CN216949092U - Spandrel girder structure is built in room - Google Patents
Spandrel girder structure is built in room Download PDFInfo
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- CN216949092U CN216949092U CN202220681704.XU CN202220681704U CN216949092U CN 216949092 U CN216949092 U CN 216949092U CN 202220681704 U CN202220681704 U CN 202220681704U CN 216949092 U CN216949092 U CN 216949092U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 23
- 239000010959 steel Substances 0.000 claims abstract description 23
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000009435 building construction Methods 0.000 claims 2
- 230000000149 penetrating effect Effects 0.000 claims 1
- 230000011218 segmentation Effects 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 3
- 230000037431 insertion Effects 0.000 description 8
- 238000003780 insertion Methods 0.000 description 8
- 238000005266 casting Methods 0.000 description 5
- 239000003351 stiffener Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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Abstract
The application discloses spandrel girder structure is built in room relates to the spandrel girder field, including first roof beam section and second roof beam section, the first connector of one end fixedly connected with of first roof beam section, the one end fixedly connected with second connector of second roof beam section, seted up in the second connector and pour the groove, a plurality of bearing anchor bars of one side fixedly connected with of first connector, bearing anchor bar wear to locate second connector and activity plug-in connect to pour the inslot, pour the inslot and pour the concrete. This application is through inserting the bearing anchor bar and pouring the groove, to pouring the inslot concreting, insert the tensile anchor bar from pouring the mouth and pour the groove again, make first connector, the bearing anchor bar, second connector and tensile anchor bar constitute the integral structure, cooperation steel connecting plate fixes the surface of first connector and second connector, the spandrel girder is connected two sections crossbeams through the fastener after effectively having solved the segmentation mostly, reduce the problem of bearing beam bearing capacity easily.
Description
Technical Field
The utility model relates to a spandrel girder field especially relates to a spandrel girder structure is built in room.
Background
The bearing beam is used for bearing a house, and in the prior art, the bearing beam is manufactured in a cast-in-place bearing beam mode and a prefabricated bearing beam mode. Compared with prefabricated bearing beams, cast-in-place bearing beams generate larger dust and cause higher pollution, so that the prefabricated bearing beams gradually become the main manufacturing mode of the bearing beams at present and gradually play a great role in the field of buildings.
Some current prefabricated spandrel girders all are comparatively simple in the aspect of transportation and installation, but to the prefabricated spandrel girder that the span is great, because the span overlength often can carry out the segmentation to the spandrel girder, and the spandrel girder only connects two sections crossbeams through the fastener after the segmentation, reduces the spandrel girder bearing capacity easily, consequently, needs to provide a room and builds spandrel girder structure and solve above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
In order to solve behind the segmentation spandrel girder mostly only to connect two sections crossbeams through the fastener, reduce the problem of spandrel girder bearing capacity easily, this application provides a spandrel girder structure is built in room.
The application provides a spandrel girder structure is built in room adopts following technical scheme: the utility model provides a spandrel girder structure is built in room, includes first roof beam section and second roof beam section, the first connector of one end fixedly connected with of first roof beam section, the one end fixedly connected with second connector of second roof beam section, it pours the groove to have seted up in the second connector, a plurality of bearing anchor bars of one side fixedly connected with of first connector, the bearing anchor bar is worn to locate second connector and movable plug-in connection to pouring the inslot, it has pour the concrete to pour the inslot, the top of second connector is seted up with the mouth of pouring that the groove communicates mutually, the surface of first connector and second connector is provided with a plurality of steel sheets, expansion screw and first connector and second connector fixed connection are passed through at steel sheet's both ends.
Through adopting above-mentioned technical scheme, insert the bearing anchor bar and pour the groove and pour the concrete at pouring the inslot, can connect first roof beam section and second roof beam section, cooperation connecting steel plate is fixed first roof beam section and second roof beam section, can make the firm in connection of first roof beam section and second roof beam section.
Optionally, a plurality of insertion holes corresponding to the bearing anchor bars are formed in one side of the second connector, the bearing anchor bars penetrate through the insertion holes, and the insertion holes are communicated with the pouring groove.
Through adopting above-mentioned technical scheme, the concrete of pouring the inslot can get into to the jack in, makes the inner wall fully connected of bearing anchor bar and jack, has improved the fastness that first connector and second connector are connected.
Optionally, a plurality of tensile anchor bars are movably inserted in the pouring groove.
Through adopting above-mentioned technical scheme, behind the bearing anchor bar inserts the pouring groove, insert the tensile anchor bar from pouring the mouth and pour the groove, to pouring the inslot concreting again, a plurality of tensile anchor bars cooperate the concrete and can carry out spacingly to first roof beam section and second roof beam section on the horizontal direction to reach the effect that the tensile was pulled out.
Optionally, the top of tensile anchor bar is provided with the mounting panel, and is a plurality of equal fixed connection of tensile anchor bar is in the bottom of mounting panel.
Through adopting above-mentioned technical scheme for a plurality of tensile anchor bars constitute the integral structure, and then it is more convenient when inserting tensile anchor bar.
Optionally, a plurality of positioning holes corresponding to the tensile anchor bars are formed in the inner bottom wall of the second connector, and the tensile anchor bars are movably inserted into the positioning holes.
By adopting the technical scheme, the positioning hole can limit the tension anchor bar, and the anti-pulling performance of the first beam section and the second beam section is further improved.
Optionally, the surfaces of the opposite sides of the first connector and the second connector are fully attached.
Through adopting above-mentioned technical scheme for the first beam section and the second beam section can constitute the complete crossbeam of prefabricated length.
Optionally, a plurality of limiting columns are fixedly connected to the outer surfaces of the first connector and the second connector, limiting holes corresponding to the limiting columns are formed in the inner side surface of the connecting steel plate, and the limiting columns are movably inserted into the limiting holes.
Through adopting above-mentioned technical scheme, spacing post and spacing hole mutually support can make the connection of connecting steel sheet and first connector and second connector more stable firm.
Optionally, the bottoms of the first beam section and the second beam section are both fixedly connected with a fixed column, the bottom of the connecting steel plate located at the lowermost position is provided with two inclined reinforcing rods, and two ends of each reinforcing rod are respectively and fixedly connected with the fixed column and the connecting steel plate located at the lowermost position through expansion screws.
Through adopting above-mentioned technical scheme, the stiffener can support the junction of first roof beam section and second roof beam section, has further improved the stability that first connector and bearing anchor bar are connected to can effectively reduce complete crossbeam because the dead weight leads to the recessed condition in middle part.
To sum up, the present application includes the following beneficial effects:
this application has adopted first roof beam section, the second roof beam section, first connector, the second connector, mutually support between connecting steel sheet and the tensile anchorage bar, insert the bearing anchorage bar and pour the groove, to pouring the inslot concreting, insert the tensile anchorage bar from pouring the mouth again and pour the groove, make first connector, the bearing anchorage bar, second connector and tensile anchorage bar constitute integrated configuration, the both ends of connecting steel sheet are through inflation screw and first connector and second connector fixed connection, can fix the surface of first connector and second connector, the supporting role of cooperation stiffener, can make the firm in connection of first roof beam section and second roof beam section, effectively solved after the segmentation the spandrel girder pass through the fastener and connect two sections crossbeams, reduce the problem of bearing beam bearing capacity easily for the most.
Drawings
FIG. 1 is a schematic overall structure of the present application;
FIG. 2 is a schematic view of a connection structure of a first beam segment and a second beam segment of the present application;
fig. 3 is an enlarged view at a in fig. 2 of the present application.
Description of reference numerals:
1. a first beam section; 11. a first connector; 12. load-bearing anchor bars; 2. a second beam section; 21. a second connector; 211. pouring a groove; 212. pouring a mouth; 213. a jack; 214. positioning holes; 3. connecting steel plates; 31. a limiting hole; 4. a reinforcing bar; 5. fixing a column; 6. a limiting column; 7. tensile anchor bars; 71. and (7) mounting the plate.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
Referring to fig. 1-3, the present application discloses a bearing beam structure for building, which includes a first beam section 1 and a second beam section 2, wherein one end of the first beam section 1 is fixedly connected with a first connector 11, one end of the second beam section 2 is fixedly connected with a second connector 21, and the first and second connectors 11 and 21 are connected to splice the first beam section 1 and the second beam section 2. A pouring groove 211 is formed in the second connector 21, a plurality of bearing anchor bars 12 are fixedly connected to one side of the first connector 11, the bearing anchor bars 12 penetrate through the second connector 21 and are movably inserted into the pouring groove 211, concrete is poured into the pouring groove 211, the bearing anchor bars 12 are inserted into the pouring groove 211, the concrete is poured into the pouring groove 211, and the first beam section 1 and the second beam section 2 can be stably connected. The opposite side surfaces of the first connector 11 and the second connector 21 are fully attached. Enabling the first beam section 1 and the second beam section 2 to constitute a prefabricated length of the complete beam.
Referring to fig. 2-3, a casting opening 212 communicating with the casting groove 211 is formed at the top of the second connector 21, and concrete can be cast in the casting groove 211 through the casting opening 212. A plurality of insertion holes 213 corresponding to the bearing anchor bars 12 are formed in one side of the second connector 21, the bearing anchor bars 12 penetrate through the insertion holes 213, and the insertion holes 213 are communicated with the pouring groove 211. The concrete in the pouring groove 211 can enter the insertion hole 213, so that the bearing anchor bar 12 is fully connected with the inner wall of the insertion hole 213, and the firmness of the connection between the first connector 11 and the second connector 21 is improved.
Referring to fig. 2-3, a plurality of vertically arranged tensile anchor bars 7 are movably inserted into the casting groove 211. After the bearing anchor bars 12 are inserted into the pouring groove 211, after concrete is poured into the pouring groove 211, the tensile anchor bars 7 are inserted into the concrete in the pouring groove 211 from the pouring opening 212, and the first beam section 1 and the second beam section 2 can be limited in the horizontal direction by matching the concrete of the tensile anchor bars 7, so that the anti-pulling effect is achieved. The top of tensile anchor 7 is provided with mounting panel 71, and the equal fixed connection of a plurality of tensile anchor 7 is in the bottom of mounting panel 71. Make a plurality of tensile anchor bars 7 constitute integral structure, and then more convenient when inserting tensile anchor bar 7. The inner bottom wall of the second connector 21 is provided with a plurality of positioning holes 214 corresponding to the tensile anchor bars 7, and the tensile anchor bars 7 are movably inserted into the positioning holes 214. The positioning holes 214 can limit the tensile anchor bars 7, and the tensile property of the first beam section 1 and the second beam section 2 is further improved.
Referring to fig. 2-3, the outer surfaces of the first connector 11 and the second connector 21 are provided with a plurality of connecting steel plates 3, and two ends of the connecting steel plates 3 are fixedly connected with the first connector 11 and the second connector 21 through expansion screws. The connecting steel plate 3 fixes the first beam section 1 and the second beam section 2, so that the first beam section 1 and the second beam section 2 are stably and firmly connected. The outer surfaces of the first connector 11 and the second connector 21 are fixedly connected with a plurality of limiting columns 6, the inner side surface of the connecting steel plate 3 is provided with limiting holes 31 corresponding to the limiting columns 6, and the limiting columns 6 are movably inserted in the limiting holes 31. The mutual matching of the limiting column 6 and the limiting hole 31 can make the connection between the connecting steel plate 3 and the first connector 11 and the second connector 21 more stable and firm.
Referring to fig. 1-2, the bottom of each of the first beam section 1 and the second beam section 2 is fixedly connected with a fixing column 5 for supporting, the bottom of the connecting steel plate 3 located at the lowest position is provided with two inclined reinforcing rods 4, and two ends of each reinforcing rod 4 are respectively and fixedly connected with the fixing column 5 and the connecting steel plate 3 located at the lowest position through expansion screws. The stiffener 4 can support the junction of first roof beam section 1 and second roof beam section 2, has further improved the stability that first connector 11 and bearing anchor bar 12 are connected to can effectively reduce complete crossbeam because the dead weight leads to the recessed condition in middle part.
The application of a spandrel girder structure is built in room theory does: insert bearing anchor bar 12 and pour groove 211, to pouring the concrete in the groove 211 after, insert the groove 211 of pouring from pouring mouthful 212 with tensile anchor bar 7, make first connector 11, bearing anchor bar 12, second connector 21 and tensile anchor bar 7 constitute integrated structure, connecting plate 3's both ends are through inflation screw and first connector 11 and second connector 21 fixed connection, can fix the surface of first connector 11 and second connector 21, pass through inflation screw respectively with fixed column 5 and the 3 fixed connection of connecting plate of below with the both ends of stiffener 4 again, can make the firm in connection of first roof beam section 1 and second roof beam section 2.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a spandrel girder structure is built in room, includes first beam section (1) and second beam section (2), its characterized in that: one end of the first beam section (1) is fixedly connected with a first connector (11), one end of the second beam section (2) is fixedly connected with a second connector (21), a pouring groove (211) is formed in the second connector (21), one side of the first connector (11) is fixedly connected with a plurality of bearing anchor bars (12), the bearing anchor bar (12) is arranged in the second connector (21) in a penetrating way and is movably inserted into the pouring groove (211), concrete is poured in the pouring groove (211), a pouring opening (212) communicated with the pouring groove (211) is formed in the top of the second connector (21), the outer surfaces of the first connector (11) and the second connector (21) are provided with a plurality of connecting steel plates (3), and the two ends of the connecting steel plate (3) are fixedly connected with the first connector (11) and the second connector (21) through expansion screws.
2. The bearing beam structure is built in room of claim 1, characterized in that: a plurality of jacks (213) corresponding to the bearing anchor bars (12) are formed in one side of the second connector (21), the bearing anchor bars (12) penetrate through the jacks (213), and the jacks (213) are communicated with the pouring groove (211).
3. The bearing beam structure is built in room of claim 1, characterized in that: and a plurality of tensile anchor bars (7) are movably inserted in the pouring groove (211).
4. The bearing beam structure of building construction according to claim 3, characterized in that: the top of tensile dowel (7) is provided with mounting panel (71), and is a plurality of equal fixed connection of tensile dowel (7) is in the bottom of mounting panel (71).
5. The bearing beam structure of building construction according to claim 3, characterized in that: the inner bottom wall of the second connector (21) is provided with a plurality of positioning holes (214) corresponding to the tensile anchor bars (7), and the tensile anchor bars (7) are movably inserted into the positioning holes (214).
6. The bearing beam structure is built in room of claim 1, characterized in that: the surfaces of one sides, opposite to the first connector (11) and the second connector (21), are fully attached.
7. The bearing beam structure is built in room of claim 1, characterized in that: the outer surface of the first connector (11) and the outer surface of the second connector (21) are fixedly connected with a plurality of limiting columns (6), limiting holes (31) corresponding to the limiting columns (6) are formed in the inner side surface of the connecting steel plate (3), and the limiting columns (6) are movably inserted into the limiting holes (31).
8. The bearing beam structure is built in room of claim 1, characterized in that: the bottom of the first beam section (1) and the bottom of the second beam section (2) are fixedly connected with fixing columns (5), the bottom of the connecting steel plate (3) located at the bottom is provided with two inclined reinforcing rods (4), and two ends of each reinforcing rod (4) are fixedly connected with the fixing columns (5) and the connecting steel plate (3) located at the bottom through expansion screws.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220681704.XU CN216949092U (en) | 2022-03-25 | 2022-03-25 | Spandrel girder structure is built in room |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220681704.XU CN216949092U (en) | 2022-03-25 | 2022-03-25 | Spandrel girder structure is built in room |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216949092U true CN216949092U (en) | 2022-07-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220681704.XU Active CN216949092U (en) | 2022-03-25 | 2022-03-25 | Spandrel girder structure is built in room |
Country Status (1)
| Country | Link |
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| CN (1) | CN216949092U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117090341A (en) * | 2023-08-08 | 2023-11-21 | 广西力宇建设工程检测有限公司 | Assembled girder steel |
-
2022
- 2022-03-25 CN CN202220681704.XU patent/CN216949092U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117090341A (en) * | 2023-08-08 | 2023-11-21 | 广西力宇建设工程检测有限公司 | Assembled girder steel |
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