CN207761050U - Steel reinforced concrete assembling Structure Beam-column node antidetonation - Google Patents

Steel reinforced concrete assembling Structure Beam-column node antidetonation Download PDF

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Publication number
CN207761050U
CN207761050U CN201721831640.2U CN201721831640U CN207761050U CN 207761050 U CN207761050 U CN 207761050U CN 201721831640 U CN201721831640 U CN 201721831640U CN 207761050 U CN207761050 U CN 207761050U
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CN
China
Prior art keywords
reinforcing bar
concrete
reinforcing
bar
fixedly mounted
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Expired - Fee Related
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CN201721831640.2U
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Chinese (zh)
Inventor
李斌
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Gansu Construction Vocational Technical College
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Gansu Construction Vocational Technical College
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Priority to CN201721831640.2U priority Critical patent/CN207761050U/en
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Abstract

Steel reinforced concrete assembling Structure Beam-column node antidetonation, including concrete column, concrete column is fixedly mounted on the ground, the side of concrete column opens up rectangular channel, preset beam is equipped in rectangular channel, preset beam is made of the first two rows of reinforcing bars, one end of first reinforcing bar is located at the outside of rectangular channel, reinforcing bar is often ranked first to be made of three reinforcing bars and by the second bar connecting, it is fixedly connected by several second reinforcing bars between first reinforcing bar of the centre often arranged, casting concrete between first reinforcing bar and the second reinforcing bar, the concrete section of side is at I-shaped.The utility model is simple in structure, reasonable design, improves the anti-seismic performance of node, endurance is stronger, easy for construction.

Description

Steel reinforced concrete assembling Structure Beam-column node antidetonation
Technical field
The utility model belongs to building construction field, specifically a kind of steel reinforced concrete assembling Structure Beam-column section Point antidetonation.
Background technology
Fabricated construction is the abbreviation of prefabricated concrete structure, is connected through assembly using prefabricated components as main bearing member Concrete structure made of connecing.Precast reinforced concrete structure is one of the important directions of China's building structure development, it has Conducive to the development of China's building industrialization, raising production efficiency is energy saving, develops Green environmental-protection building, and be conducive to improve With guarantee construction engineering quality.Existing fabricated construction bean column node poor seismic behavior, in earthquake horizontal load repeatedly Effect is lower to be easy to be destroyed, it is difficult to be met and be used needs.
Utility model content
The utility model provides a kind of steel reinforced concrete assembling Structure Beam-column node antidetonation, to solve in the prior art Defect.
The utility model is achieved by the following technical programs:
Steel reinforced concrete assembling Structure Beam-column node antidetonation, including concrete column, concrete column are fixedly mounted on ground On, the side of concrete column opens up rectangular channel, and preset beam is equipped in rectangular channel, and preset beam is made of the first two rows of reinforcing bars, the One end of one reinforcing bar is located at the outside of rectangular channel, often ranked first reinforcing bar and is made of three reinforcing bars and by the second bar connecting, often It is fixedly connected by several second reinforcing bars between first reinforcing bar of the centre of row, coagulation is poured between the first reinforcing bar and the second reinforcing bar Soil, at I-shaped, the second reinforcing bar left and right ends are fixedly mounted tilt prop for the concrete section of side, the upper end of tilt prop and the The side of one reinforcing bar is fixedly connected, and the first anchor bar is fixedly mounted in the upper and lower ends of rectangular channel internal side wall, preset beam The second anchor bar is fixedly mounted in side, and the second anchor bar is corresponding with the first anchor bar, above and below the preset beam other side Both ends open up slot, and the both sides up and down of preset beam are equipped with transverse slat, and one end of transverse slat is fixedly connected with the side of concrete column, The top surface of one of transverse slat and the bottom surface of another piece of transverse slat are fixedly mounted inserted block, inserted block can be inserted into slot and with slot phase Cooperation.
Steel reinforced concrete assembling Structure Beam-column node antidetonation as described above, the concrete column side are fixedly mounted Two reinforcing ribs, one end of reinforcing rib, which corresponds to, is fixedly connected with the first reinforcing bar.
Steel reinforced concrete assembling Structure Beam-column node antidetonation as described above, between every two second reinforcing bars Ladder type hole is opened up on concrete.
The utility model has the advantages that:The utility model is simple in structure, reasonable design, improves the anti-seismic performance of node, Endurance is stronger, easy for construction.It can make the company of the utility model by the connection of the second anchor bar and the first anchor bar It connects more securely;The first two rows of bar connectings can be made more to fasten by tilt prop, improve the stability of the utility model, It ensure that the safety of the utility model;In using swing process, it is inserted into slot by inserted block, it can be to the utility model Bumper and absorbing shock is carried out, the utility model is simple in structure, reasonable design, improves the anti-seismic performance of node, and endurance is stronger, construction It is convenient.
Description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is Some embodiments of the utility model, for those of ordinary skill in the art, in the premise of not making the creative labor property Under, other drawings may also be obtained based on these drawings.
Fig. 1 is the utility model structure diagram;Fig. 2 is the enlarged drawing of the A direction views of Fig. 1.
Specific implementation mode
It is new below in conjunction with this practicality to keep the purpose, technical scheme and advantage of the utility model embodiment clearer Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched The embodiment stated is the utility model a part of the embodiment, instead of all the embodiments.Based on the implementation in the utility model Example, the every other embodiment that those of ordinary skill in the art are obtained without creative efforts belong to The range of the utility model protection.
Steel reinforced concrete assembling Structure Beam-column node antidetonation, as shown, including concrete column 1, concrete column 1 is fixed On the ground, the side of concrete column 1 opens up rectangular channel 2, preset beam 3 is equipped in rectangular channel 2, preset beam 3 is by two rows for installation First reinforcing bar 4 forms, and one end of the first reinforcing bar 4 is located at the outside of rectangular channel 2, often ranked first reinforcing bar 4 and be made of simultaneously three reinforcing bars It is connected, is fixedly connected by several second reinforcing bars 10 between the first reinforcing bar 4 of the centre often arranged, the first steel by the second reinforcing bar 10 Casting concrete between muscle 4 and the second reinforcing bar 10, the concrete section of side use I-shaped mold at I-shaped when pouring, The structural stability is stronger, and tilt prop 6, the upper end of tilt prop 6 and the first reinforcing bar 4 is fixedly mounted in 10 left and right ends of the second reinforcing bar Side be fixedly connected, the upper and lower ends of 2 internal side wall of rectangular channel are fixedly mounted the first anchor bar 8, the one of preset beam 3 Side be fixedly mounted the second anchor bar 9, the second anchor bar 9 is corresponding with the first anchor bar 8,3 other side of preset beam it is upper Lower both ends open up slot 11, and the both sides up and down of preset beam 3 are equipped with transverse slat 12, one end of transverse slat 12 and the one of concrete column 1 Side is fixedly connected, and inserted block 13,13 energy of inserted block is fixedly mounted in the bottom surface of the top surface of one of transverse slat 12 and another piece of transverse slat 12 It is inserted into slot 11 and is matched with slot 11.The utility model is simple in structure, reasonable design, improves the shock resistance of node Can, endurance is stronger, easy for construction.It can make the utility model by the connection of the second anchor bar 9 and the first anchor bar 8 Connection it is more secured;Two rows of the first reinforcing bar 4 connections can be made more to fasten by tilt prop 6, improve the utility model Stability ensure that the safety of the utility model;In using swing process, it is inserted into slot 11 by inserted block 13, it can Bumper and absorbing shock is carried out to the utility model, the utility model is simple in structure, reasonable design, improves the anti-seismic performance of node, holds Stress is stronger, easy for construction.
Specifically, as shown in Figure 1, two reinforcing ribs 5 are fixedly mounted in 1 side of concrete column described in the present embodiment, add One end of strengthening tendons 5 corresponds to and is fixedly connected with the first reinforcing bar 4.Reinforcing rib 5 can make the utility model more secured, and it is mixed to be conducive to reinforcing bar The stability of solidifying soil fabricated construction bean column node, it is ensured that the safety used.
Specifically, as shown in Figure 1, opening up ladder type on concrete between every two second reinforcing bars 10 described in the present embodiment Hole 7.When using the utility model, opening up ladder type hole 7 on the concrete between every two second reinforcing bars 10 can be to this reality Loss of weight is carried out with novel, and saves concrete.
Finally it should be noted that:Above example is only to illustrate the technical solution of the utility model, rather than its limitations; Although the utility model is described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: It still can be with technical scheme described in the above embodiments is modified, or is carried out to which part technical characteristic etc. With replacement;And these modifications or replacements, various embodiments of the utility model technology that it does not separate the essence of the corresponding technical solution The spirit and scope of scheme.

Claims (3)

1. steel reinforced concrete assembling Structure Beam-column node antidetonation, it is characterised in that:Including concrete column(1), concrete column(1) It is fixedly mounted on the ground, concrete column(1)Side open up rectangular channel(2), rectangular channel(2)It is interior to be equipped with preset beam(3), preset Beam(3)By the first two rows of reinforcing bars(4)Composition, the first reinforcing bar(4)One end be located at rectangular channel(2)Outside, often ranked first steel Muscle(4)It is made of three reinforcing bars and by the second reinforcing bar(10)Connection, the first reinforcing bar of the centre often arranged(4)Between by several Second reinforcing bar(10)It is fixedly connected, the first reinforcing bar(4)With the second reinforcing bar(10)Between casting concrete, the concrete section of side At I-shaped, the second reinforcing bar(10)Tilt prop is fixedly mounted in left and right ends(6), tilt prop(6)Upper end and the first reinforcing bar(4) Side be fixedly connected, rectangular channel(2)The first anchor bar is fixedly mounted in the upper and lower ends of internal side wall(8), preset beam (3)Side be fixedly mounted the second anchor bar(9), the second anchor bar(9)With the first anchor bar(8)It is corresponding, it presets Beam(3)The upper and lower ends of the other side open up slot(11), preset beam(3)Both sides up and down be equipped with transverse slat(12), transverse slat (12)One end and concrete column(1)Side be fixedly connected, one of transverse slat(12)Top surface and another piece of transverse slat(12) Bottom surface inserted block is fixedly mounted(13), inserted block(13)Slot can be inserted into(11)Interior and and slot(11)It matches.
2. steel reinforced concrete assembling Structure Beam-column node antidetonation according to claim 1, it is characterised in that:Described is mixed Solidifying earth pillar(1)Two reinforcing ribs are fixedly mounted in side(5), reinforcing rib(5)One end correspond to be fixedly connected with the first reinforcing bar(4).
3. steel reinforced concrete assembling Structure Beam-column node antidetonation according to claim 1, it is characterised in that:Described is every Two second reinforcing bars(10)Between concrete on open up ladder type hole(7).
CN201721831640.2U 2017-12-25 2017-12-25 Steel reinforced concrete assembling Structure Beam-column node antidetonation Expired - Fee Related CN207761050U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721831640.2U CN207761050U (en) 2017-12-25 2017-12-25 Steel reinforced concrete assembling Structure Beam-column node antidetonation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721831640.2U CN207761050U (en) 2017-12-25 2017-12-25 Steel reinforced concrete assembling Structure Beam-column node antidetonation

Publications (1)

Publication Number Publication Date
CN207761050U true CN207761050U (en) 2018-08-24

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721831640.2U Expired - Fee Related CN207761050U (en) 2017-12-25 2017-12-25 Steel reinforced concrete assembling Structure Beam-column node antidetonation

Country Status (1)

Country Link
CN (1) CN207761050U (en)

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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180824

Termination date: 20181225