively reduced. The manufacturing cost is reduced, the factory processing and manufacturing procedures are reduced, and the field installation is simple. Referring to fig. 2 shows the utility model discloses a connecting device sketch map of steel construction module layer 1 and bottom built on stilts layer 2, the device are used for reducing because of connecting the bottom frame roof beam 14 that increases, and upper portion adopts module layer 1 for the living area, and the bottom is built on stilts layer 2, and the bottom is 3 layers of soleplate, the device including set up in module layer 1's module column base connecting portion, and set up in built on stilts layer column connecting portion on the built on stilts layer 2, built on stilts layer column connecting portion can dismantle connect in module column base connecting portion.
Referring to fig. 5, the enlarged schematic view of the module column base connection part according to the embodiment of the present invention is shown, the module column base connection part includes a module column base connection part 4 disposed at the bottom of the module layer 1, and a module bottom beam 11 for erecting the module column base connection part 4, and the module bottom beam 11 is attached to the module column base connection part 4.
Refer to fig. 3, which is an enlarged schematic view of a connection node between the module layer 1 and the overhead layer 2 according to the embodiment of the present invention. The built on stilts layer post 12 includes an overhead layer post 12 that is used for connecting overhead layer 2 and soleplate 3, one sets up in the capital connecting piece 6 on overhead layer post 12 top, one sets up locating pin 5 on capital connecting piece 6, one sets up in the armboard 8 that adds of capital connecting piece 6 bottom, preferred the embodiment of the utility model provides an in the embodiment with armboard 8 set up perpendicularly on capital connecting piece 6. A stiffening rib 9 arranged on the connecting part of the overhead layer column, a positioning pin 5 used for positioning the overhead layer column 12, and an armboard 8 used for strengthening the stability of the column top connecting piece 6. And a plurality of bolt 13 holes are formed in the position, close to the module column base connecting piece 4, of the module bottom beam 11, and the bolt 13 holes are used for detachably connecting the overhead layer column 12 to the module column base connecting part. A stiffening plate 10 is arranged on the module bottom beam 11, and the stiffening plate 10 is used for locally reinforcing the stability of the module bottom beam 11.
A leveling gasket 7 is arranged between the module column base connecting part and the overhead layer column 12, the leveling gasket 7 is used for blocking a gap between the module column base connecting part and the overhead layer column 12, referring to a schematic view of a connecting device of a steel structure module layer 1 and a bottom overhead layer shown in fig. 2 and fig. 5, the utility model discloses an enlarged schematic view of the module column base connecting part, the leveling gasket 7 can be arranged between bolts 13 in fig. 2, and also can be arranged at the bottom of a module bottom beam 11 shown in fig. 5, in particular, when the leveling gasket 7 is arranged between the bolts 13, when the column top connecting part 6 is connected with the module bottom beam 11 through the bolts 13, the leveling gasket 7 can fill the gap between the column top connecting part 6 and the module bottom beam 11; when the leveling shim 7 is arranged at the bottom of the module bottom beam 11, the column base connecting part beam side is flush with the bottom of the column base connecting part, and when the column top connecting part 6 is connected with the module bottom beam 11, the leveling shim 7 plays a role of supplementing a gap.
The connection method of the connection device of the steel structure module layer 1 and the overhead layer of the embodiment of the utility model is that firstly, the overhead layer column 12 is assembled; then, filling gaps between the overhead multi-layer column 12 and the module column base connecting parts; next, hoisting the overhead sill pillar 12; finally, the fixed overhead layer column 12 and the module column foot connections: the overhead multi-layer column 12 is clamped in the module column base connecting part through a positioning pin 5.
Further, the overhead layer column 12 includes an overhead layer column for connecting the overhead layer and the foundation slab 3, a column top connecting member 6, a positioning pin 5, and an armboard 8, in the assembling step, the welding stiffening rib 9 is welded on the overhead layer column, the column top connecting member 6 is welded on the overhead layer column top end, the positioning pin 5 is welded on the column top connecting member 6, and the armboard 8 is welded on the column top connecting member 6 perpendicularly. In the step of caulking, a leveling gasket 7 is welded to the module column foot part to level the module column foot part and the module column foot connecting part.
The embodiment of the utility model provides an advantage that has and positive effect are:
the embodiment of the utility model discloses a bottom frame roof beam 14 that only increases for realizing that module layer 1 is connected with the overhead layer has been saved, through carrying out special technology processing to overhead layer capital portion, forms the capital node of being connected with module layer 1 to the articulated connected node of module layer 1 with overhead layer post has been realized. The processing procedure of the overhead layer beam in a factory is effectively reduced, the field installation is simple, and the manufacturing cost is saved. By the connecting method, under the condition that the bottom frame beam 14 is not connected, a stable structure system that the bottom of the overhead layer column is rigidly connected with the foundation slab 3 and the top of the overhead layer column is hinged with the module layer 1 is formed, the stress is reasonable, the construction, manufacture and installation efficiency is high, and the method can be widely applied to steel structure modular buildings.
As used in the specification and in the claims, certain terms are used to refer to particular components. As one skilled in the art will appreciate, different manufacturers may refer to a component by different names. This specification and claims do not intend to distinguish between components that differ in name but not function. In the following description and in the claims, the terms "include" and "comprise" are used in an open-ended fashion, and thus should be interpreted to mean "include, but not limited to. "substantially" means within an acceptable error range, and a person skilled in the art can solve the technical problem within a certain error range to substantially achieve the technical effect. The description which follows is a preferred embodiment of the present application, but is made for the purpose of illustrating the general principles of the application and not for the purpose of limiting the scope of the application. The protection scope of the present application shall be subject to the definitions of the appended claims.
It is also noted that the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a good or system that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such good or system. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other like elements in a commodity or system that includes the element.
The embodiments of the present invention have been described in detail, but the description is only for the preferred embodiments of the present invention and should not be construed as limiting the scope of the present invention. All the equivalent changes and improvements made according to the application scope of the present invention should still fall within the patent coverage of the present invention.
Claims (7)
1. The utility model provides a connecting device on steel construction module layer and built on stilts layer for reduce the frame roof beam that increases because of connecting, upper portion adopts the module layer for living area, and the bottom is the built on stilts layer, its characterized in that: including set up in the module toe connecting portion on module layer, and set up in built on stilts layer column connecting portion on the built on stilts layer, built on stilts layer column connecting portion can dismantle connect in module toe connecting portion.
2. The device for connecting a steel structure module layer and an overhead layer as claimed in claim 1, wherein: the module column base connecting part comprises a module column base connecting piece arranged at the bottom of the module layer and a module bottom beam used for erecting the module column base connecting piece, and the module bottom beam is attached to the module column base connecting piece.
3. The device for connecting a steel structure module layer and an overhead layer as claimed in claim 1, wherein: the overhead layer column connecting part comprises an overhead layer column used for connecting the overhead layer and the foundation slab, a column top connecting piece arranged at the top end of the overhead layer column, a positioning pin arranged on the column top connecting piece, an armboard arranged at the bottom of the column top connecting piece, a stiffening rib arranged on the overhead layer column, the positioning pin is used for positioning the overhead layer column connecting part, and the armboard is used for reinforcing the stability of the column top connecting piece.
4. The device for connecting a steel structure module layer and an overhead layer as claimed in claim 1, wherein: the module column base connecting part and the built on stilts layer of post connecting part between set up a leveling gasket, the leveling gasket is used for blockking up the module column base connecting part with the space between the built on stilts layer of post connecting part.
5. The device for connecting a steel structure module layer and an overhead layer as claimed in claim 2, wherein: and a plurality of bolt holes are formed in the positions, close to the module column base connecting pieces, of the module bottom beams, and the bolt holes are used for detachably connecting the overhead layer column connecting parts with the module column base connecting parts.
6. The device for connecting a steel structure module layer and an overhead layer as claimed in claim 2, wherein: the module bottom beam is provided with a stiffening plate, and the stiffening plate is used for locally reinforcing the stability of the module bottom beam.
7. The device for connecting a module layer and an overhead layer of a steel structure according to claim 3, wherein: the haunching plate is vertically arranged on the column top connecting piece.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020638818.7U CN212478108U (en) | 2020-04-24 | 2020-04-24 | Connecting device for steel structure module layer and overhead layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020638818.7U CN212478108U (en) | 2020-04-24 | 2020-04-24 | Connecting device for steel structure module layer and overhead layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212478108U true CN212478108U (en) | 2021-02-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020638818.7U Active CN212478108U (en) | 2020-04-24 | 2020-04-24 | Connecting device for steel structure module layer and overhead layer |
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| Country | Link |
|---|---|
| CN (1) | CN212478108U (en) |
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- 2020-04-24 CN CN202020638818.7U patent/CN212478108U/en active Active
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