CN102493603B - Prefabricated column of reserved concealed column channel, concealed column type complete assembled earthquake-resistant building and its method - Google Patents
Prefabricated column of reserved concealed column channel, concealed column type complete assembled earthquake-resistant building and its method Download PDFInfo
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- CN102493603B CN102493603B CN2011104544241A CN201110454424A CN102493603B CN 102493603 B CN102493603 B CN 102493603B CN 2011104544241 A CN2011104544241 A CN 2011104544241A CN 201110454424 A CN201110454424 A CN 201110454424A CN 102493603 B CN102493603 B CN 102493603B
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- 239000010959 steel Substances 0.000 claims abstract description 108
- 238000009434 installation Methods 0.000 claims abstract description 34
- 239000004567 concrete Substances 0.000 claims abstract description 25
- 241001669679 Eleotris Species 0.000 claims description 131
- 230000003014 reinforcing Effects 0.000 claims description 35
- 210000000614 Ribs Anatomy 0.000 claims description 33
- 238000010276 construction Methods 0.000 claims description 31
- 235000010627 Phaseolus vulgaris Nutrition 0.000 claims description 27
- 240000005158 Phaseolus vulgaris Species 0.000 claims description 27
- 238000007789 sealing Methods 0.000 claims description 24
- 238000004873 anchoring Methods 0.000 claims description 18
- 241000219843 Pisum Species 0.000 claims description 9
- 235000010582 Pisum sativum Nutrition 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 8
- 239000012530 fluid Substances 0.000 claims description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 4
- 238000005336 cracking Methods 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 3
- 238000010570 post-docking Methods 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 2
- 238000009417 prefabrication Methods 0.000 abstract description 13
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000005266 casting Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 8
- 210000001503 Joints Anatomy 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
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Abstract
The invention relates to a concealed column type complete assembled earthquake-resistant building and its method, the concealed column type complete assembled earthquake-resistant building comprises a base, a prefabricated column, a prefabricated beam, a prefabricated wall panel, a prefabricated floor slab and a prefabricated stair, at least one reserved concealed column channel with continuous length used for passing through a steel bar, casting the concrete and constructing the concealed column is provided on a core part of the prefabricated column along the direction of column length, a beam of concealed column steel bar is passed through in the reserved concealed column channel, and solidified with a casted fine aggregate concrete to form the concealed column in the column, the upper part of the prefabricated column of the reserved concealed column channel is connected to a beam column edged steel plate. According to the invention, the products can solve the technical problem that the assembly of nodes can not reach the earthquake-resistant requirements or installation requirements in a traditional assembly type building, and solve the technical problem that production with complete prefabrication and complete assembly of columns, beams and wall panels of the building can be simultaneously realized under the prerequisite that the tradition assembly type building can not guarantee the earthquake-resistant requirements.
Description
Technical field
The present invention relates to a kind of full assembling building to withstand earthquake and job practices thereof.
Background technology
Architectural industrialization is the inexorable trend of construction industry development, factory's formula mechanization production of building unit, standardized construction, intensive management, scientific management, reach the high unity of fund and technology, thereby creating the livable building of high-efficient energy-saving environment friendly, is the inevitable requirement of social progress.
Assembled architecture because the construction period is short, quality is higher, environmental protection and energy saving, construction safe, need at western developed country, be widely used by advantages such as the labour are few.In China, because reducing day by day with security incident, the labour who is engaged in builing industry takes place frequently, and assembled architecture has been included development plan in, and many enterprises and R&D institution start experimental exploitation already.In existing assembled architecture, the processing of assembly node does not all reach shockproof requirements and installation requirement usually, be difficult to large scale application aspect highrise building, particularly can't solve antidetonation and the installation question of prefabricated post and precast beam node, prefabricated post and precast wall body node.Prefabricated panel only manufactured and installs usually by the assembling high-rise building, the crucial supporting member such as post, beam still needs to pour into a mould at the construction field (site), cause the construction part of building to be prefabricated in the factory, another part is wet trade at the scene, can only realize the partial assembled industrialization, can't solve and guarantee to realize simultaneously post, beam and wallboard prefabricated, the full assembling manufacture entirely of building under the shockproof requirements prerequisite.
Summary of the invention
The purpose of this invention is to provide a kind of sleeper formula and entirely assemble building to withstand earthquake and job practices, solve in traditional assembled architecture, assembly node does not reach the technical problem of shockproof requirements or installation requirement, solving simultaneously traditional assembled architecture can't guarantee under the shockproof requirements prerequisite, and post, beam and the wallboard of realizing simultaneously building be the technical problem of prefabricated, full assembling manufacture entirely.
For achieving the above object, the present invention adopts following technical scheme:
A kind of reserved sleeper duct prefabricated post, its cylinder is to be formed by reinforced concrete prefabricated, the core of described cylinder along the column length direction have at least one elongated be used to wearing reinforcing bar, fluid concrete, construct the reserved sleeper duct of sleeper.
Described cylinder is that cross section is that criss-cross cross column, cross section are that T-shaped t head post, cross section are that L shaped corner post or cross section piled up neatly the door side column of shape for door.
A kind of sleeper formula is assembled building to withstand earthquake entirely, comprise basis, prefabricated post, precast beam, prefabricated panel, precast floor slab and precast stair, described prefabricated post is reserved sleeper duct prefabricated post, reserved sleeper is installed with a branch of sleeper reinforcing bar in duct, and being solidified as sleeper in cylinder with the pea gravel concreten of cast, the top of reserved sleeper duct prefabricated post is connected with beam column edge sealing steel plate;
The position of the inherent joint pin in described basis is embedded with pre-embedded steel slab and basic reserving rib bundle in basis, the bundle number that described basic reserving rib bundle protrudes upward is identical with reserved sleeper duct prefabricated post number, its extension elongation is not less than 600mm, described basic reserving rib bundle stretch out termination from reserved sleeper opening of the channel at the bottom of the post of reserved sleeper duct prefabricated post pierce into duct in the sleeper bar splicing, lap-joint is by centring ring and steel bar end anchoring.
Expose at the two ends of described precast beam built-in fitting, described built-in fitting passes the part that the sleeper reinforcing bar stretches out capital, at bean column node place anchoring together, the Si Ge corner, two ends of beam is embedded with beam bound edge shaped steel, described beam bound edge shaped steel and beam column edge sealing steel plate weld at the bean column node place, and are consolidated into one with concrete.
Described prefabricated panel is the prefabricated beam type wallboard of beam wall one, expose at the two ends at the beam position of prefabricated beam type wallboard built-in fitting, this built-in fitting passes the part that the sleeper reinforcing bar stretches out capital, at bean column node place anchoring together, its anchorage length is not less than 300mm, and the pouring concrete on the concrete of this bean column node and sleeper top is integrated.
The end socket steel plate of the Nodes of described precast beam and t head post is rectangle end socket prewelding steel plate; The end socket steel plate at the bean column node place of described precast beam and corner post or door side column is turning shape end socket prewelding steel plate.
Described built-in fitting is beam embedded ribs or the pre-buried shaped steel of beam.
Described beam column edge sealing steel plate and beam bound edge shaped steel are angle steel or channel-section steel, and its extension elongation is not less than 250mm.
Described centring ring external diameter is slightly smaller than reserved sleeper duct internal diameter, three steel bar ends of the inboard welding of circle, and the sleeper reinforcing bar inserts in the space in steel bar end, and every of described sleeper reinforcing bar is installed three above centring rings.
The pre-buried shaped steel of described beam is angle steel, i iron or channel-section steel.
The member of described precast stair comprises prefabricated sleeper formula stair wall, precast stair beam, prefabricated half space beam and prefabricated bench, the reserved sleeper duct identical with reserving sleeper duct prefabricated post left in described prefabricated sleeper formula stair wall both sides, described reserved sleeper has the sleeper reinforcing bar in duct, wall top two upper lateral parts are connected with beam column edge sealing steel plate, the beam bound edge shaped steel of precast stair beam and beam column edge sealing Plate Welding or anchoring, the bench beam welds or anchoring with the bound edge shaped steel of the precast stair beam overlapped.
A kind of sleeper formula is assembled the job practices of building to withstand earthquake entirely, and construction sequence is as follows:
Step 1: the installation of basis and first floor prefabricated post: the reserved basic reserving rib bundle of the construction on basis, the installation site absolute altitude is accurate, after concrete strength reaches installation requirement, reserves the installation of sleeper duct prefabricated post; During lifting, at the bottom of basic reserving rib bundle insertion post, reserve sleeper duct internal calibration in place, weld after with the steel disc pad, stablizing at cylinder, pre-embedded steel slab air spots place, in reserved sleeper duct, puts into sleeper reinforcing bar and basic reserving rib bundle overlap joint; The centring ring of collar shape on the sleeper reinforcing bar, in reserved sleeper duct, the pouring pea gravel concreten is to apart from capital, reserving sleeper opening of the channel 300mm-500mm place;
The installation of step 2, bean column node and floor: hoisting prefabricated beam or prefabricated beam type wallboard, in place after, by beam bound edge shaped steel and beam column edge sealing Plate Welding or anchoring, then carry out the installation of precast floor slab, between plate seam, add steel fabric sheet and prevent slab-joint cracking;
Step 3, at bean column node place and wall column Nodes fluid concrete;
The installation of step 4, upper strata prefabricated post: when lower floor's prefabricated post relevant position setting-out hoisted in position, the reserving rib of lower floor's prefabricated post inserts in the reserved sleeper duct of upper strata prefabricated post, after in place, carry out the welding of beam column edge sealing steel plate, in the reserved sleeper duct of upper strata prefabricated post, put into the sleeper reinforcing bar, and in hole, pour into a mould pea gravel concreten, and vibration compacting, cast while being left to more upper strata prefabricated post docking apart from the Kong Dingwei pouring section;
The installation of step 5, precast stair;
Step 6, concrete curing, successively construction is to binding.
Compared with prior art the present invention has following characteristics and beneficial effect: the present invention can shorten the construction period, and environmental protection and energy saving reduce labour's use, have solved in traditional assembled architecture, and assembly node does not reach the technical problem of shockproof requirements or installation requirement.Also solved and guaranteed under the shockproof requirements prerequisite, post, beam and the wallboard of realizing simultaneously building be the technical barrier of prefabricated, full assembling manufacture entirely.Total prefabricated construction thing structure of the present invention can be widely used in highrise building, really realizes architectural industrialization.
The accompanying drawing explanation
The present invention will be further described in detail below in conjunction with accompanying drawing.
Fig. 1 is the structural representation of the dark hole of the present invention prefabrication and assembly construction post embodiment mono-cross column.
Fig. 2 is the structural representation of the dark hole of the present invention prefabrication and assembly construction post embodiment bis-t head posts.
Fig. 3 is the trequetrous structural representation of the dark hole of the present invention prefabrication and assembly construction post embodiment.
Fig. 4 is the structural representation of tetra-side columns of the dark hole of the present invention prefabrication and assembly construction post embodiment.
Fig. 5 is the structural representation of the centring ring that coordinates with the dark hole of the present invention prefabrication and assembly construction post.
Fig. 6 is that the centring ring that coordinates with the dark hole of the present invention prefabrication and assembly construction post is at Nei De installation site, reserved sleeper duct schematic diagram.
Fig. 7 is the foundation structure schematic diagram coordinated with the dark hole of the present invention prefabrication and assembly construction post.
Fig. 8 is the embodiment mono-girder construction schematic diagram coordinated with the dark hole of the present invention prefabrication and assembly construction post.
Fig. 9 is the embodiment bis-girder construction schematic diagrames that coordinate with the dark hole of the present invention prefabrication and assembly construction post.
Figure 10 is the L shaped bean column node coordinated with the dark hole of the present invention prefabrication and assembly construction post and the schematic diagram that embodiment mono-is installed.
Figure 11 is the tee girder post node coordinated with the dark hole of the present invention prefabrication and assembly construction post and the schematic diagram that embodiment bis-is installed.
Figure 12 is the dark hole of the present invention prefabrication and assembly construction post and beam type wallboard assembly node and scheme of installation.
Figure 13 is the schematic diagram that sleeper formula of the present invention is assembled the prefabricated upper race staircase component of building to withstand earthquake entirely.
Figure 14 is the schematic diagram that sleeper formula of the present invention is assembled the prefabricated lower race staircase component of building to withstand earthquake entirely.
Figure 15 is the structural representation that sleeper formula of the present invention is assembled building to withstand earthquake precast stair section lower platform position entirely.
Figure 16 is the structural representation that sleeper formula of the present invention is assembled building to withstand earthquake precast stair section upper mounting plate position entirely.
Figure 17 is the assembly structure schematic diagram that sleeper formula of the present invention is assembled the building to withstand earthquake staircase component entirely.
Reference numeral: 1-cross column, the 2-t head post, the 3-corner post, 4-door side column, the reserved sleeper of 5-duct, 6-sleeper reinforcing bar, the 7-basis, the 8-precast beam, 10-beam column edge sealing steel plate, 11-beam bound edge shaped steel, 12-beam embedded ribs, 13-beam wall end socket prewelding steel plate, 14-beam-ends end socket prewelding steel plate, 15-basis reserving rib bundle, the 16-centring ring, the prefabricated beam type wallboard of 17-, the 18-steel bar end, the 19-pea gravel concreten, pre-embedded steel slab in the 20-basis, the pre-buried shaped steel of 21-beam, 22-stair wall, 23-precast stair beam, 24-half space beam, the 25-bench.
The specific embodiment
A kind of reserved sleeper duct prefabricated post, its cylinder is to be formed by reinforced concrete prefabricated, the core of described cylinder along the column length direction have one to nine elongated be used to wearing reinforcing bar, fluid concrete, construct the reserved sleeper duct 5 of sleeper, the diameter in described reserved sleeper duct 5 is 50mm～300mm, pitch of holes is 20mm at least, and hole inwall to the distance of cylinder crust is 20mm at least.
Embodiment mono-is referring to Fig. 1, and the characteristics of this reserved sleeper duct prefabricated post are that cross section is cross, and the rib of column horizontal section length of side of cross column 1 is not less than 800mm.
Embodiment bis-is referring to Fig. 2, and the characteristics of this reserved sleeper duct prefabricated post are that cross section is T-shaped, and the rib of column horizontal section length of side of t head post 2 is not less than 800mm.
Embodiment tri-is referring to Fig. 3, and the characteristics of this reserved sleeper duct prefabricated post are that cross section is L shaped, and the rib of column horizontal section length of side of corner post 3 is not less than 550mm.
Embodiment tetra-is referring to Fig. 4, and the characteristics of this reserved sleeper duct prefabricated post are that cross section is a buttress shape, and the rib of column horizontal section length of side of door side column 4 is not less than 550mm.
A kind of sleeper formula is assembled building to withstand earthquake entirely, comprises basis 7, prefabricated post, precast beam 8, prefabricated panel, precast floor slab and precast stair,
Described prefabricated post is reserved sleeper duct prefabricated post, shown in Fig. 5-6, in reserved sleeper duct 5, be installed with a branch of sleeper reinforcing bar 6, and be solidified as sleeper in cylinder with the pea gravel concreten 19 of cast, shown in Figure 2, the top of reserved sleeper duct prefabricated post is connected with beam column edge sealing steel plate 10.
Shown in Figure 7, the position of described basic 7 inherent joint pins is embedded with pre-embedded steel slab 20 and basic reserving rib bundle 15 in basis, the bundle number that described basic reserving rib bundle 15 protrudes upward is identical with reserved sleeper duct prefabricated post number, its extension elongation is not less than 600mm, described basic reserving rib bundle 15 stretch out termination from reserved sleeper opening of the channel at the bottom of the post of reserved sleeper duct prefabricated post pierce into duct in sleeper reinforcing bar 6 overlap joints, lap-joint is by centring ring 16 and steel bar end 18 anchorings.
Expose at the two ends of described precast beam 8 built-in fitting, described built-in fitting passes the part that sleeper reinforcing bar 6 stretches out capital, at bean column node place anchoring together, the Si Ge corner, two ends of beam 8 is embedded with beam bound edge shaped steel 11, described beam bound edge shaped steel 11 welds at the bean column node place with beam column edge sealing steel plate 10, and is consolidated into one with concrete.
Embodiment mono-is shown in Figure 8, and expose at the two ends of this precast beam 8 beam embedded ribs 12, and the Si Ge corner, two ends of precast beam 8 is embedded with beam bound edge shaped steel 11, and in the present embodiment, beam bound edge shaped steel is angle steel; Shown in Figure 10, described beam embedded ribs 12 passes the part that sleeper reinforcing bar 6 stretches out capital, at bean column node place anchoring together, described beam bound edge shaped steel 11 welds at the bean column node place with beam column edge sealing steel plate 10, and being consolidated into one with concrete, in the present embodiment, the pre-buried shaped steel 21 of beam is angle steel.
Embodiment bis-is shown in Figure 9, and expose at the two ends of this precast beam 8 the pre-buried shaped steel 21 of beam, and the Si Ge corner, two ends of precast beam 8 is embedded with beam bound edge shaped steel 11, and in the present embodiment, beam bound edge shaped steel is angle steel; Shown in Figure 11, the pre-buried shaped steel 21 of described beam passes the part that sleeper reinforcing bar 6 stretches out capital, at bean column node place anchoring together, described beam bound edge shaped steel 11 welds at the bean column node place with beam column edge sealing steel plate 10, and being consolidated into one with concrete, in the present embodiment, the pre-buried shaped steel 21 of beam is angle steel.
Prefabricated panel is the prefabricated beam type wallboard 17 of beam wall one, embodiment is shown in Figure 12, in the present embodiment, there is beam embedded ribs 12 at the two ends at the beam position of prefabricated beam type wallboard 17, this beam embedded ribs 12 passes the part that sleeper reinforcing bar 6 stretches out capital, at bean column node place anchoring together, its anchorage length is not less than 300mm, and the pouring concrete on the concrete of this bean column node and sleeper top is integrated; When Yu Zhiliangshi wallboard 17 is done exterior wall, punch and get final product on body of wall.
Shown in Figure 8, the end socket steel plate of the Nodes of described precast beam and t head post 2 is rectangle end socket prewelding steel plate 13; Shown in Figure 9, the end socket steel plate at the bean column node place of described precast beam and corner post 3 or door side column 4 is turning shape end socket prewelding steel plate 14.
Described beam column edge sealing steel plate 10 and beam bound edge shaped steel 11 are angle steel or channel-section steel, and its extension elongation is not less than 250mm.
Shown in Fig. 5-6, described centring ring 16 external diameters are slightly smaller than reserved sleeper duct internal diameter, three steel bar ends 18 of the inboard welding of circle, and in the space that sleeper reinforcing bar 6 inserts in steel bar end, every of described sleeper reinforcing bar is installed three above centring rings.
Shown in Figure 13-16, the member of described precast stair comprises prefabricated sleeper formula stair walls (22), precast stair beam (23), prefabricated half space beam (24) and prefabricated bench (25), shown in Figure 17, the reserved sleeper duct identical with reserving sleeper duct prefabricated post left in described prefabricated sleeper formula stair walls (22) both sides, described reserved sleeper has the sleeper reinforcing bar in duct, wall top two upper lateral parts are connected with beam column edge sealing steel plate, the beam bound edge shaped steel of precast stair beam (23) and beam column edge sealing Plate Welding or anchoring, the bench beam welds or anchoring with the bound edge shaped steel of the precast stair beam overlapped.
This sleeper formula is assembled the job practices of building to withstand earthquake entirely, and construction sequence is as follows:
Step 1: the installation of basis and first floor prefabricated post: the reserved basic reserving rib bundle 15 of the construction on basis 7, the installation site absolute altitude is accurate, after concrete strength reaches installation requirement, reserves the installation of sleeper duct prefabricated post; During lifting, at the bottom of basic reserving rib bundle 15 insertion posts, reserve sleeper duct internal calibration in place, weld after with the steel disc pad, stablizing at cylinder, pre-embedded steel slab air spots place, in reserved sleeper duct, puts into sleeper reinforcing bar 6 and basic reserving rib bundle 15 overlap joints; The centring ring 16 of collar shape on sleeper reinforcing bar 6, in reserved sleeper duct, pouring pea gravel concreten 19 is to the reserved sleeper opening of the channel 300mm-500mm of distance capital place;
The installation of step 2, bean column node and floor: hoisting prefabricated beam 8 or prefabricated beam type wallboard 17, after in place, by beam bound edge shaped steel 11 and 10 welding or the anchorings of beam column edge sealing steel plate, then carry out the installation of precast floor slab, between plate seam, add steel fabric sheet and prevent slab-joint cracking, described prefabricated beam type wallboard bottom and basis be connected with step 1 basic with first floor prefabricated post post at the bottom of be connected identical;
Step 3, at bean column node place and wall column Nodes fluid concrete;
The installation of step 4, upper strata prefabricated post: when lower floor's prefabricated post relevant position setting-out hoisted in position, the reserving rib of lower floor's prefabricated post inserts in the reserved sleeper duct 5 of upper strata prefabricated post, after in place, carry out the welding of beam column edge sealing steel plate 10, in the reserved sleeper duct of upper strata prefabricated post, put into sleeper reinforcing bar 6, and in hole, pour into a mould pea gravel concreten 19, and vibration compacting, cast while being left to more upper strata prefabricated post docking apart from the Kong Dingwei pouring section;
The installation of step 5, precast stair; Described prefabricated sleeper formula stair wall 22 mounting methods are with the installation of step 1 post, and the mounting method of described precast stair beam 23 and prefabricated sleeper formula stair wall 22 is with the installation of step 2 bean column node, and the installation of prefabricated half space beam 24 is installed with conventional;
Step 6, concrete curing, successively construction is to binding.
Claims (9)
1. a sleeper formula is assembled building to withstand earthquake entirely, comprises basis (7), prefabricated post, precast beam (8), prefabricated panel, precast floor slab and precast stair, it is characterized in that:
The cylinder of described prefabricated post is to be formed by reinforced concrete prefabricated, the core of cylinder along the column length direction have at least one elongated be used to wearing reinforcing bar, fluid concrete, construct the reserved sleeper duct (5) of sleeper, in described reserved sleeper duct (5), be installed with a branch of sleeper reinforcing bar (6), and being solidified as sleeper in cylinder with the pea gravel concreten (19) of cast, the top of reserved sleeper duct prefabricated post is connected with beam column edge sealing steel plate (10);
The position of the inherent joint pin in described basis (7) is embedded with pre-embedded steel slab (20) and basic reserving rib bundle (15) in basis, the bundle number that described basic reserving rib bundle (15) protrudes upward is identical with reserved sleeper duct prefabricated post number, its extension elongation is not less than 600mm, described basic reserving rib bundle (15) stretch out termination from reserved sleeper opening of the channel at the bottom of the post of reserved sleeper duct prefabricated post pierce into duct in sleeper reinforcing bar (6) overlap joint, lap-joint is by centring ring (16) and steel bar end (18) anchoring
Expose at the two ends of described precast beam (8) built-in fitting, described built-in fitting passes the part that sleeper reinforcing bar (6) stretches out capital, at bean column node place anchoring together, the Si Ge corner, two ends of precast beam (8) is embedded with beam bound edge shaped steel (11), described beam bound edge shaped steel (11) welds at the bean column node place with beam column edge sealing steel plate (10), and be consolidated into one with concrete
Described prefabricated panel is the prefabricated beam type wallboard (17) of beam wall one, expose at the two ends at the beam position of prefabricated beam type wallboard (17) built-in fitting, this built-in fitting passes the part that sleeper reinforcing bar (6) stretches out capital, at bean column node place anchoring together, its anchorage length is not less than 300mm, and the pouring concrete on the concrete of this bean column node and sleeper top is integrated.
2. sleeper formula according to claim 1 is assembled building to withstand earthquake entirely, it is characterized in that: the cylinder of described prefabricated post is that cross section is that criss-cross cross column (1), cross section are that T-shaped t head post (2), cross section are that L shaped corner post (3) or cross section piled up neatly the door side column (4) of shape for door.
3. sleeper formula according to claim 2 is assembled building to withstand earthquake entirely, it is characterized in that: the end socket steel plate of the Nodes of described precast beam and t head post (2) is rectangle end socket prewelding steel plate (13); The end socket steel plate at the bean column node place of described precast beam and corner post (3) or door side column (4) is turning shape end socket prewelding steel plate (14).
4. sleeper formula according to claim 1 and 2 is assembled building to withstand earthquake entirely, it is characterized in that: described built-in fitting is beam embedded ribs (12) or the pre-buried shaped steel of beam (21).
5. sleeper formula according to claim 1 and 2 is assembled building to withstand earthquake entirely, it is characterized in that: described beam column edge sealing steel plate (10) and beam bound edge shaped steel (11) are angle steel or channel-section steel, and its extension elongation is not less than 250mm.
6. sleeper formula according to claim 1 and 2 is assembled building to withstand earthquake entirely, it is characterized in that: described centring ring (16) external diameter is slightly smaller than reserved sleeper duct internal diameter, the inboard welding of circle three steel bar ends (18), sleeper reinforcing bar (6) inserts in the space in steel bar end, and every of described sleeper reinforcing bar is installed three above centring rings.
7. sleeper formula according to claim 1 and 2 is assembled building to withstand earthquake entirely, it is characterized in that: the member of described precast stair comprises prefabricated sleeper formula stair walls (22), precast stair beam (23), prefabricated half space beam (24) and prefabricated bench (25), the reserved sleeper duct identical with reserving sleeper duct prefabricated post left in described prefabricated sleeper formula stair walls (22) both sides, described reserved sleeper has the sleeper reinforcing bar in duct, wall top two upper lateral parts are connected with beam column edge sealing steel plate, the beam bound edge shaped steel of precast stair beam (23) and beam column edge sealing Plate Welding or anchoring, the bench beam welds or anchoring with the bound edge shaped steel of the precast stair beam overlapped.
8. sleeper formula according to claim 4 is assembled building to withstand earthquake entirely, it is characterized in that: the pre-buried shaped steel of described beam (21) is angle steel, i iron or channel-section steel.
9. job practices that the sleeper formula is assembled building to withstand earthquake entirely is characterized in that construction sequence is as follows:
Step 1: the installation of basis and first floor prefabricated post: the reserved basic reserving rib bundle (15) of the construction on basis (7), the installation site absolute altitude is accurate, after concrete strength reaches installation requirement, reserves the installation of sleeper duct prefabricated post; During lifting, at the bottom of basis reserving rib bundle (15) inserted post, reserved sleeper duct internal calibration was in place, weld after with the steel disc pad, stablizing at cylinder, pre-embedded steel slab air spots place, in reserved sleeper duct, puts into sleeper reinforcing bar (6) and basic reserving rib bundle (15) overlap joint; The centring ring (16) of the upper collar shape of sleeper reinforcing bar (6), in reserved sleeper duct, pouring pea gravel concreten (19) is to apart from capital, reserving sleeper opening of the channel 300mm-500mm place;
The installation of step 2, bean column node and floor: hoisting prefabricated beam (8) or prefabricated beam type wallboard (17), after in place, by beam bound edge shaped steel (11) and beam column edge sealing steel plate (10) welding or anchoring, then carry out the installation of precast floor slab, between plate seam, add steel fabric sheet and prevent slab-joint cracking, described prefabricated beam type wallboard bottom and basis be connected with step 1 basic with first floor prefabricated post post at the bottom of be connected identical;
Step 3, at bean column node place and wall column Nodes fluid concrete;
The installation of step 4, upper strata prefabricated post: when lower floor's prefabricated post relevant position setting-out hoisted in position, the reserving rib of lower floor's prefabricated post inserts in the reserved sleeper duct (5) of upper strata prefabricated post, after in place, carry out the welding of beam column edge sealing steel plate (10), in the reserved sleeper duct of upper strata prefabricated post, put into sleeper reinforcing bar (6), and in hole, pour into a mould pea gravel concreten (19), and vibration compacting, cast while being left to more upper strata prefabricated post docking apart from the Kong Dingwei pouring section;
The installation of step 5, precast stair;
Step 6, concrete curing, successively construction is to binding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104544241A CN102493603B (en) | 2011-12-30 | 2011-12-30 | Prefabricated column of reserved concealed column channel, concealed column type complete assembled earthquake-resistant building and its method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104544241A CN102493603B (en) | 2011-12-30 | 2011-12-30 | Prefabricated column of reserved concealed column channel, concealed column type complete assembled earthquake-resistant building and its method |
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| CN102493603A CN102493603A (en) | 2012-06-13 |
| CN102493603B true CN102493603B (en) | 2013-11-27 |
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| CN103741804B (en) * | 2013-12-30 | 2015-12-30 | 王东彬 | The syndeton of a kind of combined body of wall and concrete beam |
| CN104594528B (en) * | 2014-12-11 | 2017-02-22 | 天津住宅集团建设工程总承包有限公司 | Prefabricated connecting beam and prefabricated wall connecting end construction method |
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| CN201801980U (en) * | 2010-09-30 | 2011-04-20 | 王泽飞 | Structure of composite wall body produced by taking stone columns and stone plates as main bodies |
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