CN113417501A - Steel connection structure for eliminating bidirectional errors - Google Patents
Steel connection structure for eliminating bidirectional errors Download PDFInfo
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- CN113417501A CN113417501A CN202110796215.9A CN202110796215A CN113417501A CN 113417501 A CN113417501 A CN 113417501A CN 202110796215 A CN202110796215 A CN 202110796215A CN 113417501 A CN113417501 A CN 113417501A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 120
- 239000010959 steel Substances 0.000 title claims abstract description 120
- 230000002457 bidirectional effect Effects 0.000 title claims abstract description 21
- 238000005192 partition Methods 0.000 claims abstract description 134
- 210000001503 joint Anatomy 0.000 claims description 46
- 239000012634 fragment Substances 0.000 claims description 36
- 230000008878 coupling Effects 0.000 claims description 12
- 238000010168 coupling process Methods 0.000 claims description 12
- 238000005859 coupling reaction Methods 0.000 claims description 12
- 230000002146 bilateral effect Effects 0.000 claims 1
- 238000005034 decoration Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 13
- 238000009434 installation Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 8
- 230000006378 damage Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000003754 machining Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 230000007547 defect Effects 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 3
- 208000004350 Strabismus Diseases 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 238000005187 foaming Methods 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 125000003003 spiro group Chemical group 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
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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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
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- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
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- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to and discloses a steel connecting structure for eliminating bidirectional errors. Relates to the technical field of building decoration. The partition wall comprises a partition wall plate, an I-shaped steel beam arranged on the top of an original wall, a forked keel used for fixing the partition wall plate, and a plurality of angle steels used for connecting the I-shaped steel beam and the forked keel; one end of each angle steel is provided with a first strip-shaped through hole, the other end of each angle steel is provided with a second strip-shaped through hole, a plurality of first through holes are uniformly formed in the steel I-beam, a plurality of second through holes are uniformly formed in the Y-shaped keel, the angle steel further comprises a plurality of first connecting pieces, one end of each first connecting piece penetrates through one first strip-shaped through hole and one first through hole in sequence, and one end of each first connecting piece penetrates through one second strip-shaped through hole and one second through hole in sequence. The partition board is fixed through the fork-shaped keels, and the fork-shaped keels and the I-shaped steel beams arranged on the original wall top are connected through the plurality of angle steels, so that the partition board is installed.
Description
Technical Field
The invention relates to the technical field of building decoration, in particular to a steel connecting structure for eliminating bidirectional errors.
Background
The steel structure building has good anti-seismic performance, and compared with the traditional concrete building, the steel structure building replaces reinforced concrete with steel plates or profile steel, so that the strength is higher, and the anti-seismic property is better. And because the components can be manufactured in factories and installed on site, the construction period is greatly reduced. Because the steel can be repeatedly used, the construction waste can be greatly reduced, and the steel is more environment-friendly, so the steel is widely adopted by all countries in the world and is applied to industrial buildings and civil buildings. When the assembled steel structure partition wall is designed and constructed, holes can be made in advance for components such as steel beams, and the like, but certain errors can be inevitably caused due to technical defects of the holes, so that the wallboard cannot be installed or the installed partition wall is inclined, and the appearance requirement of partition wall installation cannot be met.
Chinese patent CN212562046U, kokai No. 2021-02-19 disclose a building assembled inner partition board mounting assembly, comprising a partition board body, wherein a mounting rail is mounted on the top of the partition board body, two guide blocks are arranged at the bottom of the mounting rail, a guide groove in sliding fit with the guide blocks is arranged at the top of the partition board body, mounting pieces are respectively arranged at two sides of the mounting rail in a fitting manner, the mounting pieces are fixedly mounted on the mounting rail through fastening bolts, a slot in inserting fit with the partition board body is arranged at the bottom of the mounting rail, the two guide blocks are both located in the inner cavity of the slot, a bottom rail is mounted at the bottom of the partition board body, three guide plates are fixedly connected at the top of the bottom rail, a slot matched with the guide plates is arranged at the bottom of the partition board body, long bolts are respectively arranged at two ends of the bottom of the partition board body in a penetrating manner, and both ends of the long bolt are in threaded connection with fastening nuts. This installation component easy operation, the equipment is convenient, has improved partition plate's installation effectiveness. However, when the installation assembly is connected with the three guide plates through the partition plate by the long bolts, a plurality of through holes need to be formed in the partition plate and the three guide plates at intervals, and certain errors can be inevitably caused due to the technical defect of hole making, so that the through holes in the partition plate and the three guide plates cannot be aligned, and the partition plate cannot be installed.
Disclosure of Invention
The invention aims to provide a steel connecting structure for eliminating bidirectional errors, which can eliminate errors caused by the technical defects of hole making during the installation of a partition board and realize the quick installation of the partition board.
The invention provides a steel connecting structure for eliminating bidirectional errors, which comprises a partition plate, a steel beam arranged on the top of an original wall, a keel for fixing the partition plate, and a plurality of pendants for connecting the steel beam and the keel, wherein one end part of each pendant is provided with a first strip-shaped through hole, the other end part of each pendant is provided with a second strip-shaped through hole, the steel beam is uniformly provided with a plurality of first through holes, and the keel is uniformly provided with a plurality of third strip-shaped through holes; the first connecting piece one end penetrates through the first strip-shaped through hole and the first through hole in sequence to enable the pendant to be fixedly connected with the steel beam, and the second connecting piece one end penetrates through the second strip-shaped through hole and the third strip-shaped through hole in sequence to enable the pendant to be fixedly connected with the keel.
Further, the pendant include with the first butt joint board of girder steel butt, with the second butt joint board of fossil fragments butt, first bar through-hole is located on the first butt joint board, second bar through-hole is located on the second butt joint board, first butt joint board one end connect perpendicularly in second butt joint board one end.
Further, the first strip-shaped through hole is perpendicular to the intersected side edge of the first abutting plate and the second abutting plate.
Further, the second strip-shaped through hole is perpendicular to the crossed side edge of the first abutting plate and the second abutting plate.
Further, the third strip-shaped through hole is parallel to the central axis of the keel.
Further, fossil fragments including be used for with the pendant is equipped with a tip connection's of second bar through-hole connecting portion, and is used for supplying the holding tank that partition plate one side end was pegged graft, and is a plurality of third bar through-hole evenly sets up on the connecting portion.
Furthermore, a gap is formed between one side end of the partition board and the top of the accommodating groove in the process of being inserted into the accommodating groove.
Further, the partition plate fixing device further comprises a fixing device for fixedly connecting two adjacent partition plates.
Furthermore, one end of the partition board is provided with a groove, and the other end of the partition board is provided with a protruding part matched with the groove.
Furthermore, the partition board adopts a light partition slat.
The steel connecting structure for eliminating the bidirectional error has the following gain effects:
(1) this steel connection structure is equipped with first bar through-hole at a tip of pendant, another tip is equipped with second bar through-hole, evenly be equipped with a plurality of first through-holes on the girder steel, evenly be equipped with a plurality of third bar through-holes on the fossil fragments, run through a first bar through-hole, a first through-hole respectively in proper order through a plurality of first connecting piece one ends, carry out fixed connection with a plurality of pendants and girder steel, a plurality of second connecting piece one end runs through a second bar through-hole, a third bar through-hole respectively in proper order, carry out fixed connection with a plurality of pendants and fossil fragments. Because the hanging part is provided with the strip-shaped through holes, when the centers of a plurality of first through holes formed in the steel beam are offset in the transverse direction, the first connecting piece can be transversely adjusted in the strip-shaped through holes, so that the transverse hole forming errors of the steel beam and the keel are eliminated;
(2) this steel connection structure's pendant includes the first butt joint board with the girder steel butt, with the second butt joint board of fossil fragments butt, on first butt joint board was located to first bar through-hole, on second butt joint board was located to second bar through-hole, first butt joint board one end vertical connection in second butt joint board one end. Set the pendant to constitute by first butt joint board and the second butt joint board of perpendicular connection, when the girder steel and fossil fragments are connected to the pendant, first butt joint board and girder steel butt, second butt joint board and fossil fragments butt, rethread first connecting piece one end runs through first bar through-hole on the first butt board in proper order, first through-hole, carry out fixed connection with first butt joint board and girder steel, second connecting piece one end runs through second bar through-hole on the second butt board in proper order, the second through-hole, carry out fixed connection with second butt joint board and fossil fragments. So connect first butt joint board and second butt joint board perpendicularly, be in order to make the fossil fragments that connect through the pendant keep perpendicular with the girder steel, because the girder steel is the level fixation at original wall crown to the wallboard of assurance fixing on the fossil fragments is vertical setting.
(3) This steel connection structure's first bar through-hole perpendicular to first butt joint board and the crossing side setting of second butt joint board, the crossing side setting of second bar through-hole perpendicular to first butt joint board and second butt joint board. The first strip-shaped through holes are formed in the first abutting plate, so that when the steel beam is provided with the first through holes, due to machining errors, the center lines of the first through holes are deviated in the transverse position, the transverse positions of the pendants can be adjusted through the first strip-shaped through holes, even when the center lines of the first through holes are deviated in the transverse position, the pendant fixed on the steel beam can still be aligned in the transverse position, therefore, the first strip-shaped through holes are arranged on the first abutting plate perpendicular to the crossed side edges of the first abutting plate and the second abutting plate, the adjusting effect of the first strip-shaped through holes can be exerted to the maximum extent, and the second strip-shaped through holes are arranged perpendicular to the crossed side edges of the first abutting plate and the second abutting plate.
(4) This steel connection structure's third bar through-hole sets up in parallel to the axis of fossil fragments. The setting of third bar through-hole is when preventing to set up a plurality of first through-holes at the girder steel, because machining error, the central line of a plurality of first through-holes has the skew in longitudinal position, thereby make behind a plurality of pendants and girder steel fixed connection, the central line of the corresponding connecting hole that sets up on the fossil fragments and the central line of the first bar through-hole on the pendant can not align on longitudinal position, lead to the second connecting piece can't run through first bar through-hole and third bar through-hole simultaneously, consequently set up a plurality of third bar through-holes on fossil fragments and be on a parallel with the axis of fossil fragments, can furthest's performance third bar through-hole's regulating action.
(5) This steel connection structure's fossil fragments are including being used for being equipped with a tip connection's of second bar through-hole connecting portion with the pendant to and be used for supplying the holding tank of partition plate one side end grafting, and a plurality of third bar through-holes evenly set up on connecting portion. The keel is arranged to be composed of a connecting part at the top and a containing groove at the bottom, a plurality of third strip-shaped through holes are arranged on the connecting part at intervals and used for being fixedly connected with angle steel, and the containing groove is used for being spliced with one side end of the partition board, so that the keel can fix the partition board, and after the keel and the steel beam are fixed through the angle steel, the partition board can be installed;
(6) a gap is arranged between one side end of the partition board of the steel connecting structure and the top of the containing groove when the side end of the partition board is inserted into the containing groove. One side end of the partition board is inserted into the accommodating groove in an inserting mode, when the keel fixes the partition board, a gap is reserved between the inserting end of the partition board and the top of the accommodating groove, and the partition board is prevented from being damaged due to extrusion caused by the fact that the steel beam and the keel deform when bearing;
(7) this steel connection structure's partition plate one end is equipped with the recess, and the other end is equipped with the bellying with recess complex. When two adjacent partition boards are inserted in the accommodating groove, the groove of one partition board is matched with the protrusion of the other partition board, so that the integrity of the partition wall is further improved, and all the partition boards can simultaneously play a role in stress, so that the bearing capacity of the partition wall is enhanced;
(8) this steel connection structure's partition wall board adopts light partition wall slat, because the dead weight of wall body is less, the influence that receives the earthquake just is less, light partition wall slat has the light characteristics of dead weight, can embody good anti-seismic performance in the earthquake, cooperation steel construction building collocation use, further reduced the earthquake to the building, to the personal property safety's in the building harm, simultaneously because light partition wall slat dead weight is lighter, when the partition wall takes place to topple and collapse, be unlikely to cause very big harm.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of the specification, illustrate embodiments of the invention and together with the description, serve to explain the principles of the invention. In the drawings, like reference numerals are used to indicate like elements.
FIG. 1 is a side view of a steel connection for eliminating bi-directional error according to an embodiment of the present invention;
FIG. 2 is a schematic illustration of the installation of a steel connection for eliminating bi-directional errors according to an embodiment of the present invention;
FIG. 3 is an enlarged schematic view of portion A of FIG. 2 of a steel coupling structure for eliminating bi-directional error in accordance with an embodiment of the present invention;
FIG. 4 is an enlarged schematic view of a portion B of FIG. 2 of a steel coupling structure for eliminating a bidirectional error according to an embodiment of the present invention;
FIG. 5 is a schematic structural view of a keel of a steel connecting structure for eliminating two-way errors according to an embodiment of the invention;
FIG. 6 is a schematic structural view of a steel beam of a steel coupling structure for eliminating a bidirectional error according to an embodiment of the present invention;
FIG. 7 is a schematic structural diagram of a partition plate of a steel connection structure for eliminating a bidirectional error according to an embodiment of the present invention;
fig. 8 is a schematic structural diagram of a pendant of a steel connection structure for eliminating a bidirectional error according to an embodiment of the present invention.
In the figure: 1. a partition plate; 11. a groove; 12. a boss portion; 2. a steel beam; 21. a first through hole; 3. a keel; 31. a third strip-shaped through hole; 32. a connecting portion; 33. accommodating grooves; 34. a gap; 4. hanging parts; 41. a first butt joint plate; 411. a first bar-shaped through hole; 42. a second butt joint plate; 421. a second strip-shaped through hole; 5. a first connecting member; 6. a second connecting member; 7. a third connecting member; 8. a first screw; 9. a second screw; 10. a third screw; 13. a fourth screw; 14. a fifth screw; 15. a floor board.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and all other embodiments obtained by a person of ordinary skill in the art based on the embodiments of the present invention without creative efforts will fall within the protection scope of the present invention.
The steel connection structure for eliminating the bidirectional error comprises a partition plate 1, a steel beam 2 arranged on the top of an original wall, a keel 3 used for fixing the partition plate 1, and a plurality of pendants 4 used for connecting the steel beam 2 and the keel 3, wherein one end part of each pendant 4 is provided with a first strip-shaped through hole 411, the other end part of each pendant 4 is provided with a second strip-shaped through hole 421, the steel beam 2 is uniformly provided with a plurality of first through holes 21, and the keel 3 is uniformly provided with a plurality of third strip-shaped through holes 31; the steel beam fixing structure is characterized by further comprising a plurality of first connecting pieces 5 and a plurality of second connecting pieces 6, one end of each first connecting piece 5 sequentially penetrates through a first strip-shaped through hole 411 and a first through hole 21 to fixedly connect one hanging piece 4 with the steel beam 2, one end of each second connecting piece 6 sequentially penetrates through a second strip-shaped through hole 421 and a third strip-shaped through hole 31 to fixedly connect one hanging piece 4 with the keel 3, and specific effects are shown in the figures 1, 2, 6 and 8.
This application is fixed partition plate 1 through fossil fragments 3, and fossil fragments 3 and the girder steel 2 of setting on original wall crown are connected to a plurality of pendants 4 of rethread to realize partition plate 1's installation. The connection of the hanging part 4, the steel beam 2 and the keel 3 is realized by punching holes on the hanging part 4, the steel beam 2 and the keel 3 and connecting the holes through connecting parts, in order to ensure that the hanger 4 is more stably connected with the steel beam 2 and the keel 3, a plurality of hangers 4 are required to be used at the same time, so that a plurality of through holes are required to be arranged on the steel beam 2 and the keel 3 at intervals, however, the conventional punching technique is limited, and errors are generated when a plurality of through holes are formed, so that the centers of the plurality of through holes are shifted in the transverse direction and the longitudinal direction, this results in that, when the steel girder 2 and the keel 3 are connected by the plurality of hangers 4, the connected steel girder 2 and keel 3 cannot be maintained in parallel, or the centers of the connecting holes of some hanging pieces 4 can not be aligned with the centers of the through holes arranged on the keels 3, so that the keels 3 can not be installed, therefore, the partition board 1 fixed on the keel 3 is inclined or can not be installed, and the appearance requirement of partition installation can not be met.
In this application, a tip at pendant 4 is equipped with first bar through-hole 411, another tip is equipped with second bar through-hole 421, evenly be equipped with a plurality of first through-holes 21 on girder steel 2, evenly be equipped with a plurality of third bar through-holes 31 on fossil fragments 3, run through a first bar through-hole 411 respectively in proper order through a plurality of 5 one ends of first connecting piece, a first through-hole 21, carry out fixed connection with a plurality of pendants 4 and girder steel 2, 6 one ends of a plurality of second connecting pieces run through a second bar through-hole 421 respectively in proper order, a third bar through-hole 31, carry out fixed connection with a plurality of pendants 4 and fossil fragments 3. Because what offer on the pendant 4 is the bar through-hole, when a plurality of first through-holes 21 centers of seting up on girder steel 2 when horizontal to some squints, first connecting piece 5 can carry out horizontal adjustment in the bar through-hole, thereby eliminate horizontal trompil error on girder steel 2 and the fossil fragments 3, because what offer on fossil fragments 3 is the bar through-hole, when the through-hole center of seting up on girder steel 2 vertically has some squints, second connecting piece 6 can carry out vertical adjustment in the bar through-hole, thereby eliminate the fore-and-aft trompil error on girder steel 2 and the fossil fragments 3.
In this embodiment, the first connecting member 5 may be configured to be composed of a first bolt having one end sequentially penetrating through the first bar-shaped through hole 411 and the first through hole 21, and a first nut screwed with the first bolt when the one end of the first bolt penetrates through the first bar-shaped through hole 411 and the first through hole 21, and the second connecting member 6 may be configured to be composed of a second bolt having one end sequentially penetrating through the second bar-shaped through hole 421 and the third bar-shaped through hole 31, and a second nut screwed with the second bolt when the one end of the second bolt sequentially penetrates through the second bar-shaped through hole 421 and the third bar-shaped through hole 31, and the specific effects are shown in fig. 1. Through first bolt one end in proper order run through first bar through-hole 411, first through-hole 21 when with the first nut spiro union, carry out fixed connection with pendant 4 and girder steel 2, second bolt one end in proper order run through second bar through-hole 421, third bar through-hole 31 when with the second nut spiro union, carry out fixed connection with pendant 4 and fossil fragments 3, this kind of fixed connection mode is simple swift, easy to carry out to the practicality that makes this application is stronger.
When the centers of the through holes formed in the steel beam 2 and the keel 3 are transversely deviated, the centers can be screwed with the first nut after the positions of the through holes are adjusted in the first strip-shaped through hole 411 through the first bolt, the second bolt is screwed with the second nut after the positions of the through holes are adjusted in the second strip-shaped through hole 421, transverse hole opening errors of the steel beam 2 and the keel 3 are eliminated, when the centers of the through holes formed in the steel beam 2 and the keel 3 are longitudinally deviated, the centers can be screwed with the second nut after the positions of the through holes are adjusted in the third strip-shaped through hole 31 through the second bolt, and longitudinal hole opening errors of the steel beam 2 and the keel 3 are eliminated.
Pendant 4 includes first butt joint board 41 with girder steel 2 butt, with the second butt joint board 42 of fossil fragments 3 butt, first bar through-hole 411 is located on first butt joint board 41, and second bar through-hole 421 are located on second butt joint board 42, and first butt joint board 41 one end is connected perpendicularly in second butt joint board 42 one end, and the concrete effect is seen in fig. 8. Set pendant 4 to become to constitute by perpendicular first butt joint board 41 and second butt joint board 42 of connecting, when pendant 4 connects girder steel 2 and fossil fragments 3, first butt joint board 41 and girder steel 2 butt, second butt joint board 42 and fossil fragments 3 butt, 5 one end of rethread first connecting piece runs through first bar through-hole 411 on first butt joint board 41 in proper order, first through-hole 21, carry out fixed connection with first butt joint board 41 and girder steel 2, 6 one end of second connecting piece runs through second bar through-hole 421 on the second butt joint board 42 in proper order, the second through-hole, carry out fixed connection with second butt joint board 42 and fossil fragments 3. The first abutting plate 41 and the second abutting plate 42 are vertically connected so that the keel 3 connected by the hanger 4 is kept vertical to the steel beam 2, and the steel beam 2 is horizontally fixed on the original wall top, thereby ensuring that the wall plate fixed on the keel 3 is vertically arranged.
The first strip-shaped through hole 411 is disposed perpendicular to the side where the first abutting plate 41 and the second abutting plate 42 intersect, and the second strip-shaped through hole 421 is disposed perpendicular to the side where the first abutting plate 41 and the second abutting plate 42 intersect, as shown in fig. 8 for specific effect. The first strip-shaped through hole 411 is provided in the first abutting plate 41, in order to prevent the center lines of the plurality of first through holes 21 from being shifted in the lateral position due to machining errors when the plurality of first through holes 21 are formed in the steel beam 2, and the lateral position of the pendant 4 can be adjusted by the first strip-shaped through hole 411, even when the center lines of the plurality of first through holes 21 are shifted in the lateral position, the plurality of pendants 4 fixed on the steel beam 2 can be kept aligned in the lateral position, so that the first strip-shaped through hole 411 is provided in the first abutting plate 41 perpendicularly to the side where the first abutting plate 41 and the second abutting plate 42 intersect, the adjustment function of the first strip-shaped through hole 411 can be exerted to the maximum, and the second strip-shaped through hole 421 is provided perpendicularly to the side where the first abutting plate 41 and the second abutting plate 42 intersect.
The third strip-shaped through hole 31 is arranged in parallel to the central axis of the keel 3, and the specific effect is shown in fig. 5. The third strip-shaped through holes 31 are arranged to prevent the center lines of the first through holes 21 from being deviated in the longitudinal direction due to machining errors when the steel beam 2 is provided with the first through holes 21, so that after the hangers 4 are fixedly connected with the steel beam 2, the center lines of the corresponding connecting holes arranged on the keel 3 cannot be aligned with the center line of the first strip-shaped through hole 411 on the hanger 4 in the longitudinal direction, and the second connecting member 6 cannot penetrate through the first strip-shaped through hole 411 and the third strip-shaped through holes 31 at the same time, so that the third strip-shaped through holes 31 are arranged on the keel 3 in parallel to the central axis of the keel 3, and the adjusting function of the third strip-shaped through holes 31 can be exerted to the maximum.
In this embodiment, fossil fragments 3 include the connecting portion 32 that is used for being equipped with an end connection of second bar through-hole 421 with pendant 4 to and be used for supplying the holding tank 33 of partition plate 1 one side end grafting, and a plurality of third bar through-holes 31 evenly set up on connecting portion 32, and the concrete effect is seen in fig. 5. Set fossil fragments 3 to constitute by the connecting portion 32 at top and the holding tank 33 of bottom, a plurality of third bar through-holes 31 have been seted up at the interval on connecting portion 32, a tip for being equipped with second bar through-hole 421 with pendant 4 carries out fixed connection, holding tank 33 is used for supplying a side end of partition plate 1 to peg graft, thereby make fossil fragments 3 fix partition plate 1, after fossil fragments 3 are fixed through pendant 4 with girder steel 2, just can realize partition plate 1's installation.
A gap 34 is arranged between one side end of the partition board 1 and the top of the accommodating groove 33 when the partition board is inserted into the accommodating groove 33, and the specific effect is shown in figure 1. One side end of partition plate 1 is pegged graft in holding tank 33, when making fossil fragments 3 fix partition plate 1, leaves clearance 34 between the top of the grafting end of partition plate 1 and holding tank 33, avoids girder steel 2 and fossil fragments 3 self to produce when the bearing and warp to cause the extrusion to partition plate 1, lead to partition plate 1 to damage.
The partition plate fixing device further comprises a fixing device for fixedly connecting two adjacent partition plates 1. In the in-service use, because the restriction in indoor space, partition plate 1 can not be a monoblock, neither convenient transportation like this, also be convenient for install, consequently, whole partition wall is formed by the concatenation of a plurality of partition plate 1, though partition plate 1 pegs graft in holding tank 33, holding tank 33 can carry on spacingly to partition plate 1, but this kind of spacing is not completely fixed, partition plate 1 still can remove along holding tank 33, and do not fix between two adjacent partition plate 1, thereby a plurality of partition plate 1 of pegging graft in making holding tank 33 all are independent, this structure that will lead to the partition wall is unstable inadequately, consequently, need carry out fixed connection to two adjacent partition plate 1 through fixing device, make a plurality of partition plate 1 of pegging graft in the holding tank 33 become a whole, thereby strengthen the stability and the bearing capacity of partition wall structure.
In this embodiment, the fixing device is configured to be composed of a third connecting member 7, a first screw 8, a second screw 9, and a third screw 10, a side surface of the third connecting member 7 is simultaneously attached to side surfaces of two adjacent partition boards 1, and another side surface is attached to the floor 15, one end of the first screw 8 penetrates through a side surface of the third connecting member 7 attached to the partition boards 1 and is in threaded connection with one partition board 1, one end of the second screw 9 penetrates through a side surface of the third connecting member 7 attached to the partition boards 1 and is in threaded connection with the adjacent partition board 1, and one end of the third screw 10 penetrates through another side surface of the third connecting member 7 attached to the floor 15 and is in threaded connection with the floor 15, and specific effects are shown in fig. 2 and 4. One side of the third connecting piece 7 is simultaneously attached to the sides of the two adjacent partition boards 1, and the other side is attached to the floor 15, one end of the first screw 8 penetrates through one side of the third connecting piece 7 attached to the partition boards 1 and is in threaded connection with one partition board 1, one end of the second screw 9 penetrates through one side of the third connecting piece 7 attached to the partition boards 1 and is in threaded connection with the adjacent partition boards 1, so that the two adjacent partition boards 1 are fixedly connected, and the partition boards 1 inserted into the accommodating groove 33 are integrated. And one end of a third screw 10 penetrates through the other side surface of the third connecting piece 7 jointed with the floor 15 and is in threaded connection with the floor 15, so that the partition board 1 is fixedly connected with the floor 15.
One end of the partition board 1 is provided with a groove 11, and the other end is provided with a convex part 12 matched with the groove 11, and the specific effect is shown in figure 7. Be equipped with recess 11 in 1 one end of partition wall board, the other end is equipped with bellying 12, and when two adjacent partition wall boards 1 peg graft in holding tank 33, the recess 11 of a partition wall board 1 and the bellying 12 cooperation of another partition wall board 1 further improve the wholeness of partition wall, guarantee when the atress, all partition wall boards 1 can play the effect simultaneously to the bearing capacity of reinforcing partition wall.
And also comprises foaming glue filled between two adjacent partition boards 1. The foaming adhesive is filled in the connecting gap of two adjacent partition boards 1 inserted in the accommodating groove 33, so that the strength of connection of the partition boards 1 can be increased, the stability of the structure is enhanced, the connecting gap of the two adjacent partition boards 1 can be sealed, and the sealing property and the waterproof property of the partition wall in the structure are ensured.
In this embodiment, when a plurality of partition boards 1 are inserted in the accommodating groove 33, one end of the fourth screw 13 penetrates through one side wall of the accommodating groove 33 and is in threaded connection with one partition board 1, one end of the fifth screw 14 penetrates through one side wall of the accommodating groove 33 and is in threaded connection with the adjacent partition board 1, specific effects are shown in fig. 2 and fig. 3, and therefore the two adjacent partition boards 1 are fixed with the keel 3, and the stability of the steel structure is further enhanced.
In this embodiment, partition board 1 adopts light partition wall slat, because the dead weight of wall body is less, receives the influence of earthquake just less, and light partition wall slat has the light characteristics of dead weight, can embody good anti-seismic performance in the earthquake, and cooperation steel construction building collocation is used, has further reduced the earthquake to the building, to the personal and property safety's in the building harm, simultaneously because light partition wall slat dead weight is lighter, when the partition wall takes place to topple and collapse, is unlikely to cause very big harm.
The above-described aspects may be implemented individually or in various combinations, and such variations are within the scope of the present invention.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
Finally, it should be noted that: the above examples are only for illustrating the technical solutions of the present invention, and are not limited thereto. Although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (10)
1. A steel connection structure for eliminating bidirectional errors, characterized in that: the wall comprises a partition plate (1), a steel beam (2) arranged on an original wall top, a keel (3) used for fixing the partition plate (1), and a plurality of hangers (4) used for connecting the steel beam (2) and the keel (3), wherein one end part of each hanger (4) is provided with a first strip-shaped through hole (411), the other end part of each hanger is provided with a second strip-shaped through hole (421), the steel beam (2) is uniformly provided with a plurality of first through holes (21), and the keel (3) is uniformly provided with a plurality of third strip-shaped through holes (31); still include a plurality of first connecting piece (5) and a plurality of second connecting piece (6), one first connecting piece (5) one end runs through one in proper order first bar through-hole (411), a first through-hole (21) in order to with one pendant (4) carry out fixed connection with girder steel (2), one second connecting piece (6) one end runs through one in proper order second bar through-hole (421), a third bar through-hole (31) in order to with one pendant (4) carry out fixed connection with fossil fragments (3).
2. A steel coupling structure for canceling a bidirectional error as recited in claim 1, wherein: pendant (4) include with first butt joint board (41) of girder steel (2) butt, with second butt joint board (42) of fossil fragments (3) butt, first bar through-hole (411) are located on first butt joint board (41), second bar through-hole (421) are located on second butt joint board (42), first butt joint board (41) one end connect perpendicularly in second butt joint board (42) one end.
3. A steel coupling structure for canceling a bidirectional error as recited in claim 2, wherein: the first strip-shaped through hole (411) is arranged perpendicular to the side where the first abutting plate (41) and the second abutting plate (42) intersect.
4. A steel coupling structure for canceling a bidirectional error as recited in claim 2, wherein: the second strip-shaped through hole (421) is perpendicular to the intersecting side edge of the first abutting plate (41) and the second abutting plate (42).
5. A steel coupling structure for canceling a bidirectional error as recited in claim 1, wherein: the third strip-shaped through hole (31) is parallel to the central axis of the keel (3).
6. A steel coupling structure for canceling a bidirectional error as recited in claim 1, wherein: fossil fragments (3) including be used for with pendant (4) are equipped with a tip connection's of second bar through-hole (421) connecting portion (32), and are used for supplying holding tank (33) of pegging graft of partition plate (1) one side end, it is a plurality of third bar through-hole (31) evenly set up on connecting portion (32).
7. A steel coupling structure for canceling bilateral errors according to claim 6, wherein: a gap (34) is arranged between one side end of the partition board (1) and the top of the accommodating groove (33) when the partition board is inserted into the accommodating groove (33).
8. A steel coupling structure for canceling a bidirectional error as recited in claim 1, wherein: the partition plate fixing device further comprises a fixing device for fixedly connecting two adjacent partition plates (1).
9. A steel coupling structure for canceling a bidirectional error as recited in claim 1, wherein: one end of the partition board (1) is provided with a groove (11), and the other end of the partition board is provided with a bulge (12) matched with the groove (11).
10. A steel coupling structure for canceling a bidirectional error as recited in claim 1, wherein: the partition board (1) adopts a light partition lath.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202110796215.9A CN113417501A (en) | 2021-07-14 | 2021-07-14 | Steel connection structure for eliminating bidirectional errors |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110796215.9A CN113417501A (en) | 2021-07-14 | 2021-07-14 | Steel connection structure for eliminating bidirectional errors |
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| CN113417501A true CN113417501A (en) | 2021-09-21 |
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| CN202110796215.9A Pending CN113417501A (en) | 2021-07-14 | 2021-07-14 | Steel connection structure for eliminating bidirectional errors |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114059689A (en) * | 2022-01-14 | 2022-02-18 | 南通市金润市政工程有限公司 | Steel connecting device for eliminating two-way error of house building |
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| CN101622405A (en) * | 2007-03-20 | 2010-01-06 | 大和房屋工业株式会社 | Side fascia and mounting method thereof |
| CN108589984A (en) * | 2018-07-02 | 2018-09-28 | 汉高（天津）建筑材料有限公司 | Assembly type partition wall steel keel system and assembly method |
| CN110439148A (en) * | 2019-07-31 | 2019-11-12 | 上海市建筑装饰工程集团有限公司 | The construction method of assembling partition wall system suitable for extra space |
| CN215889529U (en) * | 2021-07-14 | 2022-02-22 | 浙江亚厦装饰股份有限公司 | Steel connection structure for eliminating bidirectional errors |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN101622405A (en) * | 2007-03-20 | 2010-01-06 | 大和房屋工业株式会社 | Side fascia and mounting method thereof |
| CN108589984A (en) * | 2018-07-02 | 2018-09-28 | 汉高（天津）建筑材料有限公司 | Assembly type partition wall steel keel system and assembly method |
| CN110439148A (en) * | 2019-07-31 | 2019-11-12 | 上海市建筑装饰工程集团有限公司 | The construction method of assembling partition wall system suitable for extra space |
| CN215889529U (en) * | 2021-07-14 | 2022-02-22 | 浙江亚厦装饰股份有限公司 | Steel connection structure for eliminating bidirectional errors |
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| CN114059689A (en) * | 2022-01-14 | 2022-02-18 | 南通市金润市政工程有限公司 | Steel connecting device for eliminating two-way error of house building |
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