CN203808261U - Prefabricated superimposed main beam and auxiliary beam connecting member - Google Patents
Prefabricated superimposed main beam and auxiliary beam connecting member Download PDFInfo
- Publication number
- CN203808261U CN203808261U CN201420220831.5U CN201420220831U CN203808261U CN 203808261 U CN203808261 U CN 203808261U CN 201420220831 U CN201420220831 U CN 201420220831U CN 203808261 U CN203808261 U CN 203808261U
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- prefabricated
- secondary beam
- superimposed
- coated
- parallel
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- 230000002787 reinforcement Effects 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 abstract description 14
- 239000010959 steel Substances 0.000 abstract description 14
- 230000003014 reinforcing effect Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000012141 concentrate Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
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Abstract
A prefabricated superimposed main beam and auxiliary beam connecting member comprises a supporting end arranged on the upper portion of a main beam prefabricated portion and coated by a main beam superimposed portion, a prefabricated end prefabricated on an auxiliary beam prefabricated portion and coated by an auxiliary beam superimposed portion, and a connecting portion connecting the supporting end with the prefabricated end and coated by the auxiliary beam prefabricated portion. The prefabricated end is provided with a first reinforcing ribbed plate coated by the auxiliary beam prefabricated portion and perpendicular to a vertical plane where an auxiliary beam is positioned, multiple rivets perpendicular to a prefabricated end flat plate are arranged inside the prefabricated end, the supporting end is provided with a supporting subplate parallel to the upper surface of a main beam and coated by the main beam superimposed portion, and a second reinforcing ribbed plate coated by the auxiliary beam superimposed portion and parallel to a horizontal plane where the auxiliary beam is positioned is arranged at the connecting portion. The prefabricated superimposed main beam and auxiliary beam connecting member is made by adopting a steel plate, and is high in strength in bonding with the beams and high in drawing resistance, generation of inclined cracks of a prefabricated superimposed beam can be avoided, and loading capability and building quality are improved.
Description
Technical field
The utility model relates to construction engineering technical field, is specifically related to a kind of prefabricated superimposed primary-secondary beam connector.
Background technology
Existing prefabricated superimposed primary-secondary beam connector is a kind of hidden bracket, this hidden bracket is connected and composed by two parallel rectangular steel plates, rectangular steel plates two ends bottom welding cushion block, is welded with the some reinforcing bars that stretch out downwards at the outer middle side part of rectangular steel plates, Bar Anchorage is in secondary beam pre-erection.When construction and installation, rectangular steel plates one end of hidden bracket is set up at girder pre-erection upper surface, adopt cast-in-situ concrete to build after the overlapping layers of girder and secondary beam, the rectangular steel plates of hidden bracket is coated by the superimposed part of girder and secondary beam.This hidden bracket connecting for prefabricated superimposed primary-secondary beam, low with the bond strength of secondary beam, anti-pulling ability, can not effectively prevent the concentrated shear crack producing of prefabricated superimposed stress beam, affects load performance and construction quality; And reinforcing bar adopts welding manner to be fixed on steel plate outside, has certain hidden danger of quality.
Utility model content
Technical problem to be solved in the utility model is: for solving the problem such as connector and primary-secondary beam bond strength is low, anti-pulling ability in prior art, a kind of prefabricated superimposed primary-secondary beam connector is provided, high with the bond strength of beam, anti-pulling ability is strong, effectively avoid producing Prefabricated superposed beam shear crack, thereby improve load-carrying ability and the construction quality of beam.
The utility model for the technical scheme that its technical problem of solution adopts is: a kind of prefabricated superimposed primary-secondary beam connector, comprise be arranged on girder pre-erection upper surface and by the coated support end of the superimposed part of girder, in advance built in secondary beam pre-erection and by the coated prefabricated end of the superimposed part of secondary beam, connect described support end and described prefabricated end and by the coated connecting portion of the superimposed part of secondary beam.Build after primary-secondary beam overlapping layers concrete, the support end of connector is coated by girder overlapping layers, and the connecting portion of connector is coated by secondary beam overlapping layers, and primary-secondary beam is connected into an entirety by connector.The bond strength of very big raising connector and Prefabricated superposed beam compared with the hidden bracket of prior art.
In prefabricated superimposed primary-secondary beam connector described in the utility model, described connecting portion comprises two flat boards that link together and be arranged in parallel, described prefabricated end is the dull and stereotyped end that extends to secondary beam pre-erection, and described support end is the dull and stereotyped end that extends to the superimposed part of girder.The binding ability that two above-mentioned parallel flats can effectively increase connector and girder and secondary beam is set, improves the anti-pulling ability of connector.
In prefabricated superimposed primary-secondary beam connector described in the utility model, described flat board is parallel to secondary beam place perpendicular, described prefabricated end is provided with the first deep floor perpendicular to described flat board, and described the first deep floor is to be arranged on the first junction plate that is positioned at described prefabricated end place between described two flat boards.The first deep floor that is arranged on prefabricated end can increase contact area and the binding ability of the prefabricated end of connector and secondary beam on the one hand, can effectively resist on the other hand the topple stress of the inner concrete of secondary beam pre-erection to the prefabricated end of connector.
In prefabricated superimposed primary-secondary beam connector described in the utility model, described connecting portion place is provided with the second deep floor that is parallel to secondary beam place horizontal plane, and described the second deep floor is to be arranged on the second junction plate that is positioned at described connecting portion place between described two flat boards.The second deep floor that is arranged on connecting portion can increase the bonding strength of the superimposed part of secondary beam and connector, and in the time building primary-secondary beam overlapping layers concrete, can play the topple effect of stress of fixed connecting piece, opposing.
In prefabricated superimposed primary-secondary beam connector described in the utility model, described flat board is parallel to secondary beam place perpendicular, and described prefabricated end is provided with many perpendicular to described flat board
rivet, described rivet is to be arranged on the connecting reinforcement that is positioned at described prefabricated end place between described two flat boards.The rivet that is arranged on the prefabricated end of connector can be resisted secondary beam inside to the part of the prefabricated end stress that topples, and can play connection function to two parallel flats again.
In prefabricated superimposed primary-secondary beam connector described in the utility model, described support end is provided with the support backing plate that is parallel to girder upper surface, and described support backing plate is that the backing plate that is positioned at described support end place between described two flat boards is set.The support backing plate of the prefabricated bottom of connector portion can effectively increase the contact area of connector and girder, prevent that connector support end is excessive and damage concrete to the local compressive stress of girder pre-erection steel concrete, protected the complete and structural strength of prefabricated superimposed girder; On the other hand, support backing plate and also play the effect that connects two flat boards and fixed connecting piece support end.
Prefabricated superimposed primary-secondary beam connector described in the utility model adopts steel plate to make.Because the structural strength of steel plate is high, therefore the Punching Shear of connector, anti-shear ability are strong; And the stress that steel plate itself also can successfully manage prefabricated superimposed secondary beam concentrates, avoid occurring the shear crack of prefabricated superimposed secondary beam, construction quality and security performance are protected.
Brief description of the drawings
Fig. 1 is the structural representation of the prefabricated superimposed primary-secondary beam connector of the utility model.
Fig. 2 is the top view of the prefabricated superimposed primary-secondary beam connector of the utility model.
Fig. 3 is the left view of the prefabricated superimposed primary-secondary beam connector of the utility model.
In figure, 1-connector support end, the prefabricated end of 2-connector, 3-connector connecting portion, 4-the second deep floor, 5-the first deep floor, 6-supports backing plate, 7-rivet.
Detailed description of the invention
The prefabricated superimposed primary-secondary beam connector of one of the present utility model, mainly comprise be arranged on girder pre-erection upper surface and by the coated support end 1 of the superimposed part of girder, in advance built in secondary beam pre-erection and by the coated prefabricated end 2 of the superimposed part of secondary beam, connect support end and prefabricated end and by the coated connecting portion 3 of the superimposed part of secondary beam.
Referring to Fig. 1 to Fig. 3, in preferred embodiment of the present utility model, prefabricated superimposed primary-secondary beam connector is connected and composed by two blocks of parallel class right angle type steel plates, the horizontal sides of two blocks of parallel class right angle type steel plates is support end 1, vertical edge is prefabricated end 2, and the slabbed construction that connects horizontal sides and vertical edge is connecting portion 3.Support end 1 is arranged on girder pre-erection upper surface and coated by the superimposed part of girder, and prefabricated end 2 is in advance built in secondary beam pre-erection and coated by the superimposed part of secondary beam, and connecting portion 3 connects support end 1 and prefabricated end 2 and is coated by the superimposed part of secondary beam.
In preferred embodiment of the present utility model, the connecting portion flat board of connector is parallel to secondary beam place perpendicular, between two flat boards of prefabricated end 1, be provided with the first deep floor 5 perpendicular to flat board, between two flat boards of connecting portion 3, be provided with the second deep floor 4 that is parallel to secondary beam place horizontal plane, between two flat boards of prefabricated end 1, be provided with many perpendicular to dull and stereotyped rivet 7, between two flat boards of support end 1, be provided with the support backing plate 6 that is parallel to girder upper surface.The first deep floor 5, the second deep floor 4, support backing plate 6 can play with rivet 7 connection function that is connected two blocks of parallel classes right angle type steel plates, also improved the contact area of connector and primary-secondary beam simultaneously, increase the bonding strength of connector and primary-secondary beam, improved anti-pulling ability.
When enforcement, the secondary beam pre-erection that is prefabricated with the prefabricated end of the utility model connector is close to girder pre-erection relevant position, and the prefabricated end of connector is set up at girder pre-erection upper surface, stands after vertically good and horizontal support, build the overlapping layers of girder and secondary beam, make primary-secondary beam be connected to entirety.
Claims (9)
1. a prefabricated superimposed primary-secondary beam connector, it is characterized in that, comprise be arranged on girder pre-erection upper surface and by the coated support end of the superimposed part of girder, in advance built in secondary beam pre-erection and by the coated prefabricated end of the superimposed part of secondary beam, connect described support end and described prefabricated end and by the coated connecting portion of the superimposed part of secondary beam.
2. prefabricated superimposed primary-secondary beam connector according to claim 1, is characterized in that, described prefabricated end is provided with the first deep floor being coated perpendicular to secondary beam place perpendicular and by secondary beam pre-erection.
3. prefabricated superimposed primary-secondary beam connector according to claim 1, is characterized in that, described connecting portion place is provided with the second deep floor that is parallel to secondary beam place horizontal plane and is coated by the superimposed part of secondary beam.
4. prefabricated superimposed primary-secondary beam connector according to claim 1, is characterized in that, described support end is provided with the support backing plate that is parallel to girder upper surface.
5. prefabricated superimposed primary-secondary beam connector according to claim 1, it is characterized in that, described connecting portion comprises two flat boards that link together and be arranged in parallel, described prefabricated end is the dull and stereotyped end that extends to secondary beam pre-erection, and described support end is the dull and stereotyped end that extends to the superimposed part of girder.
6. prefabricated superimposed primary-secondary beam connector according to claim 5, it is characterized in that, described flat board is parallel to secondary beam place perpendicular, described prefabricated end is provided with the first deep floor perpendicular to described flat board, and described the first deep floor is to be arranged on the first junction plate that is positioned at described prefabricated end place between described two flat boards.
7. prefabricated superimposed primary-secondary beam connector according to claim 5, it is characterized in that, described connecting portion place is provided with the second deep floor that is parallel to secondary beam place horizontal plane, and described the second deep floor is to be arranged on the second junction plate that is positioned at described connecting portion place between described two flat boards.
8. prefabricated superimposed primary-secondary beam connector according to claim 5, it is characterized in that, described flat board is parallel to secondary beam place perpendicular, described prefabricated end is provided with the rivet perpendicular to described flat board, described rivet be arranged between described two flat boards, be positioned at described prefabricated end place connecting reinforcement.
9. prefabricated superimposed primary-secondary beam connector according to claim 5, is characterized in that, described support end is provided with the support backing plate that is parallel to girder upper surface, and described support backing plate is to be arranged on the backing plate that is positioned at support end place between described two flat boards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420220831.5U CN203808261U (en) | 2014-05-04 | 2014-05-04 | Prefabricated superimposed main beam and auxiliary beam connecting member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420220831.5U CN203808261U (en) | 2014-05-04 | 2014-05-04 | Prefabricated superimposed main beam and auxiliary beam connecting member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203808261U true CN203808261U (en) | 2014-09-03 |
Family
ID=51447038
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420220831.5U Expired - Lifetime CN203808261U (en) | 2014-05-04 | 2014-05-04 | Prefabricated superimposed main beam and auxiliary beam connecting member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203808261U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938736A (en) * | 2014-05-04 | 2014-07-23 | 长沙远大住宅工业有限公司 | Prefabricated superposed primary and secondary beam connecting piece and prefabricated composite primary and secondary beam connecting structure |
| CN111042436A (en) * | 2019-12-22 | 2020-04-21 | 同济大学 | Section steel concrete tongue-and-groove for precast concrete beam |
-
2014
- 2014-05-04 CN CN201420220831.5U patent/CN203808261U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938736A (en) * | 2014-05-04 | 2014-07-23 | 长沙远大住宅工业有限公司 | Prefabricated superposed primary and secondary beam connecting piece and prefabricated composite primary and secondary beam connecting structure |
| CN111042436A (en) * | 2019-12-22 | 2020-04-21 | 同济大学 | Section steel concrete tongue-and-groove for precast concrete beam |
| CN111042436B (en) * | 2019-12-22 | 2024-03-26 | 同济大学 | Profile steel concrete tongue-and-groove for precast concrete beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: CHANGSHA BROAD HOMES INDUSTRIAL INTERNATIONAL CO., Free format text: FORMER NAME: CHANGSHA BROAD HOMES INDUSTRIAL CO., LTD. |
|
| CP03 | Change of name, title or address |
Address after: 410013 Changsha high tech Development Zone, Yuelu, Hunan Avenue, Changsha Yuanda Industrial Group Co., Ltd. Patentee after: CHANGSHA BROAD HOMES INDUSTRIAL INTERNATIONAL Co.,Ltd. Address before: 410013 Changsha Yuanda residential industry Co., Ltd., Yuelu Road, Changsha, Hunan, Yuelu District Patentee before: Changsha Broad Homes Industrial Group Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 410205 Hunan province Changsha high and New Development Zone Lu Song road and Dongfang Red Road intersection Patentee after: CHANGSHA BROAD HOMES INDUSTRIAL GROUP Co.,Ltd. Address before: 410013 Changsha high tech Development Zone, Yuelu, Hunan Avenue, Changsha Yuanda Industrial Group Co., Ltd. Patentee before: CHANGSHA BROAD HOMES INDUSTRIAL INTERNATIONAL Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140903 |