CN203905214U - Assembled type blend coupled wall system - Google Patents
Assembled type blend coupled wall system Download PDFInfo
- Publication number
- CN203905214U CN203905214U CN201420247786.2U CN201420247786U CN203905214U CN 203905214 U CN203905214 U CN 203905214U CN 201420247786 U CN201420247786 U CN 201420247786U CN 203905214 U CN203905214 U CN 203905214U
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- wall
- energy dissipating
- concrete
- wall unit
- steel column
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Abstract
An assembled type blend coupled wall system comprises wall units which are connected in the horizontal direction and the vertical direction respectively, a floor is arranged between the wall units connected in the vertical direction, the left wall unit and the right all unit in the horizontal direction are connected through an energy dissipation beam, anti-shear toggle pins are fixed to the energy dissipation beam, the two ends of the energy dissipation beam are fixedly connected with short non-energy-dissipation beams of two wall units respectively, the upper wall unit and the lower wall unit in the vertical direction are correspondingly and fixedly connected respectively through steel columns and reinforcement cages, and the steel columns between the upper wall unit and the lower wall unit are fixedly in abutting joint and cast inside the floor. According to the system, the assembled type combination structure is adopted, the system is mainly used for a shear wall and frame-shear wall system, on the basis of the finite element theory, a finite element model is built for performing mechanical analysis on the assembled type blend coupled wall system, the structural reliability of the system is verified, it is ensured that the whole system has the good energy dissipation capability and progressive-collapse-resistance capability in the high earthquake intensity area, and the system can be widely applied to coupled wall construction in the constructional engineering.
Description
Technical field
The utility model relates to a kind of coupled wall of construction work, particularly a kind of assembling mixing coupled wall.
Background technology
High building structure is in Chinese Urbanization process, to solve urban population constantly to increase and the urban land inevitable choice of short contradiction gradually, and coupled wall structural system is indispensable element in high building structure.According to field data in the past, coupled wall system had both been inherited the advantages such as cheap, the anti-side rigidity of simple shear wall construction costs is large, embodied again under severe earthquake action coupling beam surrender power consumption, reduced a large amount of cracks and concentrate on body of wall bottom, to reduce the advantage of rehabilitation cost after shake.But in actual application, be limited to building and use functional requirement, conventional concrete coupling beam is often difficult to meet cross section shearing resistance demand, to designer, has caused certain difficulty.And in project construction process, Contraction in Site amount is large and need a large amount of template and temporary supporting, not only affect construction speed, also can produce a large amount of building wastes, pollute.
Utility model content
The purpose of this utility model is to provide a kind of assembling mixing coupled wall and construction method thereof, solve many, the inefficient technical problems of building waste that coupled wall field operation amount is large, produce; And the problem that solves raising coupled wall anti-seismic performance, conveniently transports.
For achieving the above object, the utility model adopts following technical scheme:
A kind of assembling mixing coupled wall system, comprise the wall unit connecting respectively at horizontal direction, vertical direction, between the wall unit wherein connecting on vertical direction, be provided with floor, described wall unit comprises concrete wall, the steel column that is erected in respectively the inner two ends of concrete wall and the cage of reinforcement that is positioned at concrete wall inside; The two ends up and down of described steel column all exceed concrete wall, and the length direction of upper end edge concrete wall that is positioned at two steel columns of concrete wall is connected with respectively non-energy dissipating short beam in opposite directions, and the other end of described non-energy dissipating short beam exceeds concrete wall; On described steel column and non-energy dissipating short beam, be all fixed with shearing resistance peg.
Between left and right wall unit in horizontal direction, by energy dissipating beam, connect, on described energy dissipating beam, be fixed with shearing resistance peg, the two ends of energy dissipating beam are fixedly connected with the non-energy dissipating short beam of two wall unit respectively.
Between upper and lower wall unit on vertical direction by steel column and cage of reinforcement respectively correspondence be fixedly connected with, floor inside is fixed and be cast in to the steel column butt joint between described upper and lower wall unit.
The concrete wall of described wall unit up and down four sides in one side or multiaspect be matsurface or have in the horizontal direction keyway.
Described cage of reinforcement comprises the horizontal reinforcement that is connected between steel column, and horizontal reinforcement vertical reinforcing bar connected vertically and be connected to the tension rib between vertical reinforcing bar.
Vertical reinforcing bar between described upper and lower wall unit is starched the corresponding connection of anchor connector by reinforced bar sleeve.
The length that the two ends up and down of described steel column exceed concrete wall edge is half of slab thickness.
Described floor is concrete structure or the prefabricated concrete structure of cast in situs.
The height of the concrete wall of described wall unit is consistent with height sum and the story height of floor.
The length range that the non-energy dissipating short beam of described non-energy dissipating short beam exceeds concrete wall edge is 5 centimetres～30 centimetres, is bolted, is welded to connect or bolt is connected with welding hybrid mode between non-energy dissipating short beam and energy dissipating beam.
Described steel column, non-energy dissipating short beam and energy dissipating beam are H shaped steel or combined I-shaped steel.
Compared with prior art the utlity model has following characteristics and beneficial effect:
The utility model has overcome that traditional coupled wall efficiency of construction is low, the shortcoming of poor seismic behavior, has solved the technical problem that reduces building waste, convenient transportation construction.
Assembling mixing coupled wall system of the present utility model, to adopt assembling combining structure, be mainly used in shear wall and Frame-Shear Wall system, based on finite element theory, set up FEM (finite element) model assembling mixing coupled wall system is carried out to mechanical analysis, verify its reliability of structure, can guarantee that whole system has good energy dissipation capacity and progressive collapse-resisting ability in Areas of High Earthquake Intensity area, compare with traditional coupled wall structure, there is better anti-seismic performance, and convenient transportation: first, compare with concrete coupling beam, the shear yielding energy-dissipating property of girder steel is better than the power consumption of concrete beam beam-ends plastic hinge, and the former shear yielding energy consumption and distortion is little, under severe earthquake action, progressive collapse-resisting ability is strong, secondly, the edge constraint member instead of steel reinforced concrete edge constraint member with steel column, under severe earthquake action, can strengthen the extensibility of body of wall, delays carrying out of crack, is convenient to shake back wall reparation, again, the edge constraint member instead of steel reinforced concrete edge constraint member with steel column, has reduced the colligation of reinforcing bar, and body of wall is split and is classified into standard component wall unit, be convenient to factory's batch making, and the wall unit volume splitting after sorting out is little, convenient transportation is quick, finally, because the production process of wall unit has been prefabricated in the factory substantially, effective on-the-spot supervision can be concentrated in the connection between wall unit, engineering-built quality is convenient to supervision and is grasped, and has more easily guaranteed construction quality.
The construction of assembling mixing coupled wall system of the present utility model is also easy, fast, efficiently, prefabrication and scene are assembled two procedures and can be carried out simultaneously, improved speed of application, for completing of work items provides guarantee on schedule, compare with cast-in-place concrete shear wall, can reduce significantly on-the-spot dress, tear the time of wall form and temporary supporting open, reduce situ wet workload: with the edge constraint member instead of steel reinforced concrete edge constraint member with steel column, reduced the use of edge constraint member longitudinal reinforcement, thereby be convenient to the level docking of wall unit, girder steel substitutes concrete coupling beam, the time of can reduce significantly on-the-spot dress, tearing concrete coupling beam template and temporary supporting open, reduces situ wet workload, after upper and lower wall haplotype steel column fixedly completes, can guarantee the stability of body of wall, just save the operation that body of wall temporary supporting is set, every layer of connection and building of floor of mixing between coupled wall unit can be constructed in graded crossing, thereby raising efficiency of construction, therefore, because wall unit has been prefabricated in the factory substantially, template can effectively reuse, and girder steel is again without using template and temporary supporting, therefore in whole work progress, reduce the wet trade amount at concrete scene, thereby reduced the input amount of template, temporary supporting, and then reduced the generation of building waste.
To sum up, the utility model is compared with cast-in-place concrete shear wall, and produce in factory carries out with on-the-spot installation simultaneously, solves the large problem of cast-in-place concrete shear wall situ wet workload; Compare with existing general fabricated shear wall, with the edge constraint member instead of steel reinforced concrete edge constraint member with steel column, solved due to more the caused body of wall level connection joint difficulty of the vertical muscle of this part, simultaneously upper and lower wall fixes by steel column the stable problem also having solved in upper walls body construction process between unit, and realizes the on-the-spot splicing in same layer coupled wall unit and construct with the graded crossing of building of floor; Girder steel substitutes concrete coupling beam, solves the large problem of cast-in-situ concrete coupling beam situ wet workload, uses seam beam to substitute embedded bar, because seam beam is larger than reinforcing bar rigidity, there will not be bending phenomenon in transportation, ensures the quality of products.
The utility model can be widely used in mixing in construction work the construction of coupled wall structural system.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in more detail.
Fig. 1 is the structural representation of the utility model the first wall unit.
Fig. 2 is the A-A sectional view of Fig. 1.
Fig. 3 is structural representation of the present utility model.
Fig. 4 is the B-B sectional view of Fig. 3.
Reference numeral: 1-wall unit, 1.1-concrete wall, 1.2-steel column, the non-energy dissipating short beam of 1.3-, 1.4-steel column structure muscle, 1.5-cage of reinforcement, 1.6-shearing resistance peg, 1.7-keyway, 2-energy dissipating beam, 3-floor, 4-reinforced bar sleeve slurry anchor connector.
The specific embodiment
Embodiment is referring to shown in Fig. 3, Fig. 4, a kind of assembling mixing coupled wall system, comprise the wall unit 1 connecting respectively at horizontal direction, vertical direction, between the wall unit wherein connecting on vertical direction, be provided with floor 3, described floor 3 is the concrete structure of cast in situs or prefabricated concrete structure, and the height of the concrete wall of described wall unit is consistent with height sum and the story height of floor 3.
Shown in Fig. 1, Fig. 2, described wall unit 1 comprises concrete wall 1.1, the cage of reinforcement 1.5 that is erected in the steel column 1.2 at concrete wall 1.1 inner two ends and is positioned at concrete wall 1.1 inside respectively; The two ends up and down of described steel column 1.2 all exceed concrete wall 1.1, the length direction of upper end edge concrete wall 1.1 that is positioned at two steel columns 1.2 of concrete wall 1.1 is connected with respectively non-energy dissipating short beam 1.3 in opposite directions, the length range that the other end of described non-energy dissipating short beam 1.3 exceeds concrete wall 1.1 edges is 5 centimetres～30 centimetres, on described steel column 1.2 and non-energy dissipating short beam 1.3, be all fixed with shearing resistance peg 1.6, described steel column 1.2, non-energy dissipating short beam 1.3 and energy dissipating beam 2 are H shaped steel or combined I-shaped steel; The concrete wall 1.1 of described wall unit 1 up and down four sides in one side or multiaspect be matsurface or have in the horizontal direction keyway 1.7.
Between left and right wall unit 1 in horizontal direction, by energy dissipating beam 2, connect, on described energy dissipating beam 2, be fixed with shearing resistance peg 1.6, the two ends of energy dissipating beam 2 are fixedly connected with the non-energy dissipating short beam 1.3 of two wall unit 1 respectively, are bolted, are welded to connect or bolt is connected with welding hybrid mode between non-energy dissipating short beam 1.3 and energy dissipating beam 2.
Between upper and lower wall unit 1 on vertical direction by steel column 1.2 and cage of reinforcement 1.5 respectively correspondence be fixedly connected with, floor 3 inside are fixed and be cast in to steel column butt joint between described upper and lower wall unit, the length that the two ends up and down of described steel column exceed concrete wall edge is half of floor 3 thickness, and the vertical reinforcing bar between described upper and lower wall unit starches by reinforced bar sleeve that anchor connector 4 is corresponding to be connected.
Shown in Figure 2, described cage of reinforcement 1.8 comprises the horizontal reinforcement that is connected between steel column 1.2, and horizontal reinforcement vertical reinforcing bar connected vertically and be connected to the tension rib between vertical reinforcing bar.
A construction method for described assembling mixing coupled wall system, concrete steps are as follows:
The prefabricated operation of wall unit:
Step 1 is welded and fixed shearing resistance peg 1.6 on steel column 1.2 and non-energy dissipating short beam 1.3.
Step 2, is welded and fixed steel column 1.2 and non-energy dissipating short beam 1.6.
Step 3, fixedly steel column 1.2.
Step 4, colligation horizontal reinforcement, vertically reinforcing bar and tension rib form cage of reinforcement 1.8, and steel column 1.2 around fixedly steel column construct muscle 1.4.
Step 5, installs the formwork for placing of wall unit 1, and the one side as required, in four faces up and down or multiaspect is carried out horizontal keyway or matsurface is processed.
Step 6, waters the concrete of walling unit 1.
Step 7, to be poured building up after type and maintenance, slings and the demoulding by suspension ring, completes the prefabricated operation of wall unit.
The site assembly operation of coupled wall:
Step 1, is transported to job site by prefabricated wall unit, starts on-site construction processes.
Step 2, carries out the connection of wall unit on vertical direction, the steel column of upper and lower wall unit is connected respectively fixing, and vertical reinforcing bar is connected respectively.
Step 3, carries out the connection of wall unit in horizontal direction, non-energy dissipating short beam 1.3 correspondences of left and right wall unit is connected to the two ends of energy dissipating beam 2.
Step 4, the reinforcing bar of colligation floor 3 also installs the template of floor 3.
Step 5, waters the concrete of build floor 3.
Step 6, the type that builds up to be poured, and carry out maintenance.
Step 7, repeats step 1 in this operation and, to step 6, completes the working procedure of whole assembling mixing coupled wall system.
Claims (9)
1. an assembling mixing coupled wall system, comprise the wall unit (1) connecting respectively at horizontal direction, vertical direction, between the wall unit wherein connecting on vertical direction, be provided with floor (3), it is characterized in that: described wall unit (1) comprises concrete wall (1.1), is erected in the steel column (1.2) at the inner two ends of concrete wall (1.1) and is positioned at the inner cage of reinforcement (1.5) of concrete wall (1.1) respectively; The two ends up and down of described steel column (1.2) all exceed concrete wall (1.1), the length direction of upper end edge concrete wall (1.1) that is positioned at two steel columns (1.2) of concrete wall (1.1) is connected with respectively non-energy dissipating short beam (1.3) in opposite directions, and the other end of described non-energy dissipating short beam (1.3) exceeds concrete wall (1.1); On described steel column (1.2) and non-energy dissipating short beam (1.3), be all fixed with shearing resistance peg (1.6);
Between left and right wall unit (1) in horizontal direction, by energy dissipating beam (2), connect, be fixed with shearing resistance peg (1.6) on described energy dissipating beam (2), the two ends of energy dissipating beam (2) are fixedly connected with the non-energy dissipating short beam (1.3) of two wall unit (1) respectively;
Between upper and lower wall unit (1) on vertical direction by steel column (1.2) and cage of reinforcement (1.5) respectively correspondence be fixedly connected with, floor (3) inside is fixed and be cast in to the steel column butt joint between described upper and lower wall unit.
2. assembling mixing coupled wall system according to claim 1, is characterized in that: the concrete wall (1.1) of described wall unit (1) up and down one side or the multiaspect in four sides is matsurface or has in the horizontal direction keyway (1.7).
3. assembling mixing coupled wall system according to claim 2, is characterized in that: described cage of reinforcement (1.8) comprises the horizontal reinforcement that is connected between steel column (1.2), and horizontal reinforcement vertical reinforcing bar connected vertically and be connected to the tension rib between vertical reinforcing bar.
4. assembling mixing coupled wall system according to claim 3, is characterized in that: the vertical reinforcing bar between described upper and lower wall unit is starched the corresponding connection of anchor connector (4) by reinforced bar sleeve.
5. assembling mixing coupled wall system according to claim 4, is characterized in that: the length that the two ends up and down of described steel column exceed concrete wall edge is half of floor (3) thickness.
6. assembling mixing coupled wall system according to claim 5, is characterized in that: described floor (3) is the concrete structure of cast in situs or prefabricated concrete structure.
7. assembling mixing coupled wall system according to claim 6, is characterized in that: the height of the concrete wall of described wall unit is consistent with height sum and the story height of floor (3).
8. assembling mixing coupled wall system according to claim 7, it is characterized in that: the length range that the non-energy dissipating short beam of described non-energy dissipating short beam (1.3) (1.3) exceeds concrete wall (1.1) edge is 5 centimetres～30 centimetres, between non-energy dissipating short beam (1.3) and energy dissipating beam (2), be bolted, be welded to connect or bolt is connected with welding hybrid mode.
9. assembling mixing coupled wall system according to claim 8, is characterized in that: described steel column (1.2), non-energy dissipating short beam (1.3) and energy dissipating beam (2) are H shaped steel or combined I-shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420247786.2U CN203905214U (en) | 2014-05-15 | 2014-05-15 | Assembled type blend coupled wall system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420247786.2U CN203905214U (en) | 2014-05-15 | 2014-05-15 | Assembled type blend coupled wall system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203905214U true CN203905214U (en) | 2014-10-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420247786.2U Withdrawn - After Issue CN203905214U (en) | 2014-05-15 | 2014-05-15 | Assembled type blend coupled wall system |
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| Country | Link |
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| CN (1) | CN203905214U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104032860A (en) * | 2014-05-15 | 2014-09-10 | 中国建筑股份有限公司 | Assembly-type mixed coupled wall system and construction method thereof |
| CN108729564A (en) * | 2017-04-19 | 2018-11-02 | 北京清华同衡规划设计研究院有限公司 | Assembled architecture system |
| CN110173057A (en) * | 2019-04-22 | 2019-08-27 | 海南大学 | A kind of wall connection damper connecting elements and its construction method |
| CN115324234A (en) * | 2022-09-02 | 2022-11-11 | 江苏省江建集团有限公司 | Assembled steel construction building steel tube bundle combination wall |
-
2014
- 2014-05-15 CN CN201420247786.2U patent/CN203905214U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104032860A (en) * | 2014-05-15 | 2014-09-10 | 中国建筑股份有限公司 | Assembly-type mixed coupled wall system and construction method thereof |
| CN108729564A (en) * | 2017-04-19 | 2018-11-02 | 北京清华同衡规划设计研究院有限公司 | Assembled architecture system |
| CN110173057A (en) * | 2019-04-22 | 2019-08-27 | 海南大学 | A kind of wall connection damper connecting elements and its construction method |
| CN115324234A (en) * | 2022-09-02 | 2022-11-11 | 江苏省江建集团有限公司 | Assembled steel construction building steel tube bundle combination wall |
| CN115324234B (en) * | 2022-09-02 | 2023-11-24 | 江苏省江建集团有限公司 | Assembled steel construction building steel tube bundle composite wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20141029 Effective date of abandoning: 20160622 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |