CN208472975U - A kind of across frame structure deflecting support node structure of steel bar girder plate - Google Patents
A kind of across frame structure deflecting support node structure of steel bar girder plate Download PDFInfo
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- CN208472975U CN208472975U CN201820853892.3U CN201820853892U CN208472975U CN 208472975 U CN208472975 U CN 208472975U CN 201820853892 U CN201820853892 U CN 201820853892U CN 208472975 U CN208472975 U CN 208472975U
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- steel bar
- plate
- bar girder
- frame structure
- supporting element
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Abstract
The utility model relates to concrete structure architecture construction fields, specifically, it is related to a kind of across frame structure deflecting support node structure of steel bar girder plate, it includes a kind of across frame structure deflecting support node structure of steel bar girder plate, including the frame structure being laterally arranged and positioned at the steel bar girder plate of frame structure two sides, the steel bar girder plate includes that the steel bar girder that is detachably connected of floor support plate, floor support plate side, the other side are equipped with the supporting element of prominent floor support plate；The steel bar girder plate includes the longitudinal reinforcement truss plate positioned at the transverse steel truss plate of frame structure side and positioned at the another side of frame structure；The side portion of longitudinal reinforcement truss plate is equipped with the second supporting element.The utility model uses small area on-site consolidation by detachable steel bar girder plate, handling and assembled all more convenient simple, steel bar girder plate at left and right sides of frame structure only the first supporting element need to be respectively set in its end and side portion and the second supporting element can be achieved with certain span without separately setting support.
Description
Technical field
The utility model relates to concrete structure architecture construction fields, specifically, being related to a kind of steel bar girder plate across frame
Frame structure deflecting support node structure.
Background technique
Horizontal structure form work engineering in China's building trade generallys use at present sets up bent-frame bracing, additionally arranges flitch and glue
Plywood or template.Its technological principle provides support by setting bent-frame bracing system for end template, meets construction stage bearing capacity
And deformation requirements.
Chinese Patent Application No.: 201310299508.1, patent name: self-bearing type bar frame gang form and its construction
Method discloses the bar frame of a kind of multiple rows of longitudinal reinforcement truss and multiple rows of transversely distributed steelbar composition, bar frame and can
Disassembly template is implemented in combination with few Construction of Supporting scheme of the template in concreting, scaffold when reducing horizontal structure construction
It uses.When above-mentioned self-bearing type bar frame gang form is constructed, needs to stretch out template 50-55mm steel bar girder and be overlapped on reinforcing bar
On beam frame, it is also necessary to Angle formwork be installed and positioning pin is supported positioning, and be fixedly connected with spiral shell along unit length direction
Bolt.Bar frame gang form installs node complexity, and bonding strength is low, and load-bearing capacity is weaker；It additionally needs and is separately provided quickly
It supports and stablizes diagonal brace to stablize integral mold plate, construction efficiency is low.
Summary of the invention
The content of the utility model is to provide a kind of across frame structure deflecting support node structure of steel steel bar girder plate, energy
It enough realizes that steel bar girder and reinforcing steel bar frame are set a roof beam in place the construction efficiency of higher bonding strength and more efficient, while reducing branch significantly
The use of support member.
Across the frame structure deflecting support node structure of steel bar girder plate according to the present utility model comprising: a kind of reinforcing bar
Across the frame structure deflecting support node structure of truss plate, the steel including the frame structure being laterally arranged and positioned at frame structure two sides
Muscle truss plate, the steel bar girder plate include the steel bar girder that is detachably connected of floor support plate, floor support plate side, the other side be equipped with it is prominent
The supporting element of floor support plate out；
The steel bar girder plate includes positioned at the transverse steel truss plate of frame structure side and positioned at the another side of frame structure
Longitudinal reinforcement truss plate；
The transverse steel truss plate end is equipped with the first supporting element, and the side portion of longitudinal reinforcement truss plate is equipped with second
Support member.
The method that the utility model uses small area on-site consolidation by detachable steel bar girder plate, so that steel bar girder plate
Handling and assembled all more convenient simple, pass through the steel bar girder plate of distributing reinforcement connection framework structure two sides, connect simple side
Easy operation, and make floor plates bonding strength with higher and bearing capacity after casting concrete solidification, frame knot
Only the first supporting element and the second supporting element need to be respectively set just in its end and side portion in steel bar girder plate at left and right sides of structure
Certain span is able to achieve without separately setting support.
Further, including the first distributing reinforcement, first distributing reinforcement hang down with the steel bar girder on longitudinal reinforcement truss plate
Directly, first distributing reinforcement and pass through frame structure interconnecting piece connect with transverse steel truss plate.Described in the utility model
One distributing reinforcement passes through frame structure and connect with the steel bar girder plate of the frame structure other side, in addition setting is simply without increasing work
When, and structural strength is considerably increased, it is connected firmly and makes full use of the mechanical property of the first distributing reinforcement.
Further, including the second distributing reinforcement, second distributing reinforcement hang down with the steel bar girder on transverse steel truss plate
Straight binding.First distributing reinforcement described in the utility model and the second distributing reinforcement interconnection, formation is netted, so that steel bar girder
Plate and frame structure connecting node and nearby have stronger bonding strength, stable structure.
Further, each steel bar girder includes wind up reinforcing bar, lower edge reinforcing bar and web member reinforcing bar；Described first point
Cloth muscle and the second distributing reinforcement bind or are welded to connect with the lower edge reinforcing bar of frame structure two sides respectively, the interconnecting piece with
The second distributing reinforcement overlap joint.First distributing reinforcement and the second distributing reinforcement described in the utility model are handed over to be connected with lower edge reinforcing bar respectively
Connect the load capacity increased at connecting node.
Further, including dowel, the dowel both ends are taken with the reinforcing bar that winds up described in frame structure two sides respectively
It connects.Dowel described in the utility model is connect with the steel bar girder of frame structure two sides respectively, is improved steel bar girder plate and is poured
The bonding strength of type floor plates and beam or wall is built up, while steel bar girder being made to make node structure more stable.
Further, length of the dowel both ends apart from frame structure is not less than 200mm.The utility model dowel and steel
The muscle truss lap of splice is not less than 200mm, and bonding strength with higher meets design requirement.
Further, it states and is equipped with framework template on the outside of frame structure, the framework template includes left side template and right side mould
Plate, the left side template and right side template are equipped with the end of transverse steel truss plate and longitudinal reinforcement truss plate side portion respectively
Gap is covered with plugging plate on the gap.The utility model left and right side template is equipped with floor support plate side portion and end respectively
Gap, side template and floor support plate splice and remove simple to operation, gap is covered mortar leakage prevention phenomenon by plugging plate and is occurred,
Floor face good integrity, anti-knock shock resistance be good, good waterproof performance, and floor face is relatively more flat can directly to carry out powdering handling.
Further, the framework template includes end template, and the end template is supported by support frame, first support
Part, the second supporting element are arranged on support frame as described above.Support frame described in the utility model is simultaneously to end template and first described
Support member, the second supporting element are played a supporting role, and can be good at the use for reducing support frame, and make the first supporting element, the
Two supporting elements support floor support plate more stable.
Further, third supporting element, the third are equipped at first supporting element 100mm~1000mm described in horizontal distance
Supports support transverse steel truss plate.The setting of the utility model third supporting element is so that steel bar girder plate is not necessarily to midfoot support
Span it is bigger, reduce building and using for bracket.
Further, steel bar girder board width 100mm~1000mmmm described in every unit, every unit steel bar girder plate include
There is 1 to 5 placing of reinforcement truss, floor face is by several assembled structural supports of unit steel bar girder plate.The utility model reinforcing bar purlin
The setting of frame plate width is capable of providing so that two staff can erect steel bar girder plate and carry out assembly in assembling construction
Assembled speed.
Detailed description of the invention
The schematic perspective view of Fig. 1 detachable reinforcing steel truss plate；
Fig. 2 is present invention looks up structural representation when steel bar girder plate splices；
Fig. 3 embodiment steel bar girder plate and frame beam structure connecting node schematic diagram；
Fig. 4 embodiment side portion and side template splice enlarged structure schematic diagram；
Fig. 5 embodiment side steel bar girder plate end and template splicing enlarged structure schematic diagram；
Fig. 6 is the first of embodiment transverse steel truss plate end, third supporting piece structure schematic diagram.
In figure: 1- steel bar girder, 11- lower edge reinforcing bar, 12- are held in wind up reinforcing bar, 13- web member reinforcing bar, 16- dowel, the building 2-
Plate, 20- steel bar girder plate, 21- transverse steel truss plate, 22- longitudinal reinforcement truss plate, 201- side portion, 202- plugging plate, 3-
Supporting element, 4- connector, 41- card slot, 5- frame structure, 51- lead to muscle, 6- support frame, 61- support rod, 7- framework template, 71-
Template, the left side 73- template, the first supporting element of 81-, the second supporting element of 82-, 83- third supporting element, 91- on the right side of end template, 72-
First distributing reinforcement, 911- interconnecting piece, the second distributing reinforcement of 92-, 10- supporting rib.
Specific embodiment
The embodiments of the present invention are described below in detail, examples of the embodiments are shown in the accompanying drawings, from beginning extremely
Same or similar label indicates same or similar element or element with the same or similar functions eventually.Below with reference to
It is illustrative when the embodiment of attached drawing description, it is only used for explaining the utility model, and the limit to the utility model cannot be construed to
System.
With reference to the accompanying drawings of the specification and specific embodiment, invention is described in detail.
A kind of detachable steel bar girder plate as shown in Figure 1 comprising steel bar girder 1, connector 4, floor support plate 2 and support
Part 3.The steel bar girder 1 includes one winding up reinforcing bar 11 and two lower edge reinforcing bars 12, and two lower edge reinforcing bars 12 are divided by web member reinforcing bar 13
It is not welded to connect with the reinforcing bar 11 that winds up.The two lower edges reinforcing bar 12 is opposite to be connected with connector 4.The connector 4 includes side
The card slot 41 of the Feed-through 4 of opening, 4 lower end of connector are equipped with threaded hole.Connector 4 it is pairs of be connected to two lower edge reinforcing bars
On 12, each pair of connector 4 longitudinal arrangement on steel bar girder 1.The length of the plate of detachable reinforcing steel truss shown in Fig. 1 20 can root
According to requiring to design, generally 1~3m, width is two Pin steel bar girders 2, and steel bar girder 2 may be in some embodiments
One Pin, three Pin or more Pin, Fig. 1 are the connection relationship for briefly explaining steel bar girder and floor support plate.
As shown in Fig. 2, the floor support plate 2 is connected with supporting element 3 far from 1 side of steel bar girder, between 3 transverse direction of supporting element
Every being distributed on 2 length direction of floor support plate, the supporting element 3 alternately stretches out 2 left and right sides of floor support plate.One supporting element 3 is right
The right of floor support plate 2,2 left side of left indent floor support plate are stretched out in end, adjacent supporting piece 3 then on the contrary, 2 the right of right indent floor support plate,
2 left side of floor support plate is stretched out in left end.The floor support plate 2 is equipped with connecting hole, and the supporting element 3 is equipped with fixation hole, and bolt front end is successively
It is connect by the fixation hole 31, the connecting hole with the threaded hole of connector 4, so that supporting element 3 and floor support plate 2 and reinforcing bar purlin
Frame 1 connects.Preferably, each steel bar girder board width is set as 100mm~1000mmmm, is equipped with 1 to 5 placing of reinforcement
Truss.The floor face has several unit steel bar girder plates 20 assembled, when according to splicing, the reinforcing bar purlin finally spliced on side
The width of frame plate 20 can be the steel being made of a Pin or more Pin steel bar girders 2 according to the assembled width design of real surplus
Muscle truss plate 20.
As shown in figure 3, the longitudinal reinforcement truss plate 22 for being located at 5 left side of frame structure is longitudinally disposed, it is located at institute
State the laterally setting of transverse steel truss plate 21 on 5 right side of frame structure.It is described left and right to look for figure front shown in Fig. 3
The left and right both sides of frame structure 5, the transverse direction are parallel paper width direction, and the longitudinal direction is vertical paper direction.Longitudinal reinforcement
The steel bar girder 1 being arranged on truss plate 22 is parallel to each other with longitudinally disposed frame structure 5, is arranged on transverse steel truss plate 21
Steel bar girder 1 it is vertical with 5 length extending direction of frame structure.Therefore, the first distribution bound on longitudinal reinforcement truss plate 22
Muscle 9, the part that first distributing reinforcement 9 passes through frame structure 5 is interconnecting piece 911, the interconnecting piece 911 and transverse steel truss
It binds or is welded to connect on steel bar girder 1 on plate 21, be banded on transverse steel truss plate 21 and reinforcing bar purlin thereon
The second vertical distributing reinforcement 92 of frame 1.The interconnecting piece 911 forms the welded connecting of square crossing with the second sub-unit 92 or ties up
It pricks.The binding of steel bar girder 1 or welding of first distributing reinforcement 91 and the second distributing reinforcement 92 and corresponding side, general first distribution
Muscle 91 and the second distributing reinforcement 92 bind or are welded on respectively described wind up between reinforcing bar 11 and lower edge reinforcing bar 12.Described first point
Cloth muscle 91 and 92 length direction of the second distributing reinforcement run through the same steel bar girder plate 20 for pouring floor plates region.
In order to reinforce pouring the bonding strength of rear floor plates and beam or wall, dowel 16, the dowel 16 1 are set
The bound on the steel bar girder 1 of the overlap joint of reinforcing bar 11 that winds up at end and the steel bar girder 1 of genesis analysis, the other end and cross direction profiles
Two distributing reinforcements 92 overlap joint, 16 both ends of dowel are bent downward.Distance of the 16 liang of bond ends of the dowel apart from frame structure 5
Greater than 200mm.The dowel 16 is located at logical 51 upside of muscle.
As in Figure 3-5, the frame structure 5 includes frame beam structure and frame wall construction, is taken on the outside of frame structure 5
Have framework template 7.The framework template 7 includes set on the right side template 72 on 5 right side of frame structure and set on frame structure
The left side template 73 in 5 left sides.The left side template 73 and the side portion 201 of the floor support plate 2 on longitudinal reinforcement truss plate 22 offset,
Right side template 72 and 2 end of floor support plate of transverse steel truss plate 21 offset.The side portion 201 can be located at the left side
The upper end of side template 73 and its inside parallel.Certainly, the side portion 201 can also be located at 73 outside of template on the left of side,
The upper surface of the floor support plate 2 is parallel with 73 upper end of left side template.Side portion 201 is same as 73 positional relationship of left side template
Conflict relationship suitable for transverse steel truss plate 21 end and right side template 72.Shown in Fig. 4, Fig. 5, the left or right side mould
Plate and floor support plate 2 offset so that the small spillage phenomenon in gap is reduced when casting concrete, floor plates good integrity, certainly since building is held
The design accuracy of plate and the installation error of left or right side template, there may be not when floor plates and left or right side template offset
Contact and gap, are covered with plugging plate 202, plugging plate 202 is fixed by screws in the steel bar girder plate on the gap
20.When frame structure 5 is the Vierendeel girder of the present embodiment, the side template 7 further includes bottom template 71, the framework template 7
It is supported by the formwork-support 6 that its scaffold or other supporting elements are built.Support frame as described above 6 is equipped with support transverse steel
First supporting element 81 of 21 end of truss plate and 201 second supporting element 82 of side portion of support longitudinal reinforcement truss plate 22.It is described
First supporting element 81 and the second supporting element 82 and the part that floor support plate 2 contradicts are the lumps of wood, the floor support plate 2 by screw with it is described
The lumps of wood connection of first supporting element 81,82 upper end of the second supporting element.
As shown in fig. 6, in some embodiments, at 81 supporting element 100mm~1000mm of first end described in horizontal distance
Equipped with third supporting element 83, the third supporting element 83 is supported by support rod 61,61 horizontal direction of support rod and support
Frame 6 connects, so that support rod 61 just has higher stability.The further spacer bar truss plate 2 of the third supporting element 83, mentions
The intermediate unsupported span in position of high transverse steel truss plate 21.
Schematically the utility model and embodiments thereof are described above, description is not limiting, attached drawing
Shown in also be the utility model method one of embodiment, be actually not limited thereto.So if this field
Those of ordinary skill is enlightened by it, without deviating from the purpose of the present invention, without creatively design with
The similar mode of the technical solution and embodiment, all should belong to the protection range of the utility model.
Claims (10)
1. a kind of across frame structure deflecting support node structure of steel bar girder plate, including the frame structure (5) being laterally arranged and position
Steel bar girder plate (20) in frame structure (5) two sides, which is characterized in that the steel bar girder plate (20) include floor support plate (2),
The supporting element (3) of steel bar girder (1), the other side equipped with prominent floor support plate that floor support plate (2) side is detachably connected；
The steel bar girder plate (20) includes positioned at the transverse steel truss plate (21) of frame structure (5) side and positioned at frame knot
The longitudinal reinforcement truss plate (22) of the another side of structure (5)；
The transverse steel truss plate (21) end is equipped with the first supporting element (81), the side portion of longitudinal reinforcement truss plate (22)
(201) the second supporting element (82) are equipped with.
2. across the frame structure deflecting support node structure of steel bar girder plate according to claim 1, which is characterized in that including
One distributing reinforcement (91), first distributing reinforcement (91) is vertical with steel bar girder (1) on longitudinal reinforcement truss plate (22), and described
One distributing reinforcement (91) and pass through frame structure (5) interconnecting piece (911) connect with transverse steel truss plate (21).
3. across the frame structure deflecting support node structure of steel bar girder plate according to claim 2, which is characterized in that including
Two distributing reinforcements (92), second distributing reinforcement (92) binding vertical with steel bar girder (1) on transverse steel truss plate (21).
4. across the frame structure deflecting support node structure of steel bar girder plate according to claim 3, which is characterized in that described every
One steel bar girder (1) includes wind up reinforcing bar (11), lower edge reinforcing bar (12) and web member reinforcing bar (13)；
First distributing reinforcement (91) and the second distributing reinforcement (92) the lower edge reinforcing bar (12) with frame structure (5) two sides respectively
Binding is welded to connect, and the interconnecting piece (911) and second distributing reinforcement (92) overlap.
5. across the frame structure deflecting support node structure of steel bar girder plate according to claim 4, which is characterized in that including even
It connects muscle (16), dowel (16) both ends are overlapped with described wind up reinforcing bar (11) of frame structure (5) two sides respectively.
6. across the frame structure deflecting support node structure of steel bar girder plate according to claim 5, which is characterized in that dowel
(16) length of the both ends apart from frame structure (5) is not less than 200mm.
7. across the frame structure deflecting support node structure of steel bar girder plate according to claim 1, which is characterized in that state frame
Framework template is equipped on the outside of frame structure (5), the framework template includes left side template (72) and right side template (73), the left side
Template (72) and right side template (73) respectively with the end of transverse steel truss plate (21) and longitudinal reinforcement truss plate (22) side
Portion (201) is equipped with gap, is covered with plugging plate (202) on the gap.
8. across the frame structure deflecting support node structure of steel bar girder plate according to claim 7, which is characterized in that described
Framework template includes end template (71), and the end template (71) is supported by support frame (6), first supporting element (81), second
Supporting element (82) is arranged on support frame as described above (6).
9. across the frame structure deflecting support node structure of steel bar girder plate according to claim 7, which is characterized in that horizontal
Third supporting element (83) are equipped at the first supporting element (81) 100mm ~ 1000mm, third supporting element (83) support
Transverse steel truss plate (21).
10. across the frame structure deflecting support node structure of steel bar girder plate according to claim 1, which is characterized in that every
Steel bar girder plate (20) width 100mm ~ 1000mmmm described in unit, every unit steel bar girder plate (20) includes 1 to 5 placing of reinforcement
Truss (1), floor face is by several assembled structural supports of unit steel bar girder plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820853892.3U CN208472975U (en) | 2018-06-04 | 2018-06-04 | A kind of across frame structure deflecting support node structure of steel bar girder plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820853892.3U CN208472975U (en) | 2018-06-04 | 2018-06-04 | A kind of across frame structure deflecting support node structure of steel bar girder plate |
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| Publication Number | Publication Date |
|---|---|
| CN208472975U true CN208472975U (en) | 2019-02-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820853892.3U Expired - Fee Related CN208472975U (en) | 2018-06-04 | 2018-06-04 | A kind of across frame structure deflecting support node structure of steel bar girder plate |
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| CN (1) | CN208472975U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019149009A1 (en) * | 2017-11-29 | 2019-08-08 | 浙江中益建材科技有限公司 | Assembled-type reinforcing bar truss floor deck |
-
2018
- 2018-06-04 CN CN201820853892.3U patent/CN208472975U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019149009A1 (en) * | 2017-11-29 | 2019-08-08 | 浙江中益建材科技有限公司 | Assembled-type reinforcing bar truss floor deck |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20190205 |