CN219992879U - Combined detachable steel structure beam - Google Patents
Combined detachable steel structure beam Download PDFInfo
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- CN219992879U CN219992879U CN202321621361.9U CN202321621361U CN219992879U CN 219992879 U CN219992879 U CN 219992879U CN 202321621361 U CN202321621361 U CN 202321621361U CN 219992879 U CN219992879 U CN 219992879U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 153
- 239000010959 steel Substances 0.000 title claims abstract description 153
- 239000000178 monomer Substances 0.000 claims abstract description 114
- 238000010276 construction Methods 0.000 claims abstract description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 239000002131 composite material Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 8
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000003466 welding Methods 0.000 description 7
- 238000012423 maintenance Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000011900 installation process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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Abstract
The utility model relates to a combined detachable steel structure beam, and belongs to the technical field of building construction. The beam-to-beam connecting structure comprises a first connecting end detachably connected with a first steel beam monomer, a second connecting end detachably connected with a second steel beam monomer, a third connecting end detachably connected with a third steel beam monomer and a third connecting end detachably connected with a fourth steel beam monomer, a beam-to-beam connecting rod A is detachably arranged between the second connecting end and the second steel beam monomer, a beam-to-beam connecting rod B is detachably arranged between the third connecting end and the third steel beam monomer, and the other end of the beam-to-beam connecting rod B is fixedly welded on the fourth steel beam monomer. The utility model has the following beneficial effects: can realize the quick installation and the dismantlement of combination formula detachable steel construction roof beam, when the transportation, disassemble in order to pack the transportation, during the use, installation that again can be quick saves time, and installation simple, easy operation.
Description
Technical Field
The utility model relates to a combined detachable steel structure beam, and belongs to the technical field of building construction.
Background
The steel structure is simply called a steel structure, and is a structure mainly composed of steel materials. The structure mainly comprises steel beams, steel columns, steel trusses and other components made of section steel, steel plates and the like, and the components or parts are connected by adopting welding seams, bolts or rivets. Because the self weight is lighter, and the construction is simple and convenient, the method is widely applied to the fields of large-scale factory buildings, venues, super high-rise buildings and the like.
Patent number CN202020420189.0 discloses a steel structure support beam for building. Comprises two cross beams and two vertical beams; two the constant head tank has all been seted up to the inside one side of vertical beam horizontal direction, two the equal fixed mounting in outside one side of crossbeam horizontal direction has the inserted block, two in the constant head tank that corresponds is all arranged in to the inserted block, two the outer lane swing joint of crossbeam has the supporting ring, two the supporting ring is all arranged in to the inside one end of crossbeam horizontal direction. According to the utility model, through the two hooks, when the cross beam is conveniently installed, the inserting blocks on the two cross beams can be inserted into the corresponding positioning grooves, then the two hooks are used for hooking the corresponding connecting blocks, so that a user can conveniently fix the supporting ring on the two cross beams through the four bolts a, and the cross beam is installed.
Although the above patent can realize the supporting function, the prior art is not comprehensive in consideration, and has the following disadvantages:
the existing steel structure beams are mostly integrated steel structure beams, and the integrated steel structure beams are of an integrated design, are fixed in length and troublesome to pair, and in addition, when the integrated steel structure beams are damaged, the integrated steel structure beams need to be replaced or maintained integrally, so that the maintenance cost is increased.
What need is urgent need is a modular steel construction roof beam that can dismantle, can realize that the modular steel construction roof beam that can dismantle is installed fast and is dismantled, when the transportation, disassembles in order to pack the transportation, during the use, can install fast again, saves time, and the installation is simple, easy operation.
Disclosure of Invention
In order to solve one of the above problems, according to the above shortcomings in the prior art, the present utility model aims to solve the technical problems: how to realize can realize the quick installation and the dismantlement of combination formula detachable steel structural beam, when the transportation, disassemble in order to pack the transportation, during the use, installation that again can be quick, save time, and the installation is simple, easy operation, provides a combination formula detachable steel structural beam for this.
The combined type detachable steel structure beam is characterized by further comprising an inter-beam connecting structure used for connecting the first steel beam monomer, the second steel beam monomer, the third steel beam monomer and the fourth steel beam monomer, wherein the inter-beam connecting structure is provided with a first connecting end detachably connected with the first steel beam monomer, a second connecting end detachably connected with the second steel beam monomer, a third connecting end detachably connected with the third steel beam monomer and a third connecting end detachably connected with the fourth steel beam monomer, the first connecting end, the second connecting end, the third connecting end and the fourth connecting end are respectively positioned on four vertexes of the same parallelogram, an inter-beam connecting rod A is detachably arranged between the second connecting end and the second steel beam monomer, the other end of the inter-beam connecting rod A is fixedly welded on the first steel beam monomer, an inter-beam connecting rod B is detachably arranged between the third connecting end and the third steel beam monomer, and the other end of the inter-beam connecting rod B is fixedly welded on the fourth steel beam monomer.
The existing steel structure beams are mostly integrated steel structure beams, and the integrated steel structure beams are of an integrated design, are fixed in length and troublesome to pair, and in addition, when the integrated steel structure beams are damaged, the integrated steel structure beams need to be replaced or maintained integrally, so that the maintenance cost is increased.
The beam-to-beam connection structure is provided with a first connection end detachably connected with the first steel beam monomer, a second connection end detachably connected with the second steel beam monomer, a third connection end detachably connected with the third steel beam monomer and a third connection end detachably connected with the fourth steel beam monomer, so that the combined type detachable steel structure beam can be rapidly installed and detached, and can be disassembled to be conveniently packaged and transported during transportation.
The first connecting end, the second connecting end, the third connecting end and the fourth connecting end are respectively positioned on four vertexes of the same parallelogram, the second connecting end and the second steel beam monomer are detachably provided with the inter-beam connecting rod A, and the inter-beam connecting rod A and the inter-beam connecting rod B are combined with the inter-beam connecting structure through the increase of the inter-beam connecting rod A, so that the overall bearing capacity is improved, and the overall stability is increased.
Preferably, the inter-beam connection structure comprises a connection beam A and a connection beam B which are parallel to each other, wherein the two ends of the connection beam A are respectively a first connection end and a third connection end, the two ends of the connection beam A are respectively detachably connected with a first steel beam monomer and a third steel beam monomer through first bolts, the two ends of the connection beam B are respectively a second connection end and a fourth connection end, the two ends of the connection beam B are respectively detachably connected with a second steel beam monomer and a fourth steel beam monomer through second bolts, and an inter-beam connecting rod C which is obliquely arranged is connected between the connection beam A and the connection beam B. Through the combination of the connecting beam A, the connecting beam B and the connecting rod C between the beams, the integral bearing capacity is improved, and the integral stability is increased.
Preferably, the connecting beam A comprises a horizontal supporting tube A and a horizontal supporting tube B which are parallel to each other and are arranged at intervals, one ends of the horizontal supporting tube A and the horizontal supporting tube B are welded on the end face of the end connecting disc A, the other ends of the horizontal supporting tube A and the horizontal supporting tube B are welded on the end face of the end connecting disc B, a reinforcing connecting plate is welded on the outer wall of the horizontal supporting tube A along the length direction of the outer wall of the horizontal supporting tube A, the other side edge of the reinforcing connecting plate is welded on the outer wall of the horizontal supporting tube B, and a plurality of groups of bolt holes for connection are formed in the edges of the end connecting disc A and the end connecting disc B. The horizontal support tube A and the horizontal support tube B are combined with the reinforced connecting plate, so that the integral bearing capacity is improved, and the integral stability is improved.
Preferably, the connecting beam B, the first steel beam monomer, the second steel beam monomer, the third steel beam monomer and the fourth steel beam monomer are identical to the connecting beam A in structure, and are convenient to process and manufacture.
Preferably, a plurality of inter-beam connecting rods C are connected between the horizontal support tube B and the connecting beam B at equal intervals, and the horizontal support tube B, the connecting beam B and the inter-beam connecting rods C are enclosed to form a plurality of parallelograms. The structure is stable.
Preferably, the first steel beam monomer is perpendicular to the inter-beam connecting rod A, and the fourth steel beam monomer is perpendicular to the inter-beam connecting rod B. Prefabricating and welding, and avoiding high-altitude welding.
Preferably, one end of the inter-beam connecting rod A is welded with the first steel beam monomer, the other end of the inter-beam connecting rod A is provided with a clamping plate A, the clamping plate A is fixed between the second steel beam monomer and the connecting beam A through a second bolt, one end of the inter-beam connecting rod B is welded with the fourth steel beam monomer, the other end of the inter-beam connecting rod B is provided with a clamping plate B, the clamping plate B is fixed between the third steel beam monomer and the connecting beam B through the first bolt, the clamping plate is convenient to detach, and the inter-beam connecting rod A and the inter-beam connecting rod B are welded in a prefabrication mode, so that high-altitude welding is avoided.
Compared with the prior art, the utility model has the following beneficial effects:
the combined type detachable steel structure beam provided by the utility model has the advantages that the beam-to-beam connection structure is provided with the first connection end detachably connected with the first steel beam monomer, the second connection end detachably connected with the second steel beam monomer, the third connection end detachably connected with the third steel beam monomer and the third connection end detachably connected with the fourth steel beam monomer, the combined type detachable steel structure beam can be quickly installed and detached, the combined type detachable steel structure beam is convenient to package and transport during transportation, the combined type detachable steel structure beam can be quickly installed during use, the time is saved, and the installation process is simple and easy to operate.
According to the combined type detachable steel structure beam, the first connecting end, the second connecting end, the third connecting end and the fourth connecting end are respectively arranged on four vertexes of the same parallelogram, the inter-beam connecting rod A is detachably arranged between the second connecting end and the second steel beam monomer, and the inter-beam connecting rod A and the inter-beam connecting rod B are combined with an inter-beam connecting structure through the addition of the inter-beam connecting rod A and the inter-beam connecting structure, so that the overall bearing capacity is improved, and the overall stability is improved.
According to the combined type detachable steel structure beam, the connecting beam A, the connecting beam B and the connecting rod C between the beams are combined, so that the overall bearing capacity is improved, and the overall stability is improved.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. Like elements or portions are generally identified by like reference numerals throughout the several figures. In the drawings, elements or portions thereof are not necessarily drawn to scale.
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of the external structure of the beam-to-beam connection structure of the present utility model;
FIG. 3 is a cross-sectional view of the beam-to-beam connection structure of the present utility model;
in the figure: 1. the first steel beam single body 2, the second steel beam single body 3, the third steel beam single body 4, the fourth steel beam single body 5, the inter-beam connecting structure 5.1, the connecting beam A5.2, the connecting beam B5.3, the inter-beam connecting rod C6, the inter-beam connecting rod A7, the inter-beam connecting rod B8, the horizontal supporting tube A9, the horizontal supporting tube B10, the end connecting disc A11, the end connecting disc B12, the reinforcing connecting plate 13 and the bolt hole.
Detailed Description
The utility model is further described below with reference to the accompanying drawings:
the present utility model is further illustrated by the following examples, which are not intended to be limiting, but any modifications, equivalents, improvements, etc. within the spirit and principles of the present utility model are intended to be included within the scope of the present utility model.
Embodiment 1, as shown in fig. 1-2, a modular detachable steel structure beam, including first girder monomer 1 and second girder monomer 2 that are parallel to each other and third girder monomer 3 and fourth girder monomer 4 that are parallel to each other, still including being used for connecting first girder monomer 1, second girder monomer 2, third girder monomer 3 and fourth girder monomer 4 between roof beam connection structure 5, between roof beam connection structure 5 has first link, second link, third link and fourth girder monomer 4 that can dismantle with first girder monomer 1 and be connected with second girder monomer 2, can dismantle with third girder monomer 3 and can dismantle with fourth girder monomer 4 and be connected third link, first link, second link, third link and fourth link be in respectively on four summit of same parallelogram girder, install between roof beam connecting rod A6 between second link and the second girder monomer 2 can dismantle, between the roof beam connecting rod A6's the other end is fixed on first girder monomer 1, the third link is installed to the third link between the third girder monomer 7 and the fourth girder monomer is dismantled to the other end is welded between the third link 7.
The existing steel structure beams are mostly integrated steel structure beams, and the integrated steel structure beams are of an integrated design, are fixed in length and troublesome to pair, and in addition, when the integrated steel structure beams are damaged, the integrated steel structure beams need to be replaced or maintained integrally, so that the maintenance cost is increased. The beam-to-beam connection structure 5 is provided with a first connection end which is detachably connected with the first steel beam single body 1, a second connection end which is detachably connected with the second steel beam single body 2, a third connection end which is detachably connected with the third steel beam single body 3 and a third connection end which is detachably connected with the fourth steel beam single body 4, and can realize the rapid installation and the disassembly of the combined type detachable steel structure beam.
The first connecting end, the second connecting end, the third connecting end and the fourth connecting end are respectively positioned on four vertexes of the same parallelogram, the second connecting end and the second steel beam single body 2 are detachably provided with the inter-beam connecting rod A6, and the inter-beam connecting rod A6 and the inter-beam connecting rod B7 are combined with the inter-beam connecting structure 5 through the increase of the inter-beam connecting rod A6, so that the overall bearing capacity is improved, and the overall stability is increased.
Embodiment 2, as shown in fig. 1-2, a modular detachable steel structure beam, including first girder monomer 1 and second girder monomer 2 that are parallel to each other and third girder monomer 3 and fourth girder monomer 4 that are parallel to each other, still including being used for connecting first girder monomer 1, second girder monomer 2, third girder monomer 3 and fourth girder monomer 4 between roof beam connection structure 5, between roof beam connection structure 5 has first link, second link, third link and fourth girder monomer 4 that can dismantle with first girder monomer 1 and be connected with second girder monomer 2, can dismantle with third girder monomer 3 and can dismantle with fourth girder monomer 4 and be connected third link, first link, second link, third link and fourth link be in respectively on four summit of same parallelogram girder, install between roof beam connecting rod A6 between second link and the second girder monomer 2 can dismantle, between the roof beam connecting rod A6's the other end is fixed on first girder monomer 1, the third link is installed to the third link between the third girder monomer 7 and the fourth girder monomer is dismantled to the other end is welded between the third link 7.
Further, the inter-beam connection structure 5 comprises a connection beam A5.1 and a connection beam B5.2 which are parallel to each other, two ends of the connection beam A5.1 are respectively a first connection end and a third connection end, two ends of the connection beam A5.1 are detachably connected with the first steel beam monomer 1 and the third steel beam monomer 3 through first bolts respectively, two ends of the connection beam B5.2 are respectively a second connection end and a fourth connection end, two ends of the connection beam B5.2 are detachably connected with the second steel beam monomer 2 and the fourth steel beam monomer 4 through second bolts respectively, and an inter-beam connecting rod C5.3 which is obliquely arranged is connected between the connection beam A5.1 and the connection beam B5.2. The connecting beam A5.1, the connecting beam B5.2 and the inter-beam connecting rod C5.3 are combined, so that the overall bearing capacity is improved, and the overall stability is improved.
Further, referring to fig. 3, the connection beam a5.1 includes a horizontal support tube A8 and a horizontal support tube B9 that are parallel to each other and are arranged at intervals, one ends of the horizontal support tube A8 and the horizontal support tube B9 are welded and fixed on the end face of the end connection disc a10, the other ends of the horizontal support tube A8 and the horizontal support tube B9 are welded on the end face of the end connection disc B11, a reinforcing connection plate 12 is welded on the outer wall of the horizontal support tube A8 along the length direction thereof, the other side edge of the reinforcing connection plate 12 is welded on the outer wall of the horizontal support tube B9, and a plurality of groups of bolt holes 13 for connection are formed at the edges of the end connection disc a10 and the end connection disc B11. The horizontal support tube A8 and the horizontal support tube B9 are combined with the reinforced connecting plate 12, so that the integral bearing capacity is improved, and the integral stability is improved.
Further, the connecting beam B5.2, the first steel beam monomer 1, the second steel beam monomer 2, the third steel beam monomer 3 and the fourth steel beam monomer 4 are identical to the connecting beam A5.1 in structure, and are convenient to process and manufacture.
Further, the plurality of inter-beam connecting rods C5.3 are all connected between the horizontal support tube B9 and the connecting beam B5.2 at equal intervals, and the horizontal support tube B9, the connecting beam B5.2 and the inter-beam connecting rods C5.3 are enclosed to form a plurality of parallelograms. The structure is stable.
Further, the first steel beam single body 1 is perpendicular to the inter-beam connecting rod A6, and the fourth steel beam single body 4 is perpendicular to the inter-beam connecting rod B7. Prefabricating and welding, and avoiding high-altitude welding.
Further, one end of the inter-beam connecting rod A6 is welded with the first steel beam monomer 1, the other end of the inter-beam connecting rod A is provided with a clamping plate A, the clamping plate A is fixed between the second steel beam monomer 2 and the connecting beam A5.1 through a second bolt, one end of the inter-beam connecting rod B7 is welded with the fourth steel beam monomer 4, the other end of the inter-beam connecting rod B is provided with a clamping plate B, the clamping plate B is fixed between the third steel beam monomer 3 and the connecting beam B5.2 through a first bolt, the clamping plate is convenient to detach, and the inter-beam connecting rod A and the inter-beam connecting rod B are welded in a prefabrication mode, so that high-altitude welding is avoided.
The combined type detachable steel structure beam provided by the utility model has the advantages that the beam-to-beam connection structure is provided with the first connection end detachably connected with the first steel beam monomer, the second connection end detachably connected with the second steel beam monomer, the third connection end detachably connected with the third steel beam monomer and the third connection end detachably connected with the fourth steel beam monomer, the combined type detachable steel structure beam can be quickly installed and detached, the combined type detachable steel structure beam is convenient to package and transport during transportation, the combined type detachable steel structure beam can be quickly installed during use, the time is saved, and the installation process is simple and easy to operate.
According to the combined type detachable steel structure beam, the first connecting end, the second connecting end, the third connecting end and the fourth connecting end are respectively arranged on four vertexes of the same parallelogram, the inter-beam connecting rod A is detachably arranged between the second connecting end and the second steel beam monomer, and the inter-beam connecting rod A and the inter-beam connecting rod B are combined with an inter-beam connecting structure through the addition of the inter-beam connecting rod A and the inter-beam connecting structure, so that the overall bearing capacity is improved, and the overall stability is improved.
According to the combined type detachable steel structure beam, the connecting beam A, the connecting beam B and the connecting rod C between the beams are combined, so that the overall bearing capacity is improved, and the overall stability is improved.
The foregoing has shown and described the basic principles, main features and advantages of the present utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.
The present utility model is not described in detail in the present application, and is well known to those skilled in the art.
Claims (6)
1. The utility model provides a steel construction roof beam can be dismantled to combination formula, includes first girder steel monomer and second girder steel monomer that is parallel to each other and third girder steel monomer and fourth girder steel monomer that is parallel to each other, its characterized in that: the beam-to-beam connecting structure is characterized by further comprising a beam-to-beam connecting structure used for connecting a first steel beam monomer, a second steel beam monomer, a third steel beam monomer and a fourth steel beam monomer, wherein the beam-to-beam connecting structure is provided with a first connecting end detachably connected with the first steel beam monomer, a second connecting end detachably connected with the second steel beam monomer, a third connecting end detachably connected with the third steel beam monomer and a third connecting end detachably connected with the fourth steel beam monomer, the first connecting end, the second connecting end, the third connecting end and the fourth connecting end are respectively located on four vertexes of the same parallelogram, a beam-to-beam connecting rod A is detachably installed between the second connecting end and the second steel beam monomer, the other end of the beam-to-beam connecting rod A is fixedly welded on the first steel beam monomer, a beam-to-beam connecting rod B is detachably installed between the third connecting end and the third steel beam monomer, and the other end of the beam-to-beam connecting rod B is fixedly welded on the fourth steel beam monomer.
2. The combined type detachable steel structure beam according to claim 1, wherein the beam-to-beam connection structure comprises a connection beam A and a connection beam B which are parallel to each other, two ends of the connection beam A are respectively a first connection end and a third connection end, two ends of the connection beam A are respectively detachably connected with a first steel beam monomer and a third steel beam monomer through first bolts, two ends of the connection beam B are respectively a second connection end and a fourth connection end, two ends of the connection beam B are respectively detachably connected with a second steel beam monomer and a fourth steel beam monomer through second bolts, and an obliquely arranged beam-to-beam connection rod C is connected between the connection beam A and the connection beam B.
3. The combined type detachable steel structure beam according to claim 2, wherein the connecting beam A comprises a horizontal supporting tube A and a horizontal supporting tube B which are parallel to each other and are arranged at intervals, one ends of the horizontal supporting tube A and the horizontal supporting tube B are welded and fixed on the end face of the end connecting disc A, the other ends of the horizontal supporting tube A and the horizontal supporting tube B are welded on the end face of the end connecting disc B, a reinforcing connecting plate is welded on the outer wall of the horizontal supporting tube A along the length direction of the outer wall of the horizontal supporting tube A, the other side edge of the reinforcing connecting plate is welded on the outer wall of the horizontal supporting tube B, and a plurality of groups of bolt holes for connection are formed in the edges of the end connecting disc A and the end connecting disc B.
4. A modular detachable steel girder according to claim 3, wherein the connecting beam B, the first girder steel cell, the second girder steel cell, the third girder steel cell, and the fourth girder steel cell are all identical in structure to the connecting beam a.
5. The composite detachable steel structure beam according to claim 4, wherein a plurality of inter-beam connecting rods C are connected between the horizontal support tube B and the connecting beam B at equal intervals, and the horizontal support tube B, the connecting beam B and the inter-beam connecting rods C are enclosed into a plurality of parallelograms.
6. The modular removable steel structural beam of claim 5, wherein the first steel beam element is perpendicular to the inter-beam link a and the fourth steel beam element is perpendicular to the inter-beam link B.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321621361.9U CN219992879U (en) | 2023-06-26 | 2023-06-26 | Combined detachable steel structure beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321621361.9U CN219992879U (en) | 2023-06-26 | 2023-06-26 | Combined detachable steel structure beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219992879U true CN219992879U (en) | 2023-11-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321621361.9U Active CN219992879U (en) | 2023-06-26 | 2023-06-26 | Combined detachable steel structure beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219992879U (en) |
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2023
- 2023-06-26 CN CN202321621361.9U patent/CN219992879U/en active Active
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