CN219638209U - Integrated assembly type structure system - Google Patents
Integrated assembly type structure system Download PDFInfo
- Publication number
- CN219638209U CN219638209U CN202320963133.3U CN202320963133U CN219638209U CN 219638209 U CN219638209 U CN 219638209U CN 202320963133 U CN202320963133 U CN 202320963133U CN 219638209 U CN219638209 U CN 219638209U
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- Prior art keywords
- web
- plate
- end plate
- integrated
- structural system
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- 239000011148 porous material Substances 0.000 claims abstract description 8
- 238000000465 moulding Methods 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 235000000396 iron Nutrition 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 8
- 238000007493 shaping process Methods 0.000 abstract description 7
- 230000003014 reinforcing effect Effects 0.000 abstract description 6
- 238000010586 diagram Methods 0.000 description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
An integrated fabricated structural system, comprising: the open-pore beam comprises a web plate, a first end plate and a second end plate, wherein the first end plate and the second end plate are respectively positioned on two opposite sides of the web plate, a plurality of openings and a plurality of clamping grooves are formed in the web plate, a setting support is correspondingly arranged in the clamping grooves, and a plurality of gripping members are arranged on the second end plate and are used for being combined with concrete when the concrete is poured; the molding plate is connected with the support of the perforated beam through a fastener; and reinforcing bars arranged on the combination of the shaping plate and the open-pore beam and used for being combined with the concrete when the concrete is poured. Can greatly facilitate construction.
Description
Technical Field
The utility model relates to building industrialization assembly type building engineering, in particular to integrated assembly type connection between steel structure building engineering beams and floors.
Background
The beam-slab connection mode commonly used in the existing steel structure building is a connection mode of a steel beam and a steel bar truss metal floor support plate. The connection mode can cause the phenomenon that the overlap joint of the steel bar truss metal floor support plate and the steel beam is not compact, the construction is inconvenient, and slurry leakage is easy to occur in the construction site; in addition, the electromechanical pipeline is required to be installed at the bottom of the slab, and when the clean height requirement of indoor use exists, a plurality of pipeline reserved holes are required to be formed in the steel beam, so that the construction is inconvenient and attractive; if electromechanical pipelines are embedded in the cast-in-situ layer, the construction of installing the inserted pipelines in the steel bar truss is inconvenient.
Disclosure of Invention
The utility model aims to solve the technical problems of the prior art, and provides an integrated assembly type structural system which can greatly facilitate construction.
The technical scheme adopted by the utility model for solving the technical problems comprises the following steps: there is provided an integrated fabricated structural system comprising: the open-pore beam comprises a web plate, a first end plate and a second end plate, wherein the first end plate and the second end plate are respectively positioned on two opposite sides of the web plate, a plurality of openings and a plurality of clamping grooves are formed in the web plate, a setting support is correspondingly arranged in the clamping grooves, and a plurality of gripping members are arranged on the second end plate and are used for being combined with concrete when the concrete is poured; the molding plate is connected with the support of the perforated beam through a fastener; and reinforcing bars arranged on the combination of the shaping plate and the open-pore beam and used for being combined with the concrete when the concrete is poured.
In some embodiments, the profiled plate and the second end plate of the aperture beam are combined together by means of angle irons.
In some embodiments, the upper end of the grip extends beyond the upper end of the rebar.
In some embodiments, the rebar includes a number of longitudinal rebar extending longitudinally and a number of transverse rebar extending transversely.
In some embodiments, the grip is a flat head screw welded to the upper surface of the second end plate.
In some embodiments, the aperture beam comprises: the device comprises a first beam positioned below, a second beam positioned above and a susceptor arranged in a clamping groove of the second beam.
In some embodiments, the first beam further comprises: the first end plate is arranged on the second side of the first web and perpendicularly intersects with the first web.
In some embodiments, the second beam further comprises: the first side of the second web is provided with an opening, and the second end plate is arranged on the second side of the second web and perpendicularly intersects with the second web.
In some embodiments, the first side of the second web and the first side of the first web are correspondingly joined together to collectively form the web; the opening of the second web plate is correspondingly matched with the opening of the first web plate to form the opening.
Compared with the prior art, the integrated assembly type structure system provided by the utility model can be greatly convenient for construction through ingenious matching of the perforated beam, the molding plate and the reinforcing steel bars.
Drawings
Fig. 1 is a schematic diagram of the architecture of one view of an integrated fabricated architecture embodiment of the present utility model.
Fig. 2 is a schematic diagram of another perspective view of an integrated fabricated architecture embodiment of the present utility model.
Fig. 3 is a schematic diagram of yet another perspective view of an integrated fabricated structural architecture embodiment of the present utility model.
Wherein reference numerals are as follows: 10 integrating a fabricated structural system; 1 open cell beam 11 first web 111 first end plate 12 second web 121 second web 122 second end plate 123 clamping groove 13 first set 131, second set 133 third set 14 open cell 15 grip; 2 shaping plates; 3 longitudinal steel bars 32 transverse steel bars of the steel bar combination 31; 4, angle iron; and 5, fastening pieces.
Detailed Description
Preferred embodiments of the present utility model will now be described in detail with reference to the accompanying drawings.
Referring to fig. 1-3, fig. 1 is a schematic diagram of one perspective view of an integrated fabricated structural architecture embodiment of the present utility model. Fig. 2 is a schematic diagram of another perspective view of an integrated fabricated architecture embodiment of the present utility model. Fig. 3 is a schematic diagram of yet another perspective view of an integrated fabricated structural architecture embodiment of the present utility model.
The present utility model proposes an integrated fabricated structural system 10 comprising: an open-pore beam 1, a shaping plate 2 and reinforcing steel bars 3.
The open-cell beam 1 includes: a first beam 11 positioned below, a second beam 12 positioned above, and a susceptor 13 mounted in a clamping groove 123 of the second beam 12.
The first beam 11 further includes: a first web 111 and a first end plate 112, the first web 111 having opposite first and second sides, the first side of the first web 111 being provided with an opening, the first end plate 112 being provided on the second side of the first web 111 and perpendicularly intersecting the first web 111.
The second beam 12 is similar to the first beam 11 and further comprises: a second web 121 and a second end plate 122, the second web 121 having opposite first and second sides, the first side of the second web 121 being provided with an opening, the second end plate 122 being provided on the second side of the second web 121 and perpendicularly intersecting the second web 121.
Unlike the first beam 11, the second web 121 is also provided with a clamping groove 123. The opening of the clamping groove 123 faces the second end plate 122 and is blocked by the second end plate 122, i.e. the second end plate 122 itself is a complete plate (see fig. 3).
The first side of the second web 121 is correspondingly joined, such as welded, to the first side of the first web 111. The second end plate 122 is opposite the first end plate 112. The openings of the second web 121 correspondingly cooperate with the openings of the first web 111 to form openings 14. Thus, the cross section of the perforated beam 1 is similar to an I-beam shape with openings and clamping grooves on the web.
The susceptor 13 is disposed in the clamping groove 123 of the second beam 12. Three types of card slots can be distinguished in consideration of differences in the longitudinal direction depending on the opening positions of the card slots 123: the first clamping groove is positioned in the middle, the second clamping groove is positioned at one end, and the third clamping groove is positioned at the other end. Accordingly, the susceptors 13 may be divided into three categories: a first mount 131 corresponding to the first slot, a second mount 132 corresponding to the second slot, and a third mount 133 corresponding to the third slot.
It will be appreciated that the susceptor 13 is secured in the clamping groove 123, such as: and (5) welding. The longitudinal cross section of the susceptor 13 matches the contour of the clamping groove 123, and the susceptor 13 extends in the transverse direction beyond the transverse dimension (also referred to as the width) of the second end plate 122.
The open-cell beam 1 further comprises several gripping members 15 arranged on the second end plate 122 for being joined with the concrete when the concrete is poured. The grip 15 extends further upward from the upper side surface of the second end plate 122. For example, the grip 15 is a round flat head screw welded to the upper side surface of the second end plate 122.
It will be appreciated that the aperture beam 1 comprises a web 16 (comprised of a first web 111 and a second web 121) and a first end plate 112 and a second end plate 122 located on opposite sides of the web 16, respectively. The web 16 is provided with a plurality of openings 14 and a plurality of clamping grooves 123.
The shaping plate 2 is made of aluminum, and the longitudinal section of the shaping plate is matched with the outline of the side where the second beam 12 and the susceptor 13 of the perforated beam 1 are located. The shaping plate 2 extends in the transverse direction with a dimension (also referred to as width) exceeding the dimension (also referred to as width) of the susceptor 13 in the transverse direction.
The profiled plate 2 is connected to the support 13 of the apertured beam 1 by means of the fastener 5. For example, the fastener 5 is a self-tapping screw. In addition, the profiled plate 2 is combined with the second end plate 122 of the aperture beam 1 by means of angle irons 4. Wherein the angle iron 4 is welded to the upper side surface of the second end plate 122.
The steel bars 3 are provided on the combination of the profiled plates 2 and the open-pore beams 1 for being combined with concrete when the concrete is poured. The reinforcing bars 3 include a plurality of longitudinal reinforcing bars 31 extending in a longitudinal direction and a plurality of transverse reinforcing bars 32 extending in a transverse direction. The upper end of the grip 15 is beyond the upper end of the reinforcing bar 3 (see fig. 1).
Compared with the prior art, the integrated assembly type structural system 10 can greatly facilitate construction through ingenious matching of the perforated beam 1, the molding plate 2 and the reinforcing steel bars 3.
It should be understood that the foregoing embodiments are merely illustrative of the technical solutions of the present utility model, and not limiting thereof, and that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art; such modifications and substitutions are intended to fall within the scope of the appended claims.
Claims (9)
1. An integrated fabricated structural system, comprising:
the open-pore beam comprises a web plate, a first end plate and a second end plate, wherein the first end plate and the second end plate are respectively positioned on two opposite sides of the web plate, a plurality of openings and a plurality of clamping grooves are formed in the web plate, a setting support is correspondingly arranged in the clamping grooves, and a plurality of gripping members are arranged on the second end plate and are used for being combined with concrete when the concrete is poured;
the molding plate is connected with the support of the perforated beam through a fastener; and
and the steel bars are arranged on the combination of the molding plate and the open-pore beam and are used for being combined with concrete when the concrete is poured.
2. The integrated fabricated structural system of claim 1, wherein the profiled plate and the second end plate of the aperture beam are combined together by means of angle irons.
3. The integrated fabricated structural system of claim 1, wherein the upper end of the grip member extends beyond the upper end of the rebar.
4. The integrated fabricated structural system of claim 1, wherein the rebar comprises a number of longitudinal rebar extending longitudinally and a number of transverse rebar extending transversely.
5. The integrated fitting architecture according to claim 1, wherein the grip is a round flat head screw welded to the upper surface of the second end plate.
6. The integrated fabricated structural system of any of claims 1 to 5, wherein the aperture beam comprises: the device comprises a first beam positioned below, a second beam positioned above and a susceptor arranged in a clamping groove of the second beam.
7. The integrated fabricated structural system of claim 6, wherein the first beam further comprises: the first end plate is arranged on the second side of the first web and perpendicularly intersects with the first web.
8. The integrated fabricated structural system of claim 7, wherein the second beam further comprises: the first side of the second web is provided with an opening, and the second end plate is arranged on the second side of the second web and perpendicularly intersects with the second web.
9. The integrated, fabricated structural system of claim 8, wherein the first side of the second web and the first side of the first web are correspondingly joined together to collectively form the web; the opening of the second web plate is correspondingly matched with the opening of the first web plate to form the opening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320963133.3U CN219638209U (en) | 2023-04-18 | 2023-04-18 | Integrated assembly type structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320963133.3U CN219638209U (en) | 2023-04-18 | 2023-04-18 | Integrated assembly type structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219638209U true CN219638209U (en) | 2023-09-05 |
Family
ID=87808254
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320963133.3U Active CN219638209U (en) | 2023-04-18 | 2023-04-18 | Integrated assembly type structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219638209U (en) |
-
2023
- 2023-04-18 CN CN202320963133.3U patent/CN219638209U/en active Active
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