CN207347936U - A kind of full framing dislocation set takes structure - Google Patents
A kind of full framing dislocation set takes structure Download PDFInfo
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- CN207347936U CN207347936U CN201721231993.9U CN201721231993U CN207347936U CN 207347936 U CN207347936 U CN 207347936U CN 201721231993 U CN201721231993 U CN 201721231993U CN 207347936 U CN207347936 U CN 207347936U
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- dislocation
- bar
- upright
- full framing
- upright bar
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Abstract
The utility model discloses a kind of full framing dislocation set to take structure, full framing includes more upright bars parallel to each other and Duo Gen horizon bar parallel to each other, every upright bar is perpendicular with every horizon bar, the place of intersecting of every upright bar and every horizon bar is equipped with fastener and makees connection fixation, wherein, two adjacent upright bars and horizon bar form rectangle rack body unit, in each rectangle rack body unit center being made of upright bar and horizon bar, the upright bar that has dislocation is set, adjacent dislocation upright bar is connected by the horizon bar that misplaces, and form dislocation rectangle rack body unit, the place of intersecting of every dislocation upright bar and every dislocation horizon bar is equipped with fastener work connection and fixes, the horizontal cross brace that rectangle rack body unit is joined together to form to integrated support system with dislocation rectangle rack body unit is provided with full framing top end face;The utility model can effectively strengthen the intensity, rigidity and stability of cradle support system, solve the problems, such as using the higher engineering entity structure of Full space support construction.
Description
Technical field
It the utility model is related to a kind of full framing dislocation set and take structure, belong to full framing technical field.
Background technology
It is the fixed standard horizontal stroke set up according to the support rod unit of existing specification that full framing original position, which is set up, indulges spacing
Strutting system.In the case where support cast-in-place engineering entity structure is higher, full framing original position is set up at support frame structure basis
Reason difficulty is larger, processing cost is more;A certain range of strutting system intensity, rigidity and stability can not meet that design and construction will
Ask, easily cause the stress destruction, deformation instability and frame body collapse accident of strutting system.
The patent of Application No. CN201220341165.1 discloses a kind of high stability fastener type full framing, it is used
Be on the basis of shearing strut is set in the plane that upright bar is formed with horizon bar, further to add the more facades in space diagonal
Hound, from the support of multiple directions increase full framing, to strengthen three-dimensional stress-bearing capability, and improve the overall steady of full framing
It is qualitative.But this kind of frame mode in traditional standard cubic support due to by the way of diagonal member strut is added, its entirety
Stability and rigidity are limited to original strutting system, and increase rate is little, when support cast-in-place engineering entity structure is higher, still
Easily cause the stress destruction, deformation instability and frame body collapse accident of strutting system.
Utility model content
The technical problems to be solved in the utility model is:A kind of full framing dislocation set is provided and takes structure, to strengthen stent
Intensity, rigidity and the stability of support system, solve the problems, such as using the higher engineering entity structure of Full space support construction.
The technical solution of the utility model is:A kind of full framing dislocation set takes structure, and full framing includes more mutually
Parallel upright bar and Duo Gen horizon bar parallel to each other, every upright bar is perpendicular with every horizon bar, every upright bar with every
The place of intersecting of horizon bar is equipped with fastener and makees connection fixation, wherein, adjacent two upright bars and horizon bar form rectangle frame body
Unit, the upright bar that has dislocation is set in each rectangle rack body unit center being made of upright bar and horizon bar, and adjacent dislocation is vertical
Bar is connected by the horizon bar that misplaces, and forms dislocation rectangle rack body unit, every dislocation upright bar and the phase of every dislocation horizon bar
Infall is equipped with fastener and makees connection fixation, is provided with full framing top end face by rectangle rack body unit and dislocation rectangle frame body
Unit is joined together to form the horizontal cross brace of integrated support system.
The horizontal cross brace is pressed to be set every 4-6 segment upright bar, vertical by fastener and upright bar and dislocation in junction
Bar connection is fixed.
The horizon bar is different from the position height for the horizon bar that misplaces, rectangle rack body unit and dislocation rectangle rack body unit structure
Structure is set up into staggered floor.
Vertical brace is connected with by fastener in the diagonal angle of adjacent two upright bars, rectangle rack body unit can be effectively increased
Reliability and stability.
The vertical brace that has dislocation is connected by fastener in the diagonal angle of adjacent two dislocation upright bars, dislocation square can be effectively increased
The reliability and stability of shape frame body unit.
Every dislocation upright bar bottom is connected with dislocation bracket, and top is connected with dislocation jacking.
The dislocation bracket and dislocation jacking use adjustable structure.
Every upright bar bottom is connected with bracket, and top is connected with jacking.
The bracket and jacking use adjustable structure.
The utility model also provides the dislocation set that above-mentioned full framing dislocation set takes structure and takes method, comprises the following steps:
(1)Surveying and locating goes out the position of bracket and installs bracket;
(2)More upright bars are vertically mounted in bracket to direction across bridge along vertical bridge, then by fastener connection longitudinal direction and
Horizontal horizon bar, sets up first layer frame, wherein two adjacent upright bars and horizon bar form basic rectangle rack body unit;
(3)Be respectively mounted dislocation bracket in basic rectangle rack body unit center, along vertical bridge to direction across bridge by more
Dislocation upright bar is vertically mounted in dislocation bracket, and the dislocation horizon bar of vertical and horizontal is then connected by fastener, sets up first
Fault position frame, wherein adjacent two dislocation upright bars and the horizon bar that misplaces form basic dislocation rectangle rack body unit;
(4)After completion first layer is integrally set up, in vertical direction by step(3)、(4)Carry out upper strata successively to set up, directly
Subject to required full framing height;
(5)Bracket is installed on the top of upright bar, dislocation bracket is installed on the top of dislocation upright bar, in full framing top end face
Horizontal cross brace is set up, it links together rectangle rack body unit and dislocation rectangle rack body unit, forms full framing whole
Body support system.
The beneficial effects of the utility model are:Compared with prior art, it is as follows the advantages of the utility model:
1st, the bearing capacity of supporting structure system is enhanced, the safety coefficient of Full space support construction is improved, greatly increases
The security of support cast-in-place concrete solid structure construction.
2nd, the full framing connection that horizontal cross brace sets up two dislocation is integral, and dislocation set has been effectively ensured and has taken full hall
The rigidity and overall stability of stent.
3rd, carry out stent dislocation set using conventional component to take, avoid the branch framework seldom constructed customized construction site
Part, saves construction cost, shortens the construction period.
The utility model is simple in sturcture, ingenious in design, set up conveniently, can effectively strengthen cradle support system intensity, just
Degree and stability, solve the problems, such as using the higher engineering entity structure of Full space support construction.
Brief description of the drawings
Fig. 1 is the plan view of the utility model;
Fig. 2 is the A drawings in Fig. 1;
Fig. 3 is the 1-1 profiles of Fig. 1;
Fig. 4 is the B drawings in Fig. 3;
Fig. 5 is the 2-2 profiles of Fig. 1;
Fig. 6 is the C drawings in Fig. 5;
In figure:1st, bracket, 2, dislocation bracket, 3, upright bar, 4, dislocation upright bar, 5, horizon bar, 6, dislocation horizon bar, 7, vertical
Brace, 8, the vertical brace of dislocation, 9, jacking, 10, horizontal cross brace.
Embodiment
Below in conjunction with the accompanying drawings and utility model is described further in specific embodiment:
Referring to figs. 1 to shown in Fig. 6, a kind of full framing dislocation set of the utility model embodiment takes structure, full framing bag
More upright bars 3 parallel to each other and Duo Gen horizon bars 5 parallel to each other are included, every upright bar 3 is perpendicular with every horizon bar 5,
The place of intersecting of every upright bar 3 and every horizon bar 5 is equipped with fastener and makees connection fixation, wherein, adjacent two upright bars 3 and water
Flat bar 5 forms rectangle rack body unit, and vertical brace 7 is connected with by fastener in the diagonal angle of adjacent two upright bars 3.
In each rectangle rack body unit center being made of upright bar 3 and horizon bar 5, the upright bar 4 that has dislocation is set, it is adjacent
Dislocation upright bar 4 is connected by the horizon bar 6 that misplaces, and forms dislocation rectangle rack body unit, and misplace the diagonal of upright bar 4 at adjacent two
Place has dislocation vertical brace 8 by fastener connection, and the place of intersecting of every dislocation upright bar 4 and the every horizon bar 6 that misplaces is equipped with
Fastener is made connection and is fixed, and is provided with full framing top end face rectangle rack body unit and dislocation rectangle rack body unit being connected to one
The horizontal cross brace 10 for forming integrated support system is acted, wherein horizontal cross brace 10 is set by every 4-6 segment upright bar 3,
Junction is connected fixation by fastener with upright bar 3 and dislocation upright bar 4.
When setting up, make the horizon bar 5 from misplace horizon bar 6 position height it is different so that rectangle rack body unit and
Dislocation rectangle rack body unit forms staggered floor and sets up structure.
Every dislocation 4 bottom of upright bar is connected with dislocation bracket 2, and top is connected with the jacking 9 that misplaces, every 3 bottom of upright bar and
Bracket 1 connects, and top is connected with jacking 9, wherein dislocation bracket 2, dislocation jacking 9, bracket 1 and jacking 9 can using conventional
Mode-structure, to realize the adjusting to corresponding height position.
The fastener is for connecting upright pole 3, dislocation upright bar 4, horizon bar 5, dislocation horizon bar 6, vertical brace 7, mistake
Position vertical brace 8, the intermediate connector of horizontal cross brace 10, the fastener that the country often has is cylinder iron to make, remaining uses steel material
Material is made, these fasteners and rod piece are used as national standard approved product, its caliber, wall thickness, length and intensity is marked by country
Quasi- design, can directly purchase in the market.At the same time used by full framing fastener mainly include right-angle coupler, sleeve couple and
Rotary buckle, can meet the connection needs between various struts respectively.
The upright bar(3), dislocation upright bar 4, horizon bar 5, dislocation horizon bar 6, vertical brace 7, the vertical brace 8 of dislocation, water
Flat bridging 10 is all to use steel pipe.
The dislocation set that the full framing dislocation set takes structure takes method, comprises the following steps:
(1)Surveying and locating goes out the position of bracket 1 and installs bracket 1;
(2)More upright bars 3 are vertically mounted in bracket 1 to direction across bridge along vertical bridge, longitudinal direction is then connected by fastener
With horizontal horizon bar 5, first layer frame is set up, wherein two adjacent upright bars 3 and horizon bar 5 form basic rectangle frame body
Unit, vertical brace 7 is connected in the diagonal angle of adjacent two upright bars 3 by fastener;
(3)Be respectively mounted in basic rectangle rack body unit center dislocation bracket 2, along vertical bridge to direction across bridge by more
Dislocation upright bar 4 is vertically mounted in dislocation bracket 2, and the dislocation horizon bar 6 of vertical and horizontal is then connected by fastener, sets up the
One fault position frame, wherein adjacent two dislocation upright bars 4 and dislocation horizon bar 6 form basic dislocation rectangle rack body unit,
Pass through the vertical brace 8 of fastener connecting staggered in the diagonal angle of adjacent two dislocation upright bars 4;
(4)After completion first layer is integrally set up, carry out upper strata successively by step 3,4 in vertical direction and set up, until institute
Subject to the full framing height needed;
(5)Bracket 1 is installed on the top of upright bar 3, dislocation bracket 2 is installed on the top of dislocation upright bar 4, on full framing top
Horizontal cross brace 10 is set up in end face by every 4-6 segment upright bar 3, it connects rectangle rack body unit and dislocation rectangle rack body unit
It is connected together, full framing is formed integrated support system;
(6)Check the connection of each component and fastener, it is accurate, securely after.
Above content is to combine specific preferred embodiment further detailed description of the utility model, it is impossible to
Assert that the specific implementation of the utility model is confined to these explanations.For the ordinary skill of the utility model technical field
For personnel, without departing from the concept of the premise utility, some simple deduction or replace can also be made, should all be regarded
To belong to the scope of protection of the utility model.
Claims (9)
1. a kind of full framing dislocation set takes structure, full framing includes more upright bars parallel to each other(3)It is mutually equal with more
Capable horizon bar(5), every upright bar(3)With every horizon bar(5)It is perpendicular, every upright bar(3)With every horizon bar(5)'s
The place of intersecting is equipped with fastener and makees connection fixation, wherein, adjacent two upright bars(3)And horizon bar(5)Form rectangle frame body list
Member, it is characterised in that:Each by upright bar(3)And horizon bar(5)The rectangle rack body unit center of composition, which is set, to have dislocation
Upright bar(4), adjacent dislocation upright bar(4)Pass through the horizon bar that misplaces(6)Connection, and dislocation rectangle rack body unit is formed, every dislocation
Upright bar(4)With every dislocation horizon bar(6)The place of intersecting be equipped with fastener make connection fix, full framing top end face set
There is the horizontal cross brace that rectangle rack body unit is joined together to form to integrated support system with dislocation rectangle rack body unit(10).
2. full framing dislocation set according to claim 1 takes structure, it is characterised in that:The horizontal cross brace(10)Press
Every 4-6 segment upright bar(3)Set, pass through fastener and upright bar in junction(3)With dislocation upright bar(4)Connection is fixed.
3. full framing dislocation set according to claim 1 takes structure, it is characterised in that:The horizon bar(5)With dislocation
Horizon bar(6)Position height it is different, rectangle rack body unit forms staggered floor with dislocation rectangle rack body unit and sets up structure.
4. full framing dislocation set according to claim 1 takes structure, it is characterised in that:In adjacent two upright bars(3)'s
Diagonal angle is connected with vertical brace by fastener(7).
5. full framing dislocation set according to claim 1 takes structure, it is characterised in that:Misplace upright bar at adjacent two
(4)Diagonal angle have dislocation vertical brace by fastener connection(8).
6. full framing dislocation set according to claim 1 takes structure, it is characterised in that:Every dislocation upright bar(4)Bottom
With the bracket that misplaces(2)Connection, top and dislocation jacking(9)Connection.
7. full framing dislocation set according to claim 6 takes structure, it is characterised in that:The dislocation bracket(2)And mistake
Position jacking(9)Using adjustable structure.
8. full framing dislocation set according to claim 1 takes structure, it is characterised in that:Every upright bar(3)Bottom and support
Seat(1)Connection, top and jacking(9)Connection.
9. full framing dislocation set according to claim 8 takes structure, it is characterised in that:The bracket(1)And jacking(9)
Using adjustable structure.
Priority Applications (1)
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CN201721231993.9U CN207347936U (en) | 2017-09-25 | 2017-09-25 | A kind of full framing dislocation set takes structure |
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CN201721231993.9U CN207347936U (en) | 2017-09-25 | 2017-09-25 | A kind of full framing dislocation set takes structure |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107476200A (en) * | 2017-09-25 | 2017-12-15 | 中铁五局集团有限公司 | A kind of full framing dislocation set takes structure and method |
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2017
- 2017-09-25 CN CN201721231993.9U patent/CN207347936U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107476200A (en) * | 2017-09-25 | 2017-12-15 | 中铁五局集团有限公司 | A kind of full framing dislocation set takes structure and method |
CN107476200B (en) * | 2017-09-25 | 2023-03-14 | 中铁五局集团有限公司 | Full-hall support staggered overlapping structure and method |
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