CN205352076U - Anti -wind post connection structure based on girder steel - Google Patents
Anti -wind post connection structure based on girder steel Download PDFInfo
- Publication number
- CN205352076U CN205352076U CN201620042247.4U CN201620042247U CN205352076U CN 205352076 U CN205352076 U CN 205352076U CN 201620042247 U CN201620042247 U CN 201620042247U CN 205352076 U CN205352076 U CN 205352076U
- Authority
- CN
- China
- Prior art keywords
- girder steel
- concrete block
- stock
- connecting plate
- lower connecting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides an anti -wind post connection structure based on girder steel, it includes the girder steel body, H profiled steel structure that the girder steel body was laid for the side direction is equipped with concrete concrete block in the below of girder steel body, is equipped with one at concrete concrete block's middle part and connects the face, be connected with a spring steel sheet in the bottom of girder steel body, the spring steel sheet comprises upper junction plate, lower connecting plate and backup pad, and backup pad slant setting links to each other with lower connecting plate with the upper junction plate respectively, the upper junction plate is fixed through first stock and girder steel body, is connected with first nut in the upper end of first stock, is connected with the second nut at the lower extreme of first stock, and it is fixed with concrete concrete block that lower connecting plate passes through the second stock, and the second stock be L type structure, in the lower extreme of second stock imbeds concrete concrete block, has the third nut at the last pot head of second stock. The utility model provides the high anti -wind ability of equipment has reduced the installation degree of difficulty, has still reduced manufacturing cost.
Description
Technical field
This utility model relates to a kind of building structure, especially a kind of wind-resistant column attachment structure based on girder steel, belongs to technical field of buildings.
Background technology
In steel-making and Chemical Manufacture, large-scale converter and chemical reaction stove are one of wherein important equipment, and owing to these equipment volume are relatively big, highly higher, therefore needing when design-build to consider windproof ability, this is also the important parameter index of support equipment stability.In existing smelting equipment, in order to improve the wind loading rating of its outside girder steel, it is typically with arranging the connection reinforcing bar of circulating type, although this mode effect is better, but overall weight is bigger, this makes the load of equipment increase, and owing to the reinforcing bar difficulty when mounted of circulating type is relatively big, this makes the manufacturing cost of entirety and expense all be significantly increased.
Utility model content
For above-mentioned deficiency of the prior art, main purpose of the present utility model is in that the wind resistance facility weight solving to install on existing current smelting equipment is big, installs inconvenient problem, and provide a kind of overall structure relatively light, there is the wind-resistant column attachment structure based on girder steel of relatively strong ties intensity simultaneously.
The technical solution of the utility model: based on the wind-resistant column attachment structure of girder steel, it is characterized in that, including girder steel body, described girder steel body is the lateral H profile steel structure laid, it is connected with concrete block at girder steel body, is provided with a joint face at the middle part of concrete block；Being connected to a steel spring plate in the bottom of described girder steel body, described steel spring plate is to be made up of upper junction plate, lower connecting plate and gripper shoe, and described gripper shoe is angularly disposed and is connected with upper junction plate and lower connecting plate respectively；Described upper junction plate is fixed by the first anchor pole and girder steel body, it is connected to the first nut in the upper end of the first anchor pole, it is connected to the second nut in the lower end of the first anchor pole, described lower connecting plate is fixed by the second anchor pole and concrete block, described second anchor pole is L-type structure, the lower end of the second anchor pole embeds in concrete block, is cased with the 3rd nut in the upper end of the second anchor pole.
Optimally, described lower connecting plate and and the joint face of concrete block between be additionally provided with capital embedded board.This utility model can strengthen the stability after connection by installation capital embedded board, it is prevented that rocks, is more easy to locking when connecting simultaneously.
Optimally, the angle of inclination of described gripper shoe is 35 °.This angle of inclination is adopted so that resistance to tension and enabling capabilities reach relative equilibrium, can be so conducive to the service life of elongate member.
Optimally, the thickness of described capital embedded board is more than the thickness of lower connecting plate.Being employed herein relatively thicker capital embedded board, it can reduce the abrasion between lower connecting plate and concrete block.
Relative to prior art, this utility model has the advantages that
1, improve the wind loading rating of equipment: attachment structure of the present utility model adopts steel spring plate to fix to the connection realizing girder steel and precast concrete concrete, can realize location, and simultaneously overall stability is strengthened, and has good wind loading rating.
2, reducing installation difficulty, this utility model only need to carry out installing at the point of several correspondences, greatly reduces installation difficulty.
3, reducing manufacturing cost, the set-up time simultaneously for equipment also can shorten.
Accompanying drawing explanation
Fig. 1 is this utility model schematic diagram based on the wind-resistant column attachment structure of girder steel.
In figure, 1 girder steel body, 2 concrete blocks, 3 joint faces, 4 steel spring plates, 41 upper junction plates, 42 lower connecting plates, 43 gripper shoes, 5 first anchor poles, 6 first nuts, 7 second nuts, 8 second anchor poles, 9 the 3rd nuts, 10 capital embedded boards.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
As it is shown in figure 1, a kind of wind-resistant column attachment structure based on girder steel, including girder steel body 1, described girder steel body 1 is the lateral H profile steel structure laid, and is connected with concrete block 2 at girder steel body 1, is provided with a joint face 3 at the middle part of concrete block 2；Be connected to a steel spring plate 4 in the bottom of described girder steel body 1, described steel spring plate 4 is to be made up of upper junction plate 41, lower connecting plate 42 and gripper shoe 43, and described gripper shoe 43 is angularly disposed and is connected with upper junction plate 41 and lower connecting plate 42 respectively；Described upper junction plate 41 is fixed with girder steel body 1 by the first anchor pole 5, it is connected to the first nut 6 in the upper end of the first anchor pole 5, it is connected to the second nut 7 in the lower end of the first anchor pole 5, described lower connecting plate 42 is fixed with concrete block 2 by the second anchor pole 8, described second anchor pole 8 is L-type structure, the lower end of the second anchor pole 8 embeds in concrete block 2, is cased with the 3rd nut 9 in the upper end of the second anchor pole 8.
Referring to Fig. 1, described lower connecting plate 42 and and the joint face 3 of concrete block 2 between be additionally provided with capital embedded board 10.The angle of inclination of described gripper shoe 43 is 35 °, and the thickness of described capital embedded board 10 is more than the thickness of lower connecting plate 42.
It should be noted that, above example is only in order to illustrate technical solutions of the utility model but not restriction technologies scheme, although this utility model is explained in detail by applicant with reference to preferred embodiment, it will be understood by those within the art that, those amendments that technical solutions of the utility model are carried out or equivalent replacement, objective and the scope of the technical program can not be departed from, all should be encompassed in the middle of this utility model right.
Claims (4)
1. based on the wind-resistant column attachment structure of girder steel, it is characterized in that, including girder steel body (1), described girder steel body (1) is the lateral H profile steel structure laid, it is connected with concrete block (2) at girder steel body (1), is provided with a joint face (3) at the middle part of concrete block (2)；It is connected to a steel spring plate (4) in the bottom of described girder steel body (1), described steel spring plate (4) is to be made up of upper junction plate (41), lower connecting plate (42) and gripper shoe (43), and described gripper shoe (43) is angularly disposed and is connected with upper junction plate (41) and lower connecting plate (42) respectively；Described upper junction plate (41) is fixed with girder steel body (1) by the first anchor pole (5), it is connected to the first nut (6) in the upper end of the first anchor pole (5), it is connected to the second nut (7) in the lower end of the first anchor pole (5), described lower connecting plate (42) is fixed with concrete block (2) by the second anchor pole (8), described second anchor pole (8) is L-type structure, the lower end of the second anchor pole (8) embeds in concrete block (2), is cased with the 3rd nut (9) in the upper end of the second anchor pole (8).
2. the wind-resistant column attachment structure based on girder steel according to claim 1, it is characterised in that be additionally provided with capital embedded board (10) between the joint face (3) of described lower connecting plate (42) and concrete block (2).
3. the wind-resistant column attachment structure based on girder steel according to claim 2, it is characterised in that the angle of inclination of described gripper shoe (43) is 35 °.
4. the wind-resistant column attachment structure based on girder steel according to claim 3, it is characterised in that the thickness of described capital embedded board (10) is more than the thickness of lower connecting plate (42).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620042247.4U CN205352076U (en) | 2016-01-18 | 2016-01-18 | Anti -wind post connection structure based on girder steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620042247.4U CN205352076U (en) | 2016-01-18 | 2016-01-18 | Anti -wind post connection structure based on girder steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205352076U true CN205352076U (en) | 2016-06-29 |
Family
ID=56176127
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620042247.4U Expired - Fee Related CN205352076U (en) | 2016-01-18 | 2016-01-18 | Anti -wind post connection structure based on girder steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205352076U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374212A (en) * | 2019-08-06 | 2019-10-25 | 中国电力工程顾问集团华东电力设计院有限公司 | A kind of connection structure and roof truss structure of roof system and wind-resistant column |
-
2016
- 2016-01-18 CN CN201620042247.4U patent/CN205352076U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374212A (en) * | 2019-08-06 | 2019-10-25 | 中国电力工程顾问集团华东电力设计院有限公司 | A kind of connection structure and roof truss structure of roof system and wind-resistant column |
| CN110374212B (en) * | 2019-08-06 | 2024-05-17 | 中国电力工程顾问集团华东电力设计院有限公司 | Connection structure of roof and anti-wind post and roof truss structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208430687U (en) | Self-anchored type suspended-cable structure support construction and system | |
| CN103388408A (en) | External pre-stressed tendon reinforcing steering block for building structure | |
| CN112663971A (en) | Steel structure roof pre-assembly sliding installation device and installation method | |
| CN202578055U (en) | Height and width adjustable greenhouse for coke oven building construction | |
| CN205352076U (en) | Anti -wind post connection structure based on girder steel | |
| CN211200882U (en) | Steel construction conversion layer furred ceiling | |
| CN201981728U (en) | Stainless steel composite covered column structure | |
| CN201132930Y (en) | Steel centering structure with inclined tensioned cable | |
| CN204959995U (en) | Modular structure of room roof beam | |
| CN202990206U (en) | Assembled skeleton clerestory | |
| CN201883588U (en) | Reinforced greenhouse clearstory and fastigium connecting structure | |
| CN201128959Y (en) | Novel building top structure | |
| CN201420400Y (en) | Supporting structure of towering reticulated shell structure | |
| CN205677130U (en) | A kind of steel construction planted roof load-bearing purlin | |
| CN218757934U (en) | Large-span prefabricated assembly type structure | |
| CN205223823U (en) | Highway with stride a formula single track and build bilateral case section structure of bridge jointly | |
| CN220928223U (en) | Novel plate elevator lifting hook node | |
| CN205555882U (en) | Heavy single track hangs | |
| CN218540746U (en) | Prefabricated reinforced concrete foundation structure that can splice | |
| CN105040991B (en) | The supporting construction and method for supporting of large-span steel segmental hoisting | |
| CN202866114U (en) | Composite floor | |
| CN204983335U (en) | Furred ceiling is staple bolt device for conversion layer | |
| CN214364880U (en) | Hanging flower basket support mounting structure | |
| CN211341286U (en) | Assembled shear wall structure | |
| CN201473873U (en) | Large cantilever coping of viaduct |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160629 Termination date: 20170118 |