CN205382568U - Pre -embedded sleeve connection structure who adds girder steel behind concrete column - Google Patents
Pre -embedded sleeve connection structure who adds girder steel behind concrete column Download PDFInfo
- Publication number
- CN205382568U CN205382568U CN201620041106.0U CN201620041106U CN205382568U CN 205382568 U CN205382568 U CN 205382568U CN 201620041106 U CN201620041106 U CN 201620041106U CN 205382568 U CN205382568 U CN 205382568U
- Authority
- CN
- China
- Prior art keywords
- straight thread
- girder steel
- thread steel
- dowel
- post
- 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.)
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Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 54
- 239000010959 steel Substances 0.000 title claims abstract description 54
- 210000003205 Muscles Anatomy 0.000 claims abstract description 8
- 238000003466 welding Methods 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 abstract description 6
- 239000000463 material Substances 0.000 abstract description 3
- 230000005540 biological transmission Effects 0.000 abstract description 2
- 230000000875 corresponding Effects 0.000 abstract 1
- 238000001125 extrusion Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 abstract 1
- 210000003491 Skin Anatomy 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000001070 adhesive Effects 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Abstract
The utility model relates to a pre -embedded sleeve connection structure who adds girder steel behind concrete column. It includes a plurality of straight thread steel sleeve, straight thread steel sleeve through with anchor slab perforation plug welding even for whole, the dowel is connected to straight thread steel sleeve rear end, anchor slab, straight thread steel sleeve, dowel be whole and pre -buriedly incline in post or wall or roof beam, still including the girder steel, corresponding the position trompil of straight thread steel sleeve round hole at the girder steel end plate, the short muscle of installation roll extrusion straight thread is as the bolt and cooperate the nut to screw and with girder steel and post or wall or the roof beam even support floor slab of being used for as an organic whole. The utility model discloses realize the transmission internal work can the time, material saving and human cost, guaranteed construction precision, avoided coupled columns member concrete the damage, reduced the construction degree of difficulty, guaranteed the durability of connection.
Description
Technical field
This utility model adds the embedded sleeve barrel attachment structure of girder steel after relating to a kind of girder steel and concrete column connecting structure, particularly a kind of concrete column.
Background technology
After add girder steel and be connected with post, generally have pre-buried and rear bar planting two ways.
Conventional built-in fitting, is generally anchor slab and adds straight dowel, if after add girder steel, it is necessary to being welded to connect plate at the scene, work on the spot amount is more, and welding heat influence area, local concrete damage, and modulus of elasticity of concrete and comprcssive strength reduce.If welding coverage in post four sides is bigger.
As planted chemical anchor bolts after adopting, site operation workload is big, and location is unsuitable accurately, thereby increases and it is possible to vertical muscle stirrup impact in damage post, cost is also higher, and the durability of chemistry adhesive material is also limited.
Straight screw sleeve is cheap, Embedment Construction is convenient and error is little, Stress Transfer better, reduce the site operation amount of mistake, and quality is easily guaranteed that.
Utility model content
The purpose of this utility model adds the embedded sleeve barrel attachment structure of girder steel after being in that to provide a kind of concrete column, mainly solve the technical problem existing for above-mentioned prior art, while this utility model realizes transmission internal force function, save material and human cost, ensure that construction precision, avoid the damage of coupled columns concrete members, reduce difficulty of construction, ensure that the durability of connection.
To achieve these goals, this utility model is realized in.
Girder steel embedded sleeve barrel attachment structure is added after a kind of concrete column, it is characterized in that: it includes several straight thread steel bushings, straight thread steel bushing is by being linked as entirety with anchor slab perforation plug welding, straight thread steel bushing rear end connects dowel, and anchor slab, straight thread steel bushing, dowel are integral built-in in post or wall or beam side；Also include girder steel, in girder steel end plate correspondence straight thread steel bushing circular hole position perforate, the short muscle of straight spiral grains is installed and as bolt and coordinates nut to screw and girder steel and post or wall or beam are connected as a single entity for supporting floor.
Girder steel embedded sleeve barrel attachment structure is added after described concrete column, it is characterised in that: what be directly welded to connect with anchor slab is straight thread steel bushing, and dowel adopts the short muscle of straight spiral grains.
The beneficial effects of the utility model are: avoid weld to the damage of concrete component, avoid after hole to reinforcing bar damage, cost is relatively low, Embedment Construction is convenient and precision high, Stress Transfer better, reduce site operation cross work amount quality be easily guaranteed that, speed of application soon, good endurance.
Accompanying drawing explanation
Fig. 1 is the integral built-in part side view that this utility model connects.
Fig. 2 is the integral built-in part front view that this utility model connects.
Fig. 3 is this utility model front front view.
Fig. 4 is this utility model axle side assembling figure, have expressed girder steel and two newel posts (5mm, this figure have widened spacing for ease of seeing clearly to scene, beam column gap).
In figure: 1-anchor slab；2-straight thread steel bushing, 3-dowel, 4-post (or wall or beam), 5-girder steel, 6-hole, 7-bolt, 8-nut, 9-are bored a hole plug welding.
Detailed description of the invention
Referring to Fig. 1-4, they are to add girder steel embedded sleeve barrel attachment structure after this utility model one concrete column.As shown in the figure: it includes several straight thread steel bushings 2, straight thread steel bushing 2 is by being linked as entirety with anchor slab 1 plug welding of boring a hole, and straight thread steel bushing 2 rear end connects dowel 3, and anchor slab 1, straight thread steel bushing 2, dowel 3 are integral built-in in post 4 or wall or beam side；Also include girder steel 5, in girder steel 5 end plate correspondence straight thread steel bushing 2 circular hole position perforate 6, the short muscle of straight spiral grains is installed and as bolt 7 and coordinates nut 8 to screw and girder steel 5 and post 4 or wall or beam are connected as a single entity for supporting floor.
In this utility model, what be directly welded to connect with anchor slab 1 is straight thread steel bushing 2, and dowel 3 adopts the short muscle of straight spiral grains.
In this utility model, dowel 3 length can be cut by shearing resistance or bending resistance to be needed to adjust.
In this utility model, when girder steel 5 is connected with post 4, on anchor slab, welding need not connect connecting plate；
In this utility model, during adding the use before girder steel, post skin is outer without protruding bolt or connecting plate, does not interfere with cylinder finishing.
In this utility model, post skin is outer without protruding bolt or connecting plate, in place when facilitating the equivalent post clear span of girder steel length.
In this utility model, it is not limited only to post side, is also applied for shear wall side and concrete girder side.
It is only preferred embodiment of the present utility model in sum, is not used for limiting practical range of the present utility model.Namely all equivalences made according to the content of this utility model claim change and modify, and all should be technology category of the present utility model.
Claims (2)
1. add girder steel embedded sleeve barrel attachment structure after a concrete column, it is characterized in that: it includes several straight thread steel bushings (2), straight thread steel bushing (2) is by being linked as entirety with anchor slab (1) perforation plug welding, straight thread steel bushing (2) rear end connects dowel (3), anchor slab (1), band dowel straight thread steel bushing (2), dowel (3) for integral built-in in post (4) or wall or beam side；Also include girder steel (5), at girder steel (5) end plate correspondence straight thread steel bushing (2) circular hole position perforate (6), the short muscle of straight spiral grains is installed and as bolt (7) and coordinates nut (8) to screw and girder steel (5) and post (4) or wall or beam are connected as a single entity for supporting floor.
2. after concrete column according to claim 1, add girder steel embedded sleeve barrel attachment structure, it is characterised in that: what be directly welded to connect with anchor slab (1) is straight thread steel bushing (2), and dowel (3) adopts the short muscle of straight spiral grains.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620041106.0U CN205382568U (en) | 2016-01-18 | 2016-01-18 | Pre -embedded sleeve connection structure who adds girder steel behind concrete column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620041106.0U CN205382568U (en) | 2016-01-18 | 2016-01-18 | Pre -embedded sleeve connection structure who adds girder steel behind concrete column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205382568U true CN205382568U (en) | 2016-07-13 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620041106.0U Active CN205382568U (en) | 2016-01-18 | 2016-01-18 | Pre -embedded sleeve connection structure who adds girder steel behind concrete column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205382568U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284657A (en) * | 2016-10-13 | 2017-01-04 | 哈尔滨工业大学 | Assembled girder is widened district at secondary beam and is run through bolt of long stem connection node and method of attachment |
| CN106320537A (en) * | 2016-10-31 | 2017-01-11 | 华侨大学 | Prefabricated concrete-filled square steel tube column and steel girder connecting joint |
| CN107254884A (en) * | 2017-07-28 | 2017-10-17 | 湖南大学 | A kind of detachable prefabricated assembled concrete-filled steel square tubular column pin node |
| CN109057047A (en) * | 2018-07-23 | 2018-12-21 | 中国二十冶集团有限公司 | The attachment device and method of cast-in-situ concrete columns and load-bearing timber beam |
| CN110984203A (en) * | 2019-11-18 | 2020-04-10 | 中国建筑材料科学研究总院有限公司 | Precast concrete foundation, ground beam, connecting structure and mounting method |
-
2016
- 2016-01-18 CN CN201620041106.0U patent/CN205382568U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284657A (en) * | 2016-10-13 | 2017-01-04 | 哈尔滨工业大学 | Assembled girder is widened district at secondary beam and is run through bolt of long stem connection node and method of attachment |
| CN106320537A (en) * | 2016-10-31 | 2017-01-11 | 华侨大学 | Prefabricated concrete-filled square steel tube column and steel girder connecting joint |
| CN107254884A (en) * | 2017-07-28 | 2017-10-17 | 湖南大学 | A kind of detachable prefabricated assembled concrete-filled steel square tubular column pin node |
| CN109057047A (en) * | 2018-07-23 | 2018-12-21 | 中国二十冶集团有限公司 | The attachment device and method of cast-in-situ concrete columns and load-bearing timber beam |
| CN110984203A (en) * | 2019-11-18 | 2020-04-10 | 中国建筑材料科学研究总院有限公司 | Precast concrete foundation, ground beam, connecting structure and mounting method |
| CN110984203B (en) * | 2019-11-18 | 2022-02-18 | 中国建筑材料科学研究总院有限公司 | Precast concrete foundation, ground beam, connecting structure and mounting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |