CN205894292U - Prefabricated assembly structure tip beam column node fixed knot constructs - Google Patents
Prefabricated assembly structure tip beam column node fixed knot constructs Download PDFInfo
- Publication number
- CN205894292U CN205894292U CN201620752053.3U CN201620752053U CN205894292U CN 205894292 U CN205894292 U CN 205894292U CN 201620752053 U CN201620752053 U CN 201620752053U CN 205894292 U CN205894292 U CN 205894292U
- Authority
- CN
- China
- Prior art keywords
- precast beam
- steel
- prefabricated
- prefabricated post
- 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.)
- Expired - Fee Related
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a prefabricated assembly structure tip beam column node fixed knot constructs, including prefabricated post and precast beam, prefabricated post vertically is equipped with the prefabricated post muscle of outside extension, the precast beam transversely is equipped with the precast beam muscle, the tip of precast beam muscle is equipped with the post and reserves the side forms, the node of the handing -over of prefabricated post and precast beam still is equipped with unilateral ties support frame, unilateral ties support frame is including the steel corner brace and the steel ties that connect structure as an organic whole, the support of taking one's place when steel corner brace is used for supporting the precast beam hoist and mount, steel ties installs on prefabricated post, as the fulcrum that bears of support frame. The utility model discloses rational in infrastructure, the precision height of taking one's place is installed to the precast beam, and hoisting construction is fast, and the ties support frame can have enough to meet the need the use, and the breast supports and uses relative ratio tradition hoist and mount method will lack a lot, saves engineering construction cost, has better economic benefits.
Description
Technical field
This utility model is related to a kind of bean column node fixed structure and in particular to a kind of prefabricated construction end beam column
Node fixed structure.
Background technology
In recent years, the prefabricated assembled continuous development with new building technology and material and progress, prefabrication
It is widely used.In the country that many building industrializations are flourishing, prefabrication experienced long-term experiment and
Application, the prefabrication product of modernization can highly integrated building various functions, and the form built
Very exquisite with component.China's construction demand amount is big, construction speed fast, necessary development prefabrication, then right
Prefabricated construction joint structure requires and hoisting also more and more higher.Traditional prefabricated construction hoisting cost is relatively
Height, lifting speed is low with precision, and this brings very big difficulty to construction, and the adjustment of hoisting process error occupies substantial amounts of
Duration of a project, therefore, prefabrication lifting wants to realize industry modernization, and hanging method is also needed to innovate further to grind
Study carefully.
Utility model content
Utility model purpose: the purpose of this utility model is to solve deficiency of the prior art, providing a kind of structure
Reasonable in design, precast beam installs high precision in place, and construction hoisting speed is fast, and tie bracing frame can be used in turn, and beam bottom supports
A kind of prefabricated construction end beam column section much saving Construction Cost will be lacked using traditional hanging method that compares
Point structure.
Technical scheme: a kind of prefabricated construction end described in the utility model bean column node fixed structure, including
Prefabricated post and precast beam, described prefabricated post is longitudinally provided with the prefabricated post muscle stretching out, and described precast beam is transversely provided with precast beam
Muscle, the end of described precast beam muscle is provided with post and reserves side mould, is additionally provided with list at the node of the handing-over of described prefabricated post and precast beam
Side column hoop bracing frame, described monolateral tie bracing frame includes steel angle brace and the steel column hoop connecting as one structure, described steel angle brace
For supporting the support in place during precast beam lifting, steel column hoop is arranged in prefabricated post, as the carrying fulcrum of bracing frame.
Further, the triangular prism of the closing that described steel angle brace is made up of 5 blocks of steel plates, steel column hoop is by 4 pieces of steel plate groups
The quadrangular of the upper and lower opening becoming, and steel angle brace and steel column hoop share one block of steel plate.
Further, the thickness of described steel plate is not less than 40mm.
Further, in a pre-installation, on its shaft, installation control line got well by bullet to described monolateral tie bracing frame.
Further, described monolateral tie bracing frame is just removable when node strength reaches the 50% of concrete design strength
Remove.
Beneficial effect: this utility model is rational in infrastructure, precast beam installs high precision in place, and construction hoisting speed is fast, tie
Bracing frame can be used in turn, and beam bottom supports will be lacked much using traditional hanging method that compares, and save Construction Cost, tool
There is good economic benefit.
Brief description
Fig. 1 is the overall schematic of this utility model node structure；
Fig. 2 is this utility model monolateral tie support frame structure schematic diagram.
Specific embodiment
A kind of prefabricated construction end bean column node fixed structure as depicted in figs. 1 and 2, including prefabricated post 5 He
Precast beam 3, described prefabricated post 5 is longitudinally provided with the prefabricated post muscle 6 stretching out, and described precast beam 3 is transversely provided with precast beam muscle 4,
The end of described precast beam muscle 4 is provided with post and reserves side mould 7, is additionally provided with list at the node of handing-over of described prefabricated post 5 and precast beam 3
Side column hoop bracing frame, described monolateral tie bracing frame includes steel angle brace 1 and the steel column hoop (2) connecting as one structure, described steel
Angle brace 1 is used for supporting the support in place during precast beam 3 lifting, and steel column hoop 2 is arranged in prefabricated post 5, as the carrying of bracing frame
Fulcrum.
The triangular prism of the closing that described steel angle brace 1 is made up of 5 blocks of steel plates, steel column hoop 2 by 4 blocks of steel plates form upper and lower
The quadrangular of opening, two arms of angle can freely launch, and steel angle brace 1 and steel column hoop 2 share one block of steel plate.
Described monolateral tie bracing frame in a pre-installation, on shaft bullet got well installation control line it is ensured that beam lifting after
Precision in place.
Described monolateral tie bracing frame rigidity is larger, and alignment error adjusted value is easily controlled, alignment error general control
Within 5mm.
Described monolateral tie bracing frame turnaround speed is fast, (typically takes Concrete Design when node strength reaches preset value
The 50% of intensity), can first member-retaining portion conventional steel support, monolateral tie bracing frame is dismountable, realizes early removing system mesh
Mark.
A kind of installation method of above-mentioned prefabricated construction end bean column node fixed structure, comprises the steps:
(1) prefabricated post lifting: prefabricated post lifting strict control column should lift quality, and Horizontal position errors are less than 5mm, hang down
Straight error is less than 3mm；
(2) play precast beam lifting absolute altitude control line: prefabricated post lifting fixation finishes, eject precast beam lifting absolute altitude in shaft
Control line, under special circumstances it is also contemplated that error transfer factor value；
(3) tie bracing frame and beam lower supporter are installed: carry out precast beam and hang according to shaft control line, error transfer factor value size
Fill work in place；
(4) precast beam lifts, fixes；
(5) precast beam Hoisting Position is reviewed, is adjusted；
(6) bean column node formwork erection；
(7) bean column node concreting, maintenance；
(8) tie bracing frame is removed, is had enough to meet the need.
This utility model is rational in infrastructure, and precast beam installs high precision in place, and construction hoisting speed is fast, and tie bracing frame is permissible
It is used in turn, beam bottom supports will be lacked much using traditional hanging method that compares, and save Construction Cost, have good economic
Benefit.
The above, be only preferred embodiment of the present utility model, not this utility model is made any formal
Restriction although this utility model is disclosed above with preferred embodiment, but be not limited to this utility model, any ripe
Know professional and technical personnel, in the range of without departing from technical solutions of the utility model, when in the technology of available the disclosure above
Hold and make a little Equivalent embodiments changing or be modified to equivalent variations, as long as without departing from technical solutions of the utility model
Hold, any simple modification, equivalent variations and modification above example made according to technical spirit of the present utility model, all still
Belong in the range of technical solutions of the utility model.
Claims (3)
1. a kind of prefabricated construction end bean column node fixed structure it is characterised in that: include prefabricated post (5) and precast beam
(3), described prefabricated post (5) is longitudinally provided with the prefabricated post muscle (6) stretching out, and described precast beam (3) is transversely provided with precast beam muscle
(4), the end of described precast beam muscle (4) is provided with post and reserves side mould (7), the section of the handing-over of described prefabricated post (5) and precast beam (3)
It is additionally provided with monolateral tie bracing frame, described monolateral tie bracing frame includes steel angle brace (1) and the steel connecting as one structure at point
Tie (2), described steel angle brace (1) is used for supporting the support in place during precast beam (3) lifting, and steel column hoop (2) is arranged on prefabricated post
(5) on, as the carrying fulcrum of bracing frame.
2. a kind of prefabricated construction end bean column node fixed structure according to claim 1 it is characterised in that: institute
State the triangular prism of the closing that steel angle brace (1) is made up of 5 blocks of steel plates, the upper and lower opening that steel column hoop (2) is made up of 4 blocks of steel plates
Quadrangular, and steel angle brace (1) and steel column hoop (2) share one block of steel plate.
3. a kind of prefabricated construction end bean column node fixed structure according to claim 2 it is characterised in that: institute
The thickness stating steel plate is not less than 40mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620752053.3U CN205894292U (en) | 2016-07-18 | 2016-07-18 | Prefabricated assembly structure tip beam column node fixed knot constructs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620752053.3U CN205894292U (en) | 2016-07-18 | 2016-07-18 | Prefabricated assembly structure tip beam column node fixed knot constructs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205894292U true CN205894292U (en) | 2017-01-18 |
Family
ID=57773079
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620752053.3U Expired - Fee Related CN205894292U (en) | 2016-07-18 | 2016-07-18 | Prefabricated assembly structure tip beam column node fixed knot constructs |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205894292U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013435A (en) * | 2016-07-18 | 2016-10-12 | 江苏工程职业技术学院 | Node fixing structure for prefabricated structure type end beam column and mounting method |
| CN112814151A (en) * | 2020-12-30 | 2021-05-18 | 南京航空航天大学 | Connecting method of basic magnesium sulfate cement concrete assembled frame nodes |
-
2016
- 2016-07-18 CN CN201620752053.3U patent/CN205894292U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013435A (en) * | 2016-07-18 | 2016-10-12 | 江苏工程职业技术学院 | Node fixing structure for prefabricated structure type end beam column and mounting method |
| CN112814151A (en) * | 2020-12-30 | 2021-05-18 | 南京航空航天大学 | Connecting method of basic magnesium sulfate cement concrete assembled frame nodes |
| CN112814151B (en) * | 2020-12-30 | 2022-04-01 | 南京航空航天大学 | Connecting method of basic magnesium sulfate cement concrete assembled frame nodes |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106013435B (en) | A kind of prefabricated construction end bean column node fixed structure and installation method | |
| CN106013434B (en) | Bean column node fixed structure and installation method among a kind of prefabricated construction | |
| CN203007846U (en) | Y-type block template and support system | |
| CN101845882B (en) | Combined device of a mould frame for hanging and casting cement for high-rise buildings and handling and hanging box for building materials | |
| CN105220619A (en) | A kind of method of quick manufacture two-wire nose circle solid pier | |
| CN205894292U (en) | Prefabricated assembly structure tip beam column node fixed knot constructs | |
| CN103485574B (en) | A kind of granulation tower tower top structure of reinforced concrete method | |
| CN201671356U (en) | Early form removal supporting system | |
| CN100429375C (en) | Formworkfor elevator well of high rising building and construction method thereof | |
| CN203334680U (en) | Upper reversed beam lifting mold for concrete pouring | |
| CN205894293U (en) | Beam column node fixed knot constructs in middle of prefabricated assembly structure | |
| CN106836255B (en) | The integral prefabricated structure of basement bottom board catch pit steel mesh and method of construction | |
| CN206408951U (en) | A kind of architectural industrialization project conversion layer position level ladder muscle | |
| CN203755173U (en) | Formwork device used for hydraulic climbing of bridge high pier | |
| CN202401753U (en) | Sliding die device | |
| CN107152112A (en) | A kind of modularization Prefabricated stacking floor and its construction method for being used to drop plate region | |
| CN207847086U (en) | A kind of tall and big beam form support frame | |
| CN205296829U (en) | Superelevation super large cross -section batter post integrally lift up formula template reinforcerment system | |
| CN205976477U (en) | Formula of sinking bathroom hangs mould device | |
| CN102720360B (en) | Combination device of secondary high building supported lifted and poured cement formwork and building material lifting and lifting box | |
| CN204626965U (en) | For the steel stair template of poured up at a time between architectural stair | |
| CN202273177U (en) | Self-dismounting movable suspension frame cast-in-situ breast board template | |
| CN209760761U (en) | Construction platform and elevator core section of thick bamboo construction structures in a core section of thick bamboo | |
| CN207933867U (en) | A kind of Recumbent tie-rod arch form bridge | |
| CN207538506U (en) | The independent supporting rack of efficient construction of precast floorslab |
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 |
Granted publication date: 20170118 Termination date: 20170718 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |