CN107476200A - A kind of full framing dislocation set takes structure and method - Google Patents
A kind of full framing dislocation set takes structure and method Download PDFInfo
- Publication number
- CN107476200A CN107476200A CN201710873995.6A CN201710873995A CN107476200A CN 107476200 A CN107476200 A CN 107476200A CN 201710873995 A CN201710873995 A CN 201710873995A CN 107476200 A CN107476200 A CN 107476200A
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- Prior art keywords
- dislocation
- vertical rod
- horizon bar
- body unit
- vertical
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
Abstract
The invention discloses a kind of full framing dislocation set to take structure and method, full framing includes more vertical rods parallel to each other and Duo Gen horizon bar parallel to each other, every vertical rod is perpendicular with every horizon bar, the place of intersecting of every vertical rod and every horizon bar is equipped with fastener and is connected, wherein, two adjacent vertical rods and horizon bar form rectangle rack body unit, in each rectangle rack body unit center being made up of vertical rod and horizon bar, the vertical rod that has dislocation is set, adjacent dislocation vertical rod is connected by the horizon bar that misplaces, and form dislocation rectangle rack body unit, the place of intersecting of every dislocation vertical rod and every dislocation horizon bar is equipped with fastener and is connected, 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 present invention 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
The present invention relates to a kind of full framing dislocation set to take structure and method, belongs 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 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 support body collapse accident of strutting system.
Application No. CN201220341165.1 patent discloses a kind of high stability fastener type full framing, and it is used
Be on the basis of shearing strut is set in the plane that vertical rod is formed with horizon bar, further to set up the more facades in space diagonal
Hound, to increase the support of full framing from multiple directions, 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 set up, 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 support body collapse accident of strutting system.
The content of the invention
The technical problem to be solved in the present invention is：A kind of full framing dislocation set is provided and takes structure and method, to strengthen branch
Intensity, rigidity and the stability of frame support system, solve the problems, such as using the higher engineering entity structure of Full space support construction.
The technical scheme is that：A kind of full framing dislocation set takes structure, and full framing is parallel to each other including more
Vertical rod and Duo Gen horizon bars parallel to each other, every vertical rod is perpendicular with every horizon bar, every vertical rod and every level
The place of intersecting of bar is equipped with fastener and is connected, wherein, adjacent two vertical rods and horizon bar form rectangle rack body unit,
The vertical rod that has dislocation is set in each rectangle rack body unit center being made up of vertical rod and horizon bar, and adjacent dislocation vertical rod passes through
Misplace horizon bar connection, and forms dislocation rectangle rack body unit, every dislocation vertical rod and the place that intersects of every dislocation horizon bar
It is equipped with fastener to be connected, is provided with full framing top end face and connects rectangle rack body unit and dislocation rectangle rack body unit
It is connected together to form the horizontal cross brace of integrated support system.
The horizontal cross brace is pressed to be set every 4-6 section vertical rod, vertical by fastener and vertical rod and dislocation in junction
Bar is connected.
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 vertical rods, 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 vertical rods, dislocation square can be effectively increased
The reliability and stability of shape support body unit.
Every dislocation vertical rod bottom is connected with dislocation bracket, and top is connected with dislocation jacking.
The dislocation bracket and dislocation jacking use adjustable structure.
Every vertical rod bottom is connected with bracket, and top is connected with jacking.
The bracket and jacking use adjustable structure.
The present invention 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 vertical rods are vertically mounted in bracket to direction across bridge along vertical bridge, vertical and horizontal are then connected by fastener
Horizon bar, first layer framework is set up, wherein two adjacent vertical rods and horizon bar form basic rectangle rack body unit；
（3）Dislocation bracket is respectively mounted in basic rectangle rack body unit center, more misplace along vertical bridge to direction across bridge
Vertical rod is vertically mounted in dislocation bracket, and the dislocation horizon bar of vertical and horizontal is then connected by fastener, sets up the first fault
Position framework, wherein adjacent two dislocation vertical rods 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, until institute
The full framing needed is highly defined；
（5）Bracket is installed on the top of vertical rod, in the top installation dislocation bracket of dislocation vertical rod, set up in full framing top end face
Horizontal cross brace, it links together rectangle rack body unit and dislocation rectangle rack body unit, full framing is formed overall branch
Support body system.
The beneficial effects of the invention are as follows：Compared with prior art, advantages of the present invention is as follows：
1st, the bearing capacity of supporting structure system is enhanced, improves the safety coefficient of Full space support construction, considerably increases branch
The security of frame cast-in-place concrete entity 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 resistance to overturning of support.
3rd, carry out support dislocation set using the component of routine to take, avoid the branch framework seldom constructed customized job site
Part, construction cost is saved, shorten the duration.
The present invention is simple in construction, ingenious in design, sets up conveniently, can effectively strengthen the intensity of cradle support system, rigidity 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 present invention；
Fig. 2 is the A drawings in Fig. 1；
Fig. 3 is Fig. 1 1-1 profiles；
Fig. 4 is the B drawings in Fig. 3；
Fig. 5 is Fig. 1 2-2 profiles；
Fig. 6 is the C drawings in Fig. 5；
In figure：1st, bracket, 2, dislocation bracket, 3, vertical rod, 4, dislocation vertical rod, 5, horizon bar, 6, dislocation horizon bar, 7, it is vertical tiltedly
Bar, 8, the vertical brace of dislocation, 9, jacking, 10, horizontal cross brace.
Embodiment
Below in conjunction with the accompanying drawings and invention is described further specific embodiment：
Referring to figs. 1 to shown in Fig. 6, a kind of full framing dislocation set of the embodiment of the present invention takes structure, and full framing includes more mutually
Parallel vertical rod 3 and Duo Gen horizon bars 5 parallel to each other, every vertical rod 3 is perpendicular with every horizon bar 5, every vertical rod 3
Fastener is equipped with the place of intersecting of every horizon bar 5 to be connected, wherein, adjacent two vertical rods 3 and horizon bar 5 are formed
Rectangle rack body unit, vertical brace 7 is connected with by fastener in the diagonal angle of adjacent two vertical rods 3.
In each rectangle rack body unit center being made up of vertical rod 3 and horizon bar 5, the vertical rod 4 that has dislocation is set, it is adjacent
Dislocation vertical rod 4 is connected by the horizon bar 6 that misplaces, and forms dislocation rectangle rack body unit, and misplace the diagonal of vertical rod 4 at adjacent two
Place has dislocation vertical brace 8 by fastener connection, and the place of intersecting of every dislocation vertical rod 4 and the every horizon bar 6 that misplaces is equipped with
Fastener is connected, 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 section vertical rod 3,
Junction is connected by fastener and vertical rod 3 and dislocation vertical rod 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.
The every dislocation bottom of vertical rod 4 is connected with dislocation bracket 2, and top is connected with the jacking 9 that misplaces, every bottom of vertical rod 3 and
Bracket 1 is connected, 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 regulation to corresponding height position.
Described fastener is for connecting upright pole 3, dislocation vertical rod 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, and remaining uses steel material
Material is made, and these fasteners and rod member are used as national standard approved product, and its caliber, wall thickness, length and intensity is marked by country
Quasi- design, can directly be purchased in the market.Simultaneously used by full framing fastener mainly include right-angle coupler, sleeve couple and
Rotary buckle, the connection needs between various struts can be met respectively.
The vertical rod（3）, dislocation vertical rod 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 vertical rods 3 are vertically mounted in bracket 1 to direction across bridge along vertical bridge, longitudinal direction and horizontal stroke are then connected by fastener
To horizon bar 5, first layer framework is set up, wherein two adjacent vertical rods 3 and horizon bar 5 form basic rectangle support body list
Member, vertical brace 7 is connected by fastener in the diagonal angle of adjacent two vertical rods 3；
（3）Dislocation bracket 2 is respectively mounted in basic rectangle rack body unit center, more misplace along vertical bridge to direction across bridge
Vertical rod 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 first layer
Misplace framework, wherein adjacent two dislocation vertical rods 4 and dislocation horizon bar 6 form basic dislocation rectangle rack body unit, in phase
The diagonal angle of adjacent two dislocation vertical rod 4 passes through the vertical brace 8 of fastener connecting staggered；
（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 required
Full framing is highly defined；
（5）Bracket 1 is installed on the top of vertical rod 3, dislocation bracket 2 is installed on the top of dislocation vertical rod 4, in full framing top end face
Horizontal cross brace 10 is set up by every 4-6 section vertical rod 3, rectangle rack body unit and dislocation rectangle rack body unit are connected to by it
Together, full framing is made to form 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 description made for the present invention, it is impossible to is assert
The specific implementation of the present invention is confined to these explanations.For general technical staff of the technical field of the invention,
On the premise of not departing from present inventive concept, some simple deduction or replace can also be made, should all be considered as belonging to the present invention's
Protection domain.
Claims (10)
1. a kind of full framing dislocation set takes structure, full framing includes more vertical rods parallel to each other（3）It is mutually equal with more
Capable horizon bar（5）, every vertical rod（3）With every horizon bar（5）It is perpendicular, every vertical rod（3）With every horizon bar（5）'s
The place of intersecting is equipped with fastener and is connected, wherein, adjacent two vertical rods（3）And horizon bar（5）Form rectangle support body list
Member, it is characterised in that：Each by vertical rod（3）And horizon bar（5）The rectangle rack body unit center of composition, which is set, to have dislocation
Vertical rod（4）, adjacent dislocation vertical rod（4）Pass through the horizon bar that misplaces（6）Connection, and dislocation rectangle rack body unit is formed, every dislocation
Vertical rod（4）With every dislocation horizon bar（6）The place of intersecting be equipped with fastener and be connected, set in full framing top end face
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 section vertical rod（3）Set, pass through fastener and vertical rod in junction（3）With dislocation vertical rod（4）It is connected.
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 vertical rods（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 vertical rod 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 vertical rod（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 vertical rod（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.
10. a kind of dislocation set that structure is taken using the full framing dislocation set as described in claim 1 to 9 is any takes method, it is special
Sign is：Comprise the following steps：
（1）Surveying and locating goes out bracket（1）Position and bracket is installed（1）；
（2）Along vertical bridge to direction across bridge by more vertical rods（3）It is vertically mounted on bracket（1）It is interior, longitudinal direction is then connected by fastener
With the horizon bar of transverse direction（5）, first layer framework is set up, wherein two adjacent vertical rods（3）And horizon bar（5）Form basic square
Shape support body unit；
（3）Dislocation bracket is respectively mounted in basic rectangle rack body unit center（2）, along vertical bridge to direction across bridge by more mistakes
Position vertical rod（4）It is vertically mounted on dislocation bracket（2）It is interior, the dislocation horizon bar of vertical and horizontal is then connected by fastener（6）, take
The framework if first layer misplaces, wherein two adjacent dislocation vertical rods（4）With dislocation horizon bar（6）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, until institute
The full framing needed is highly defined；
（5）In vertical rod（3）Top installation bracket（1）, in dislocation vertical rod（4）Top installation dislocation bracket（2）, in Man Tangzhi
Frame top end face sets up horizontal cross brace（10）, it links together rectangle rack body unit and dislocation rectangle rack body unit, makes full
Hall support forms integrated support system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710873995.6A CN107476200B (en) | 2017-09-25 | 2017-09-25 | Full-hall support staggered overlapping structure and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710873995.6A CN107476200B (en) | 2017-09-25 | 2017-09-25 | Full-hall support staggered overlapping structure and method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107476200A true CN107476200A (en) | 2017-12-15 |
| CN107476200B CN107476200B (en) | 2023-03-14 |
Family
ID=60585918
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710873995.6A Active CN107476200B (en) | 2017-09-25 | 2017-09-25 | Full-hall support staggered overlapping structure and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107476200B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110778108A (en) * | 2019-10-30 | 2020-02-11 | 中国建筑第八工程局有限公司 | Construction method of complex space multi-curved surface double-layer oblique crossing concrete grid structure |
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| CN107476200B (en) | 2023-03-14 |
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