A kind of strap bracing means of beam, rod structure
Technical field
The utility model belongs to the technical field of reinforcement in civil engineering, column, and in particular to Yi Zhongliang, rod structure are beaten
Band bracing means.
Background technique
Existing reinforced beam, column reinforcing method have increasing section method for strengthening, steel-encasing strengthening method and paste fine
Composite material etc. is tieed up, although the bearing capacity of component can be improved in these reinforcement means, but there is also some defects.For example, increasing
Strengthened section method can occupy larger space, not only increase member dead weight, and it is complicated to construct;Steel-encasing strengthening method and viscous
Patch fibrous composite method for strengthening need to often carry out site welding, daub etc., but the durability of structure glue is poor, viscose glue level and apply
Work technique also will have a direct impact on consolidation effect, and fibrous material price is also somewhat expensive, and steel plate preservative treatment is more difficult, fire resistance compared with
Difference.
Utility model content
The purpose of the utility model is to provide a kind of beam, the strap bracing means of rod structure, has and increase beam, column carrying
Power and the low feature of reinforcement cost.
The utility model the technical scheme adopted is that a kind of beam, rod structure strap bracing means, including beam and
The opposite sides face top of column, beam is respectively symmetrically connected with top connecting plate, and top connecting plate is parallel to the longitudinal direction of beam, the bottom of beam
Face both ends have been respectively and fixedly connected with bottom connecting plate, and the opposite sides face end of beam is connected with side gussets respectively, bottom connecting plate,
The longitudinal direction of side gussets and beam is orthogonal two-by-two, is provided with several be fixed on beam between the ipsilateral side gussets of beam
Side fixed plate, side fixed plate are parallel to side gussets, are provided between two bottom connecting plates being oppositely arranged several
The bottom fixed board being fixed on beam, bottom fixed board are parallel to bottom connecting plate, top connecting plate, side gussets, side
Several camber shape reinforcing bars, the side gussets of the ipsilateral one end of beam, side are provided on fixed plate, bottom connecting plate and bottom fixed board
Camber shape reinforcing bar on the side gussets of face fixed plate and the other end is longitudinally packaged band connection, beam bottom by end to end beam
Camber shape reinforcing bar on the bottom connecting plate of the bottom connecting plate of portion one end, bottom fixed board and the other end passes through end to end
Beam is longitudinally packaged band connection, and the head and the tail both ends of beam longitudinal direction strap are fixed by steel button, the top connecting plate of beam side and another
Camber shape reinforcing bar in the top connecting plate of side is laterally packaged band connection, the head and the tail of beam transverse direction strap by end to end beam
Both ends are fixed by steel button;The ipsilateral upper and lower ends portion of column is respectively symmetrically connected with column connecting plate, and column connecting plate is perpendicular to column
It is longitudinal, it is respectively corresponded on the opposite two of them side of column close to the position of perpendicular rib and is fixed with a column fixed plate, two columns are solid
Fixed board is arranged in diagonal line, and column fixed plate is parallel to the longitudinal direction of column, is respectively arranged with several columns in column connecting plate and column fixed plate
Arch reinforcing bar, the column arch reinforcing bar on the column connecting plate of the ipsilateral one end of column and another newel post's connecting plate are vertical by end to end column
To band connection is packaged, the head and the tail both ends of column longitudinal direction strap are fixed by steel button, close to perpendicular on the opposite two of them side of column
The position of rib is simultaneously laterally packaged band connection by column in the column arch reinforcing bar in two column fixed plates of diagonal line setting, and column is lateral
Strap head and the tail both ends are fixed by steel button.
The utility model is also characterized by:
The end of beam longitudinal direction strap is separately fixed on side gussets or bottom connecting plate by the fixed beading of beam, beam
The end of lateral strap is fixed in top connecting plate by the fixed beading of beam.
Column longitudinal direction strap end is fixed on column connecting plate by the fixed beading of column.
The fixed beading both ends of beam are in oblate cavernous structure, and the fixed beading of beam passes through flat round hole by bolt and is respectively and fixedly connected to push up
On portion's connecting plate, side gussets and bottom connecting plate.
The fixed beading both ends of column are in oblate cavernous structure, and the fixed beading of column passes through flat round hole by bolt and is fixed in column connection
On plate.
Side fixed plate and bottom fixed board are arranged along longitudinal spacing with 0.9m~1.2m of beam respectively.
Column fixed plate is arranged along longitudinal spacing with 0.9m~1.2m of column.
Mortar surface layer is set on beam longitudinal direction strap, beam transverse direction strap, column longitudinal direction strap and column transverse direction strap.
The beneficial effects of the utility model are: the device reinforcement cost is low, it is easy to construct, it is small to the disturbance of beam column construction;
Longitudinal strap improves the bearing capacity of beam column normal section, and lateral strap improves the bearing capacity of beam column oblique section;It is packaged
Band is not easily stripped with beam column construction, enhances consolidation effect.
Detailed description of the invention
Fig. 1 be a kind of beam of the utility model, rod structure strap bracing means reinforcement side structure schematic diagram;
Fig. 2 be a kind of beam of the utility model, rod structure strap bracing means reinforced column side structure schematic diagram;
Fig. 3 be a kind of beam of the utility model, rod structure strap bracing means reinforcement bottom substance schematic diagram.
In figure, 1. beams, 2. columns, 3. top connecting plates, 4. side gussets, 5. bottom connecting plates, 6. side fixed plates, 7.
Bottom fixed board, 8. beam longitudinal direction straps, 9. beam transverse direction straps, 10. column connecting plates, 11. column fixed plates, 12. columns are longitudinally beaten
Band, 13. column transverse direction straps, 14. camber shape reinforcing bars, 15. column arch reinforcing bars, the fixed beading of 16. beams, the fixed beading of 17. columns.
Specific embodiment
The utility model is described in detail with reference to the accompanying drawings and detailed description.
The strap bracing means of a kind of beam of the utility model, rod structure, structure is as shown in Figure 1-Figure 3, including beam 1,
Column 2, beam longitudinal direction strap 8, beam transverse direction strap 9, column longitudinal direction strap 12 and column transverse direction strap 13, beam are enclosed using three faces
Reinforcing mode, pillar enclose reinforcing mode using four sides, pass through bolt on the opposite sides face of beam 1 and be respectively symmetrically fixed with one
Top connecting plate 3, top connecting plate 3 are parallel to the longitudinal direction of beam 1, and two be oppositely arranged top connecting plate 3 can be along the longitudinal direction of beam 1
Be arranged it is several come meet actual needs, one bottom connecting plate 5 is respectively fixed with by bolt along the bottom surface both ends of beam 1, beam 1
Side end is respectively fixed with a side gussets 4, the longitudinal direction of bottom connecting plate 5, side gussets 4 and beam 1 by bolt
It is orthogonal two-by-two, side fixed plate 6 is consolidated by bolt between two ipsilateral side gussets 4 being oppositely arranged of beam 1
It being scheduled on beam 1 and is arranged along longitudinal spacing with 0.9m~1.2m of beam 1, side fixed plate 6 is parallel to side gussets 4,
Between two bottom connecting plates 5 being oppositely arranged by bolt by bottom fixed board 7 be fixed on beam 1 and along beam 1 it is longitudinal with
The spacing of 0.9m~1.2m is arranged, and bottom fixed board 7 is parallel to bottom connecting plate 5, top connecting plate 3, side gussets 4, side
Several camber shape reinforcing bars 14,14 spacing of camber shape reinforcing bar point are provided on face fixed plate 6, bottom connecting plate 5 and bottom fixed board 7
Spacing not with beam longitudinal direction strap 8 and beam transverse direction strap 9 matches, and beam longitudinal direction strap 8 sequentially passes through the ipsilateral one end of beam 1
Side gussets 4, side fixed plate 6 and the other end side gussets 4 on camber shape reinforcing bar 14, then turn back and sequentially pass through
Camber shape reinforcing bar 14 in side fixed plate 6, head and the tail both ends are fixed by steel button, and beam longitudinal direction strap 8 sequentially passes through 1 bottom of beam
Camber shape reinforcing bar 14 on the bottom connecting plate 5 of the bottom connecting plate 5 of portion one end, bottom fixed board 7 and the other end, then turn back according to
The secondary camber shape reinforcing bar 14 on bottom fixed board 7, head and the tail both ends are fixed by steel button, the end of beam longitudinal direction strap 8
It is separately fixed on side gussets 4 or bottom connecting plate 5 by the fixed beading 16 of beam, beam transverse direction strap 9 sequentially passes through beam 1
Camber shape reinforcing bar 14 in the top connecting plate 3 of side and the top connecting plate 3 of the other side, then the head and the tail both ends turned back pass through steel
Button is fixed, and the end of beam transverse direction strap 9 is fixed in top connecting plate 3 by the fixed beading 16 of beam, fixed 16 liang of the beading of beam
It is in oblate poroid for holding, and the fixed beading 16 of beam passes through flat round hole by bolt and is separately fixed at top connecting plate 3, side gussets 4
Or on bottom connecting plate 5.
The upper and lower ends portion of 2 four sides of column is respectively symmetrically fixed with column connecting plate 10 by bolt, and column connecting plate 10 hangs down
It is directly respectively corresponded in the position of perpendicular rib close on the longitudinal direction of column 2, the opposite two of them side of column 2 and is fixed with a column fixed plate
11, two column fixed plates 11 are arranged in diagonal line, and column fixed plate 11 is arranged along longitudinal spacing with 0.9m~1.2m of column 2, column
Fixed plate 11 is parallel to the longitudinal direction of column 2, and several column arch reinforcing bars 15, column are respectively arranged on column connecting plate 10 and column fixed plate 11
Spacing of 15 spacing of arch reinforcing bar respectively with column longitudinal direction strap 12 and column transverse direction strap 13 matches, column longitudinal direction strap 12
Sequentially pass through the column arch reinforcing bar 15 on the column connecting plate 10 and another newel post's connecting plate 10 of ipsilateral one end, then the head and the tail two to turn back
End is fixed by steel button, and the end of column longitudinal direction strap 12 is fixed on column connecting plate 10 by the fixed beading 17 of column, and column is lateral
Strap 13 sequentially passes through close to the position of perpendicular rib and solid in two columns of diagonal line setting on the opposite two of them side of column 2
Column arch reinforcing bar 15 on fixed board 11, the head and the tail both ends of column transverse direction strap 13 are fixed by steel button, fixed 17 both ends of beading of column
In oblate poroid, the fixed beading 17 of column is fixed on column connecting plate 10 by bolt across flat round hole, thus in beam 1 and column 2
Outer surface forms reinforcing layer.
Mortar surface layer finally is set outside the reinforcing layer of four sides of 1 two sides of beam, bottom and column 2 respectively.Beam is longitudinal
Strap 8, column longitudinal direction strap 12 improve the bearing capacity of the normal section of beam 1 and column 2, and beam transverse direction strap 9 and column are lateral
Strap 13 improves the bearing capacity of 2 oblique section of beam 1 and column.
The strap bracing means of a kind of beam of the utility model, rod structure, the advantage is that:
(1) beam longitudinal direction strap 8 and column longitudinal direction strap 12, which pass through to pull back and itself overlap, is improving beam 1 and column 2 just
The bearing capacity in section, beam transverse direction strap 9 and column transverse direction strap 13 improve beam 1 and column 2 by pulling back and itself overlapping
Oblique section bearing capacity, consolidation effect is with strong points, and it is easy for construction, reinforcement cost is low;
(2) band is respectively and fixedly connected on beam 1, and there are two side gussets 4, the bottom connecting plates 5, top connecting plate of bolt hole
3, side fixed plate 6 and bottom fixed board 7, band is respectively and fixedly connected on column 2, and there are two the column connecting plates 10 of bolt hole and column to fix
Plate 11 reduces the disturbance to beam column body construction, facilitates construction;
(3) beam longitudinal direction strap 8 passes through the camber shape reinforcing bar 14 on side gussets 4 and side fixed plate 6, and beam is longitudinally beaten
Band 8 passes through the camber shape reinforcing bar 14 on bottom connecting plate 5 and bottom fixed board 7, and beam transverse direction strap 9 is passed through and is oppositely arranged
Camber shape reinforcing bar 14 in two top connecting plates 3, had both secured beam longitudinal direction strap 8 and beam transverse direction strap 9 respectively, had also prevented
Beam longitudinal direction strap 8 and beam transverse direction strap 9 are stopped and 1 ontology of beam generate removing, has caused to destroy;
(4) column longitudinal direction strap 12 passes through the column arch reinforcing bar 15 on ipsilateral two be oppositely arranged the column connecting plate 10 of column 2,
Both column longitudinal direction strap 12 had been secured, column longitudinal direction strap 12 has been also prevented and 2 ontology of column generates removing, cause to destroy.