CN105714958A - Beam and wall integral outer wall board of prefabricated sectional steel beam - Google Patents
Beam and wall integral outer wall board of prefabricated sectional steel beam Download PDFInfo
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- CN105714958A CN105714958A CN201610116410.1A CN201610116410A CN105714958A CN 105714958 A CN105714958 A CN 105714958A CN 201610116410 A CN201610116410 A CN 201610116410A CN 105714958 A CN105714958 A CN 105714958A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
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Abstract
The invention discloses a beam and wall integral outer wall board of a prefabricated sectional steel beam. The beam and wall integral outer wall board comprises a plurality of prefabricated sectional steel beam and wall integral units, wherein each prefabricated sectional steel beam and wall integral unit comprises a sectional steel beam, a sectional steel beam concrete covering layer, an under-beam concrete outer wall board and an on-bam concrete wall pier; the beam end of the sectional steel beam is provided with a structure element used for rigid connection; the upper end of the under-beam concrete outer wall and the lower end of the on-beam concrete wall pier are provided with vertical steel bars anchored into the sectional steel beam concrete covering layer; the sectional steel beam, the sectional steel beam concrete covering layer, the under-beam concrete outer wall plate and the on-beam concrete wall pier are integrally formed. The beam and wall integral outer wall board has the advantages that under the condition of not influencing the structure performance of the sectional steel beam framework, the under-beam concrete outer wall board and the sectional steel beam are used as a prefabricated unit to be integrally manufactured; the building space is saved; the manufacturing and hanging efficiency is improved. The beam and wall integral outer wall board has the beneficial effects that the economic benefits are good; the quake-proof performance and the fireproof performance are good, and the like.
Description
Technical field
The present invention relates to beam wall one weight external wall plate of a kind of wallboard, particularly prefabrication type girder steel.
Background technology
General precast wall panel and section steel beam are to make respectively, and other component of section steel beam and main structure body installs, then lifts Side fascia.Side fascia hangs on section steel beam outer side edges, and indoor are often deeply excessive because of beam, beam position clear height and be greatly decreased, take certain space, slightly not enough in perception, and the section steel beam exposed also needs to adopt fire proofing material to carry out fire prevention cladding design.Beam is extrapolated in wallboard, free space strengthens, if the precast beam postponed outward and prefabricated panel make respectively as independent component, install need to first wallboard be adjusted in place, hoisting prefabricated beam again, precast beam is very high with the piece required precision of dry wall scene, and wallboard upper limb is limited with the connection space of post-positioned connectors under beam, applies difficulty.
Summary of the invention
It is an object of the invention to provide a kind of building that increases to use space, improve making and beam wall one weight external wall plate of the prefabrication type girder steel of lifting efficiency, it is further provided beam wall one weight external wall plate of the prefabrication type girder steel that a kind of economical and practical shock resistance, good waterproof performance, fire protecting performance are excellent.
The present invention solves that technical problem is by the following technical solutions:
Beam wall one weight external wall plate of prefabrication type girder steel, including multiple prefabrication type girder steel wall integrated units, described prefabrication type girder steel wall integrated unit includes under section steel beam, section steel beam concrete clad, beam concrete wall pier on concrete external wall panel and beam, and the beam-ends of described section steel beam is provided with structural member for just connecing；Under described beam concrete external wall panel upper end and on beam the lower end of concrete wall pier be provided with vertical reinforcement and anchor in section steel beam concrete clad；Under section steel beam, section steel beam concrete clad, beam, on concrete external wall panel, beam, concrete wall pier is one-body molded.
The construction features of the present invention also resides in:
The structural member of the beam-ends of described section steel beam is the section steel beam two ends section of stretching out without concrete parcel that shaped steel two ends stretch out that section steel beam concrete clad is formed, the described section steel beam two ends section of stretching out without concrete parcel is provided with connecting plate, described is connected with the shaped steel welding in post or wall or bolt without the section steel beam two ends section of stretching out of concrete parcel, connecting plate, is used for ensureing that the node of section steel beam and post or wall can transmit moment of flexure.
Under described beam, concrete external wall panel is single layer concrete wall or concrete sandwich thermal insulated wall；When under described beam, concrete external wall panel is concrete sandwich thermal insulated wall, shaped steel surface in described section steel beam is provided with warming plate cladding, shaped steel surface directly contacts with section steel beam concrete clad and bond area reduces, shaped steel upper and lower surface is provided with multiple peg, and described peg is used for ensureing that the deformation of described section steel beam, warming plate, section steel beam concrete layer is collaborative.
Under described beam, concrete external wall panel is located at immediately below section steel beam, makes section steel beam with concrete external wall panel under beam in the same plane, and under described beam, concrete external wall panel width is less than the clear span of section steel beam；Under described beam, the vertical reinforcement of concrete external wall panel anchors into section steel beam concrete clad, is that middle close two ends are sparse along section steel beam length direction；And the two end portions of described section steel beam concrete clad leaves certain length and is not connected to or Weak link with concrete external wall panel under beam.
Under described beam, concrete external wall panel lower edge arranges adjustment ironware, and on beam, concrete wall pier upper limb is provided with and coordinates the jointer adjusting ironware, for the assembling up and down of prefabrication type girder steel wall integrated unit.
Under described beam low outside concrete external wall panel lower edge, inner side is high；On beam low outside concrete wall pier upper limb, inner side is high；When prefabrication type girder steel wall integrated unit assembles up and down, under beam, concrete external wall panel and beam form step-like abutment joint between concrete wall pier, the outside ecto-entad of described step-like abutment joint be provided with outer side seal glue, elastic blend stop, the inner side of described step-like abutment joint is provided with inner side fitting type rubber bar for sealing.
Form perpendicular piece between concrete external wall panel both sides and post or wall under described beam, described perpendicular piece from outside to inside be provided with outer side seal glue, elastic blend stop and inner side fitting type rubber bar for sealing；Described outer side seal glue and adjacent elastic blend stop match with inner side fitting type rubber bar and perpendicular piece are sealed and formed water guide decompression cavity.
Described inner side fitting type rubber bar includes elastomeric seal portions and connects root.
Compared with the prior art, beneficial effects of the present invention is embodied in:
1, present configuration is one-body molded, saves space.The present invention is when the structural behaviour of not effect type girder steel, concrete external wall panel under beam and section steel beam are carried out integral manufacturing as a prefabricated unit, not only there is good globality, also save space, improve the efficiency making and lifting, shorten the construction period.
2, the present invention is good in economic efficiency.Prefabrication type girder steel wall integrated unit in the present invention, section steel beam is wrapped up by section steel beam concrete clad, has good fire protecting performance, without fire cladding of separately setting up defences, and reduces material, saves cost, have good economic benefit.
3, the present invention maintains the lateral deformation capacity of main structure itself.Concrete external wall panel and with piece reserved perpendicular between the post in facade or wall under the beam of the present invention, it is ensured that the lateral deformation capacity of agent structure.
4, anti-seismic performance of the present invention is good.Under the beam of the present invention, concrete external wall panel docks with on beam, concrete wall pier is seamed, and is provided with the adjustment ironware and jointer that cooperate.When agent structure lateral displacement, under beam on concrete external wall panel and beam concrete wall pier still can relative sliding displacement, reduce the concrete external wall panel unfavorable restriction to section steel beam under geological process underbeam.
5, good waterproof performance of the present invention.The upper and lower end of prefabrication type girder steel wall integrated unit of the present invention is provided with step surface, is vertically connected with under beam on concrete external wall panel and beam between concrete wall pier；The step-like abutment joint formed when being vertically connected with between concrete wall pier on concrete external wall panel and beam under described beam, adopts outer side seal glue, elastic blend stop, inner side fitting type rubber bar to be used for sealing.The water guide decompression cavity that concrete external wall panel both sides are formed under beam, it is ensured that the water-proof function of the metope of concrete external wall panel under beam.
6, the present invention more environmental protection.The present invention is prefabrication type girder steel wall integrated unit, on-the-spot without formwork, it is not necessary to set up external scaffolding, can reach dustless environment protecting green construction.
Accompanying drawing explanation
Four prefabrication type girder steel wall integrated units that Fig. 1 is the present invention assemble schematic diagram
Fig. 2 is the prefabrication type girder steel wall integrated combination enclosure wall unit front view of the present invention
Fig. 3 is the prefabrication type girder steel wall integrated combination enclosure wall cell side view of the present invention
Fig. 4 is the prefabrication type girder steel wall integrated combination enclosure wall unit shaft view of the present invention
Fig. 5 is the prefabrication type girder steel wall integrated combination enclosure wall unit beam-ends detail drawing of the present invention
Fig. 6 is the prefabrication type girder steel wall one beam section connection detail of the present invention
Fig. 7 is prefabrication type girder steel wall integrated combination enclosure wall unit perpendicular piece detail drawing and the latasuture detailed top plan view up and down of the present invention
Accompanying drawing labelling: concrete wall pier 3 on concrete external wall panel 2, beam under section steel beam 1, beam, without the section steel beam two ends section of stretching out 4 of concrete parcel, peg 41, warming plate 42, section steel beam concrete clad 43, connecting plate 5, adjust ironware 6, jointer 7, vertical reinforcement 8, post or wall 9, water guide decompression cavity 10, inner side fitting type rubber bar 11, outer side seal glue 12, elastic blend stop 13, elastomeric seal portions 14, connect root 15.
Detailed description of the invention
Beam wall one weight external wall plate of prefabrication type girder steel, including some prefabrication type girder steel wall integrated units, described prefabrication type girder steel wall integrated unit includes under section steel beam 1, beam concrete wall pier 3 on concrete external wall panel 2 and beam, section steel beam concrete clad 43, the beam-ends of described section steel beam is provided with structural member for just connecing；Under described beam concrete external wall panel upper end and on beam the lower end of concrete wall pier be provided with vertical reinforcement 8 and anchor into section steel beam concrete clad；Under section steel beam, section steel beam concrete clad, beam, on concrete external wall panel, beam, concrete wall pier is one-body molded.Described vertical reinforcement anchors into the length in section steel beam concrete clad, reaches anchorage length of steel bar requirement, and the quantity anchoring into the vertical reinforcement of section steel beam concrete clad is determined by concrete external wall panel bearing capacity calculation under beam.Under described beam in concrete external wall panel across the horizontal tension reinforcement of lower edge position, need to resist section steel beam mid span moment value.Under beam during concrete external wall panel design, calculate routinely, and consider that vertical load is partial to moment of flexure effect produced by concrete external wall panel under beam.Interior stress effect configuration reinforcement as described above, it is ensured that the anti-seismic performance of steel pier framework, ensure that under beam that the connection between concrete external wall panel and section steel beam is more solid and reliable simultaneously.
The structural member of the beam-ends of described section steel beam is the section steel beam two ends section of stretching out 4 without concrete parcel that shaped steel two ends stretch out that section steel beam concrete clad is formed, the described section steel beam two ends section of stretching out without concrete parcel is provided with connecting plate 5, described is connected with the shaped steel welding in post or wall 9 or bolt without the section steel beam two ends section of stretching out of concrete parcel, connecting plate, is used for ensureing that the node of section steel beam and post or wall can transmit moment of flexure.
Under described beam, concrete external wall panel is single layer concrete wall or concrete sandwich thermal insulated wall；When under described beam, concrete external wall panel is concrete sandwich thermal insulated wall, shaped steel surface in described section steel beam is provided with warming plate 42 and is coated with, shaped steel surface directly contacts with section steel beam concrete clad 43 and bond area reduces, shaped steel upper and lower surface is provided with multiple peg 41, and described peg is used for ensureing that the deformation of described section steel beam, warming plate, section steel beam concrete clad is collaborative.
Under described beam, concrete external wall panel is located at immediately below section steel beam, makes section steel beam with concrete external wall panel under beam in the same plane, and under described beam, concrete external wall panel width is less than the clear span of section steel beam；Under described beam, the vertical reinforcement of concrete external wall panel anchors into section steel beam concrete clad, is that middle close two ends are sparse along section steel beam length direction；And the two end portions of described section steel beam concrete clad leaves certain length and is not connected to or Weak link with concrete external wall panel under beam.Under described beam on concrete external wall panel and beam in the vertical reinforcement insert type girder steel concrete clad of concrete wall pier time, beam-ends position sets concrete external wall panel and section steel beam concrete clad Weak link measure under beam, namely the quantity of vertical reinforcement that the two ends of beam are inserted is compared mid portion and is suitably reduced, it is likely in Plastic hinge length at beam-ends, connecting reinforcing bar to be configured by the bar spacing of Crack Control Design requirements of plate in specification and minimum steel ratio, Plastic hinge length is about beam-ends bean column node 1 times of deck-molding outward by current conventional design experience value.Cut with scissors connection reinforcing bar in length in non-property to configure by wallboard conventionally calculation and be uniformly arranged.Under doing beam during the Reinforcement Design of concrete external wall panel, concrete external wall panel restraint release under the beam of beam-ends, release length is approximately structure depth of beam, is about beam-ends Plastic hinge length.The little at least 20mm of the clear span of concrete external wall panel width ratio section steel beam under described beam, improves the deformability of beam column frame, improves shock resistance.
Under described beam, concrete external wall panel lower edge arranges adjustment ironware 6, and on beam, concrete wall pier upper limb is provided with and coordinates the jointer 7 adjusting ironware, for the assembling up and down of prefabrication type girder steel wall integrated unit.When described adjustment ironware docks with jointer, displacement outside concrete external wall panel lower edge plane under docking node only restraint beam, but have no effect under beam and have slip ability in concrete external wall panel lower rim plane.
Under described beam low outside concrete external wall panel lower edge, inner side is high；On beam low outside concrete wall pier upper limb, inner side is high；When prefabrication type girder steel wall integrated unit assembles up and down, under beam, concrete external wall panel and beam form step-like abutment joint between concrete wall pier, the outside ecto-entad of described step-like abutment joint be provided with outer side seal glue 12, elastic blend stop 13, the inner side of described step-like abutment joint is provided with inner side fitting type rubber bar 11 for sealing.
Form perpendicular piece between concrete external wall panel both sides and post or wall under described beam, described perpendicular piece from outside to inside be provided with outer side seal glue, elastic blend stop and inner side fitting type rubber bar for sealing；Described outer side seal glue and adjacent elastic blend stop match with inner side fitting type rubber bar and perpendicular piece are sealed and formed water guide decompression cavity 10.
Described inner side fitting type rubber bar includes elastomeric seal portions 14 and connects root 15.The elastomeric seal portions of the described inner side fitting type rubber bar for sealing seals by mutually extruding.Described elastomeric seal portions is elastic hollow structural member.
When being embodied as, beam wall one weight external wall plate of the prefabrication type girder steel of the present invention, when making in factory's flat board die station, under beam concrete clad steel reinforcement cage, section steel beam and beam, the bar-mat reinforcement in concrete external wall panel makes respectively, when entering mould, vertical reinforcing bar inserts in beam concrete clad steel reinforcement cage.When under beam, concrete external wall panel is heat insulating sandwich wallboard, concreting in lifts, lower floor's bar-mat reinforcement of concrete external wall panel under beam, beam concrete clad steel reinforcement cage, adjust ironware and jointer arrange in place after, build and the concrete layer of siphonal lobe wall equal thickness, place insulation material, place concrete external wall panel top mat under beam again, finally build upper strata concrete layer；When under beam, concrete external wall panel is single layer concrete wall, the bar-mat reinforcement in concrete external wall panel under beam concrete clad steel reinforcement cage, section steel beam, beam, adjust ironware and jointer arrange in place after, one-piece casting, integrally formed.On its central sill, concrete wall pier can be left to cast in situs in advance.
Beam wall one weight external wall plate of the section steel beam of the present invention is according to various possible vertical loads and horizontal loading, the working condition such as concrete exterior wall board plane external load under beam, the concrete external wall panel impact on section steel beam under computational analysis beam, by influential effect, concrete external wall panel under beam carried out corresponding reinforcing bar configuration, it is possible to ensure that the performance of the present invention meets structuring concept requirement simultaneously.Ensureing that under beam, concrete external wall panel adapts to agent structure deformation requirements, and meet structure entirety strong column and weak beam conceptual design requirement, concrete data are as follows:
Under beam, concrete external wall panel is located at immediately below structural beams, makes structural beams with concrete external wall panel under beam in the same plane, and under beam, the clear span of concrete external wall panel width ratio structural beams is little, to ensure structure lateral deformation capacity.By specification JGJ3 and JGJ99, the elastic displacement angle limit value of concrete frame structure is 1/550, and plastic displacement angle limit value is 1/50；The elastic displacement angle limit value of steel structure frame structure is 1/250, and plastic displacement angle limit value is 1/70；Concrete frame-shear wall structure or steel framework-concrete shear wall structure elastic displacement angle limit value 1/800, plastic displacement angle limit value is 1/100；The concrete frame building of floor height 2.9m-4.5m, inter-storey elastic displacement limit value is 5.3-8.2mm, and plasticity interlayer limit displacement value is 58-90mm；Steel framed building, inter-storey elastic displacement limit value is 11.6-18mm, and plasticity interlayer limit displacement value is 41-64mm；And frame-shear structure building, elastic displacement angle limit value is at 3.7-5.7mm, and interlayer plastic displacement limit value is 29-45mm.With reference to agent structure Deflection Bound and execution conditions, carry out perpendicular piece width design.Consider that perpendicular piece is excessive, being unfavorable for sealing gluing, during design, under beam, the perpendicular piece of splitting between the metope of concrete external wall panel generally leaves and takes the width of 20-25mm in advance, this design foot is when geological process is set up defences in guarantee, and agent structure elastic deformation is not affected by concrete external wall panel under beam.
Hereinafter adopt Ansys finite element program, concrete and steel plate are simulated in bulk body unit (three-dimensional 6 body 20 nodes), adopts C40 concrete strength and Q345 steel parameter, the component of beam wall one weight external wall plate of section steel beam is carried out flexibility analysis.For making comparisons with beams of concrete wall one framework, active force takes from certain 26 layer concrete frame-shear structure residential housing corresponding internal force of overall calculation analysis.This building is positioned at seismic acceleration 0.10g area, and seismic behavior is two grades.First take a certain single Pin single span concrete frame-type in monolayer and carry out modeling, post there is vertical uniform load q with Liang Shangjun, capital has horizontal loads, this calculating mainly checking is under considering beam during concrete external wall panel stiffness effect, and under beam, post and beam, the internal force between each component of concrete external wall panel distributes.Result of calculation is as follows: the frame model of beam wall one weight external wall plate of the section steel beam of this list Pin single span, and under the geological process considering 7 degree of fortification intensities, maximum horizontal sidesway is 0.446mm, and now concrete beam end beam soffit stress is maximum, for reaching cracking at first.Illustrate through this software analysis result: the width of the 20-25mm that framework amount of side-shift is reserved much smaller than perpendicular piece.Concrete external wall panel under beam in beam wall integrated unit, does not affect the displacement of framework sidesway, maintains strong column and weak beam conceptual design requirement.
Consider that perpendicular piece is excessive, being unfavorable for sealing gluing, during design, under beam, the perpendicular piece of splitting between the metope of concrete external wall panel generally leaves and takes the width of 20-25mm in advance, this design foot is when geological process is set up defences in guarantee, and agent structure elastic deformation is not affected by concrete external wall panel under beam.
Hereinafter adopt Ansys finite element program, concrete and steel plate are simulated in bulk body unit (three-dimensional 6 body 20 nodes), adopt C40 concrete strength and Q345 steel parameter, the component of beam wall one weight external wall plate of section steel beam is carried out flexibility analysis, and active force takes from certain 26 layer concrete frame-shear structure residential housing corresponding internal force of overall calculation analysis.This building is positioned at seismic acceleration 0.10g area, and seismic behavior is two grades.Take a certain single Pin single span framework of monolayer and carry out modeling, on post and all have vertical uniform load q in structural beams, capital has horizontal loads, and this calculatings mainly is verified, under considering beam during concrete external wall panel stiffness effect, under structural beams, post and beam, the internal force between each component of concrete external wall panel distributes.Result of calculation is as follows: the frame model of structural beams wall one weight external wall plate of this list Pin single span, and under the geological process considering 7 degree of fortification intensities, maximum horizontal sidesway is 0.446mm, and now concrete beam end beam soffit stress is maximum, for reaching cracking at first.Software analysis result illustrates: the width of the 20-25mm that framework amount of side-shift is reserved much smaller than perpendicular piece.Concrete external wall panel under beam in structural beams wall integrated unit, does not affect the displacement of framework sidesway, maintains strong column and weak beam conceptual design requirement.When under beam-ends position and beam, concrete external wall panel sets and is not connected to horizontal joint, the Connection Release of concrete external wall panel and beam-ends position under beam, now maximum horizontal sidesway slightly adds greatly 0.463mm. and illustrates that beam-ends arranges Weak link or is not connected to, and increases further the deformability of frame structure.
For component in the beam wall integrated unit of section steel beam, namely pass through with the shaped steel in steel column or profile steel concrete column to weld without the section steel beam two ends section of stretching out of concrete parcel, connecting plate and bolt carries out just connecing in succession.Consider same geological process, adopt Ansys finite element software to carry out another simulation to calculate, loading result of calculation is as follows: described software analysis result shows, now framework amount of side-shift maximum horizontal sidesway 0.749mm, and the stress of section steel beam is still greater than the steel column in post, the 20mm width that framework amount of side-shift is generally reserved much smaller than perpendicular piece.Result of calculation illustrates, concrete external wall panel under the beam in section steel beam wall integral wall board member, does not affect the displacement of framework sidesway, and can keep strong column and weak beam concept.
As only considered vertical uniform load q, when designing without seismic action combination.Result of calculation shows: only during vertical uniform load q, girder span middle section likely total cross-section pressurized, and tensile region, cross section is likely to be transferred under beam concrete external wall panel span centre hypodermis.Therefore, in designing without seismic combination, it is considered to the Moment under this operating mode all should be able to be resisted across arrangement of reinforcement in the cross section of the beam wall one weight external wall plate component of section steel beam in tension arrangement of reinforcement with isolated beam and avoid concrete external wall panel hypodermis premature rupture under beam.The acting force arm of the cross section tension reinforcement of the beam wall one weight external wall plate component of section steel beam is relatively big, and under beam, concrete external wall panel spaning middle section arrangement of reinforcement demand is relatively small, and those skilled in the art arrange vertical reinforcement without difficulty.
Above preferred embodiment of the present invention is described, but is not to be construed as limitations on claims.The present invention is not only limited to above example, and its concrete structure allows to change, and those skilled in the art can make various change and deformation according to the present invention, without departing from the spirit of the present invention, belongs to the scope that claims of the present invention are defined.
Claims (8)
1. beam wall one weight external wall plate of prefabrication type girder steel, including multiple prefabrication type girder steel wall integrated units, it is characterized in that: described prefabrication type girder steel wall integrated unit includes under section steel beam (1), section steel beam concrete clad (43), beam concrete wall pier (3) on concrete external wall panel (2) and beam, and the beam-ends of described section steel beam (1) is provided with structural member for just connecing；Under described beam concrete external wall panel (2) upper end and on beam the lower end of concrete wall pier (3) be provided with vertical reinforcement (8) and anchor in section steel beam concrete clad (43)；Under section steel beam (1), girder steel concrete clad (43), beam, on concrete external wall panel (2), beam, concrete wall pier (3) is one-body molded.
2. beam wall one weight external wall plate of prefabrication type girder steel according to claim 1, it is characterized in that: the structural member of the beam-ends of described section steel beam (1) includes the section steel beam two ends section of stretching out (4) without concrete parcel, the described section steel beam two ends section of stretching out (4) without concrete parcel are provided with connecting plate (5), described it is connected with the shaped steel welding in post or wall (9) or bolt without the section steel beam two ends section of stretching out (4) of concrete parcel, connecting plate (5), is used for ensureing that the node of section steel beam (1) and post or wall (9) can transmit moment of flexure.
3. beam wall one weight external wall plate of prefabrication type girder steel according to claim 1, it is characterised in that: under described beam, concrete external wall panel (2) is single layer concrete wall or concrete sandwich thermal insulated wall；When under described beam, concrete external wall panel (2) is for concrete sandwich thermal insulated wall, shaped steel surface in described section steel beam (1) is provided with warming plate (42) cladding, section steel beam concrete clad (43) directly contacts and bond area reduces, shaped steel upper and lower surface is provided with multiple peg (41), and described peg (41) is used for ensureing that the deformation of described section steel beam, warming plate (42), section steel beam concrete clad (43) is collaborative.
4. beam wall one weight external wall plate of the prefabrication type girder steel according to claim 1-3, it is characterized in that: under described beam, concrete external wall panel (2) is located at immediately below section steel beam (1), making section steel beam (1) with concrete external wall panel (2) under beam in the same plane, under described beam, concrete external wall panel (2) width is less than the clear span of section steel beam (1)；Under described beam, the vertical reinforcement (8) of concrete external wall panel (2) is that middle close two ends are sparse along section steel beam (1) length direction；And the two end portions of described section steel beam concrete clad (43) leaves certain length and is not connected to or Weak link with concrete external wall panel under beam.
5. beam wall one weight external wall plate of prefabrication type girder steel according to claim 1, it is characterized in that: under described beam, concrete external wall panel (2) lower edge arranges adjustment ironware (6), on beam, concrete wall pier (3) upper limb is provided with and coordinates the jointer (7) adjusting ironware (6), for the assembling up and down of prefabrication type girder steel wall integrated unit.
6. beam wall one weight external wall plate of prefabrication type girder steel according to claim 5, it is characterised in that: low outside concrete external wall panel (2) lower edge under described beam, inner side is high；On beam low outside concrete wall pier (3) upper limb, inner side is high；When prefabrication type girder steel wall integrated unit assembles up and down, under beam, concrete external wall panel (2) and beam form step-like abutment joint between concrete wall pier (3), the outside ecto-entad of described step-like abutment joint be provided with outer side seal glue (12), elastic blend stop (13), the inner side of described step-like abutment joint is provided with inner side fitting type rubber bar (11) and is used for sealing.
7. beam wall one weight external wall plate of prefabrication type girder steel according to claim 1, it is characterized in that: form perpendicular piece between concrete external wall panel (2) both sides and post or wall (9) under described beam, described perpendicular piece be provided with outer side seal glue (12), elastic blend stop (13) and inner side fitting type rubber bar (11) from outside to inside is used for sealing；Described outer side seal glue (12) and adjacent elastic blend stop (13) match with inner side fitting type rubber bar (11) and perpendicular piece are sealed and formed water guide decompression cavity (10).
8. beam wall one weight external wall plate of the prefabrication type girder steel according to claim 6,7, it is characterised in that: described inner side fitting type rubber bar includes elastomeric seal portions (14) and connects root (15).
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284753A (en) * | 2016-08-15 | 2017-01-04 | 安徽鸿路钢结构(集团)股份有限公司 | Steel construction and the attachment structure of precast slab |
| CN108312293A (en) * | 2018-04-23 | 2018-07-24 | 中国二十二冶集团有限公司 | The prefabricated interior wall board manufacturing method of assembly concrete of subsidiary girder steel |
| CN114117604A (en) * | 2021-11-24 | 2022-03-01 | 深圳须弥云图空间科技有限公司 | Data processing method and device, electronic equipment and computer readable storage medium |
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|---|---|
| CN105714958B (en) | 2018-11-20 |
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