CN208502311U - A kind of strap bracing means of beam, rod structure - Google Patents

A kind of strap bracing means of beam, rod structure Download PDF

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Publication number
CN208502311U
CN208502311U CN201821011476.5U CN201821011476U CN208502311U CN 208502311 U CN208502311 U CN 208502311U CN 201821011476 U CN201821011476 U CN 201821011476U CN 208502311 U CN208502311 U CN 208502311U
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column
connecting plate
fixed
fixing
plate
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王赟
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Shaanxi University of Technology
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Shaanxi University of Technology
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Abstract

本实用新型公开了一种梁、柱结构的打包带加固装置,包括梁和柱,梁的相对侧面端部固接有通过梁纵向打包带连接的侧面连接板,梁的底部两端固接有通过梁纵向打包带连接的底部连接板,侧面连接板、底部连接板和梁的纵向两两相互垂直,梁的相对侧面固接有通过梁横向打包带连接的顶部连接板,顶部连接板与梁的纵向平行,柱的四个侧面的上下两端分别对称固接有通过柱纵向打包带连接的柱连接板,柱连接板垂直于柱的纵向,柱的相对的其中两个侧面上靠近竖棱的位置分别对应固定有一个柱固定板,柱固定板平行于柱的纵向且通过柱横向打包带连接。该装置加固成本低,易于施工,增强了梁、柱的承载力。

The utility model discloses a strapping reinforcement device of beam and column structure, comprising beams and columns, opposite side ends of the beams are fixedly connected with side connecting plates connected by longitudinal packing straps of the beams, and both ends of the bottom of the beams are fixedly connected with through beams The bottom connecting plate connected by the longitudinal packing belt, the longitudinal direction of the side connecting plate, the bottom connecting plate and the beam are perpendicular to each other, and the opposite sides of the beam are fixed with the top connecting plate connected by the horizontal packing belt of the beam. Parallel, the upper and lower ends of the four sides of the column are symmetrically fixed with a column connecting plate connected by a longitudinal packing belt of the column, the column connecting plate is perpendicular to the longitudinal direction of the column, and two opposite sides of the column are close to the vertical edge. A column fixing plate is respectively fixed correspondingly, and the column fixing plate is parallel to the longitudinal direction of the column and connected by a column transverse packing belt. The device has low reinforcement cost, is easy to construct, and enhances the bearing capacity of beams and columns.

Description

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.

Claims (8)

1.一种梁、柱结构的打包带加固装置,其特征在于,包括梁(1)和柱(2),所述梁(1)的相对两侧面顶部分别对称固接有顶部连接板(3),所述顶部连接板(3)平行于梁(1)的纵向,所述梁(1)的底面两端分别固接有底部连接板(5),所述梁(1)的相对两侧面端部分别固接有侧面连接板(4),所述底部连接板(5)、侧面连接板(4)和梁(1)的纵向两两互相垂直,梁(1)同侧的所述侧面连接板(4)之间设置有数个固接在梁(1)上的侧面固定板(6),所述侧面固定板(6)平行于侧面连接板(4),两个相对设置的所述底部连接板(5)之间设置有数个固接在梁(1)上的底部固定板(7),所述底部固定板(7)平行于底部连接板(5),所述顶部连接板(3)、侧面连接板(4)、侧面固定板(6)、底部连接板(5)和底部固定板(7)上设置有数个梁拱形钢筋(14),梁(1)同侧一端的所述侧面连接板(4)、侧面固定板(6)和另一端的侧面连接板(4)上的梁拱形钢筋(14)通过首尾相连的梁纵向打包带(8)连接,梁(1)底部一端的所述底部连接板(5)、底部固定板(7)和另一端的底部连接板(5)上的梁拱形钢筋(14)通过首尾相连的梁纵向打包带(8)连接,梁纵向打包带(8)的首尾两端通过钢扣固定,梁(1)一侧的所述顶部连接板(3)和另一侧的顶部连接板(3)上的梁拱形钢筋(14)通过首尾相连的梁横向打包带(9)连接,所述梁横向打包带(9)的首尾两端通过钢扣固定;所述柱(2)的同侧上下两端部分别对称固接有柱连接板(10),所述柱连接板(10)垂直于柱(2)的纵向,所述柱(2)相对的其中两个侧面上靠近竖棱的位置分别对应固定有一个柱固定板(11),两个所述柱固定板(11)呈对角线设置,所述柱固定板(11)平行于柱(2)的纵向,所述柱连接板(10)和柱固定板(11)上分别设置有数个柱拱形钢筋(15),柱(2)同侧一端的所述柱连接板(10)和另一端柱连接板(10)上的柱拱形钢筋(15)通过首尾相连的柱纵向打包带(12)连接,所述柱纵向打包带(12)的首尾两端通过钢扣固定,柱(2)相对的其中两个侧面上靠近竖棱的位置并呈对角线设置的两个柱固定板(11)上的柱拱形钢筋(15)通过柱横向打包带(13)连接,所述柱横向打包带(13)首尾两端通过钢扣固定。1. A strapping reinforcement device for a beam and a column structure, characterized in that it comprises a beam (1) and a column (2), and the tops of the opposite sides of the beam (1) are symmetrically fixed with a top connecting plate (3) respectively. ), the top connecting plate (3) is parallel to the longitudinal direction of the beam (1), the bottom ends of the beam (1) are respectively fixed with a bottom connecting plate (5), the opposite sides of the beam (1) The ends are respectively fixed with side connecting plates (4), the bottom connecting plates (5), the side connecting plates (4) and the longitudinal direction of the beam (1) are perpendicular to each other, and the side surfaces on the same side of the beam (1) are perpendicular to each other. Several side fixing plates (6) fixed on the beam (1) are arranged between the connecting plates (4), the side fixing plates (6) are parallel to the side connecting plates (4), and the two oppositely arranged side fixing plates (6) A plurality of bottom fixing plates (7) fixed on the beam (1) are arranged between the bottom connecting plates (5), the bottom fixing plates (7) are parallel to the bottom connecting plate (5), and the top connecting plates ( 3) Several beam arch steel bars (14) are arranged on the side connecting plate (4), the side fixing plate (6), the bottom connecting plate (5) and the bottom fixing plate (7). The beam arched reinforcement bars (14) on the side connecting plate (4), the side fixing plate (6) and the side connecting plate (4) at the other end are connected by the beam longitudinal packing belt (8) connected end to end, and the beam (1 ) The bottom connecting plate (5) at one end of the bottom, the bottom fixing plate (7) and the beam arched steel bars (14) on the bottom connecting plate (5) at the other end are connected by the beam longitudinal packing tape (8) connected end to end , the head and tail ends of the beam longitudinal packing tape (8) are fixed by steel buckles, and the beam arched steel bars ( 14) Connected by the beam transverse packing belt (9) connected end to end, the head and tail ends of the beam transverse packing belt (9) are fixed by steel buckles; the upper and lower ends of the column (2) are respectively fixed symmetrically on the same side There is a column connecting plate (10), the column connecting plate (10) is perpendicular to the longitudinal direction of the column (2), and two opposite sides of the column (2) are respectively fixed with a column fixing position close to the vertical edge. A plate (11), the two column fixing plates (11) are arranged diagonally, the column fixing plates (11) are parallel to the longitudinal direction of the column (2), the column connecting plate (10) and the column fixing plate (11) are respectively provided with several column arch steel bars (15), the column connecting plate (10) on the same side of the column (2) and the column arch steel bar (15) on the column connecting plate (10) at the other end The column longitudinal packing tape (12) is connected end to end, the first and last ends of the column longitudinal packing tape (12) are fixed by steel buckles, and two opposite sides of the column (2) are close to the vertical edge and are opposite to each other. The column arched steel bars (15) on the two column fixing plates (11) arranged at the corners are connected by a column transverse packing belt (13), and both ends of the column transverse packing belt (13) are fixed by steel buckles. 2.如权利要求1所述的一种梁、柱结构的打包带加固装置,其特征在于,所述梁纵向打包带(8)的端部通过梁固定压筋(16)分别固定在侧面连接板(4)或底部连接板(5)上,所述梁横向打包带(9)的端部通过梁固定压筋(16)固定在顶部连接板(3)上。2. The packing tape reinforcement device of a beam and column structure as claimed in claim 1, wherein the ends of the longitudinal packing tape (8) of the beam are respectively fixed on the side connection by the beam fixing pressure bars (16) On the plate (4) or the bottom connecting plate (5), the end of the beam transverse packing tape (9) is fixed on the top connecting plate (3) through the beam fixing rib (16). 3.如权利要求1所述的一种梁、柱结构的打包带加固装置,其特征在于,所述柱纵向打包带(12)端部通过柱固定压筋(17)固定在柱连接板(10)上。3. The packing tape reinforcement device of a beam and column structure according to claim 1, wherein the end of the longitudinal packing tape (12) of the column is fixed on the column connecting plate (17) by the column fixing bead (17). 10) on. 4.如权利要求2所述的一种梁、柱结构的打包带加固装置,其特征在于,所述梁固定压筋(16)两端呈扁圆孔状结构,所述梁固定压筋(16)通过螺栓穿过扁圆孔分别固接在顶部连接板(3)、侧面连接板(4)和底部连接板(5)上。4. The strapping reinforcement device of a beam and column structure according to claim 2, characterized in that, both ends of the beam fixing rib (16) are in an oblate hole-shaped structure, and the beam fixing rib (16) 16) The bolts are respectively fixed on the top connecting plate (3), the side connecting plate (4) and the bottom connecting plate (5) through the oblong hole. 5.如权利要求3所述的一种梁、柱结构的打包带加固装置,其特征在于,所述柱固定压筋(17)两端呈扁圆孔状结构,所述柱固定压筋(17)通过螺栓穿过扁圆孔固接在柱连接板(10)上。5. The packing tape reinforcement device of a beam and column structure according to claim 3, characterized in that, both ends of the column fixing rib (17) are in the shape of an oblate hole, and the column fixing rib (17) 17) Fasten on the column connecting plate (10) by bolts through the oblong hole. 6.如权利要求2所述的一种梁、柱结构的打包带加固装置,其特征在于,所述侧面固定板(6)和底部固定板(7)分别沿梁(1)的纵向以0.9m~1.2m的间距设置。6. The strapping reinforcement device of a beam and column structure according to claim 2, characterized in that the side fixing plate (6) and the bottom fixing plate (7) are respectively along the longitudinal direction of the beam (1) by 0.9 The distance between m ~ 1.2m is set. 7.如权利要求3所述的一种梁、柱结构的打包带加固装置,其特征在于,所述柱固定板(11)沿柱(2)的纵向以0.9m~1.2m的间距设置。7 . The strapping reinforcement device for beam and column structure according to claim 3 , wherein the column fixing plates ( 11 ) are arranged along the longitudinal direction of the column ( 2 ) at a distance of 0.9 m to 1.2 m. 8 . 8.如权利要求1所述的一种梁、柱结构的打包带加固装置,其特征在于,所述梁纵向打包带(8)、梁横向打包带(9)、柱纵向打包带(12)和柱横向打包带(13)上设置砂浆面层。8. The packing tape reinforcement device of a beam and column structure according to claim 1, wherein the beam longitudinal packing tape (8), the beam transverse packing tape (9), and the column longitudinal packing tape (12) A mortar surface layer is arranged on the horizontal packing belt (13) of the column.
CN201821011476.5U 2018-06-28 2018-06-28 A kind of strap bracing means of beam, rod structure Expired - Fee Related CN208502311U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114704116A (en) * 2022-04-20 2022-07-05 上海天补材料科技有限公司 GRC decorative line repairing and reinforcing method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114704116A (en) * 2022-04-20 2022-07-05 上海天补材料科技有限公司 GRC decorative line repairing and reinforcing method

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