CN110284603A - Beam column construction and its construction method are built in a kind of room - Google Patents
Beam column construction and its construction method are built in a kind of room Download PDFInfo
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- CN110284603A CN110284603A CN201910601537.6A CN201910601537A CN110284603A CN 110284603 A CN110284603 A CN 110284603A CN 201910601537 A CN201910601537 A CN 201910601537A CN 110284603 A CN110284603 A CN 110284603A
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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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
- E04B1/5831—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially rectangular form
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to the technical fields of building construction, build beam column construction and its construction method more particularly, to a kind of room.Beam column construction is built in a kind of room, including reinforcing bar component and the concrete layer that is molded on the outside of reinforcing bar component, the reinforcing bar component includes lower layer's column reinforcing bar, the upper layer column reinforcing bar above the central connector that is connected to lower layer's column reinforcing bar the top, connection central connector and the crossbeam reinforcing bar for connecting adjacent center connector；The central connector includes front panel, rear panel, the support construction for connecting front panel and rear panel, the support construction includes being inserted into two pieces of lower positioning plates in the notch of lower layer's column reinforcing bar two sides, two pieces of upper positioning plates in insertion upper layer column reinforcing bar two sides notch, two pieces of left positioning plates in insertion left side beams reinforcing bar two sides notch and two pieces of right positioning plates in the notch of insertion right side crossbeam reinforcing bar two sides, is connected by bolt and nut between the positioning plate and column reinforcing bar, crossbeam reinforcing bar.Position fixing process operation is more simple and quick.
Description
Technical field
The present invention relates to the technical fields of building construction, build beam column construction and its construction method more particularly, to a kind of room.
Background technique
Beam column is the rod piece for supporting stress in construction projects, generally the external force of this receiving based on cross force, and
Deformation Member is known as beam with the rod piece for being bent into primary deformable；Column is then primary structural component vertical in building.Beam-column is built in room
It is used in combination using as house frame structure.
Existing application publication number is that the patent of invention of 106759889A discloses a kind of beam column.The beam column passes through in node
Location hole is arranged in position, and node column is carried out location and installation by the mounting hole cooperation on location hole and node column.
Above-mentioned prior art has the following deficiencies: when carrying out beam column construction at the scene, when beam column installation length or
Apart from it is improper when, need to cut off again again prefabricated beam column welded end plate then fixation is bolted again,
Therefore positioning beam column process is complex.
Summary of the invention
One of purpose of the invention is to provide a kind of room and builds beam column construction, it is advantageous that positioning beam column process operation
It is simpler.
Foregoing invention purpose of the invention has the technical scheme that beam column construction is built in a kind of room, packet
The concrete layer for including reinforcing bar component and being molded on the outside of reinforcing bar component, the reinforcing bar component include lower layer's column reinforcing bar, are connected to
The central connector of lower layer's column reinforcing bar the top connects the upper layer column reinforcing bar above central connector and connects in adjacent
The crossbeam reinforcing bar of heart connector；Lower layer's column reinforcing bar, central connector, upper layer column reinforcing bar and crossbeam reinforcing bar are H profile steel,
The central connector includes front panel, rear panel, the support construction for connecting front panel and rear panel, and the support construction includes
Two pieces in two pieces of lower positioning plates, insertion upper layer column reinforcing bar two sides notch in insertion lower layer's column reinforcing bar two sides notch are upper fixed
In position plate, two pieces of left positioning plates in insertion left side beams reinforcing bar two sides notch and insertion right side crossbeam reinforcing bar two sides notch
Two pieces of right positioning plates, the lower positioning plate, upper positioning plate, left positioning plate, right positioning plate are connect with lower layer column reinforcing bar, center
Part, upper layer column reinforcing bar pass through bolt and nut between crossbeam reinforcing bar and connect.
It is vertical by lower positioning plate, upper positioning plate, left positioning plate, right positioning plate and lower layer by using above-mentioned technical proposal
It is connected and is locked by bolt and nut again after column reinforcing bar, central connector, upper layer column reinforcing bar, the cooperation positioning of crossbeam reinforcing bar.When
When the length of column reinforcing bar or crossbeam reinforcing bar has deviation, it is only necessary to which after cutting column reinforcing bar or crossbeam reinforcing bar, aperture is connected again
Bolt and nut, position fixing process operation are more simple and quick.
The present invention is further arranged to: the spacing of the front panel and rear panel phase back side and H profile steel two sides interplanar distance phase
Deng the company of weldering between front panel, rear panel and the H profile steel side being bonded.
By using above-mentioned technical proposal, will weld between fitting side so that connection is more firm.
The present invention is further arranged to: the support construction includes the vertical gripper shoe being arranged along the vertical direction and along level
The horizontal supporting plate of direction setting, two pieces of upper positioning plates are welded in the two sides of vertical gripper shoe upper end, two pieces of lower positioning plate welding
In the two sides of vertical gripper shoe lower end, two pieces of left positioning plates are welded in the two sides of horizontal supporting plate left end, two pieces of right positioning plate welderings
It is connected to the two sides of horizontal supporting plate right end.
By using above-mentioned technical proposal, front panel and rear panel are supported by vertical gripper shoe and horizontal supporting plate,
Simultaneously for cooperating welding location-plate, so that each positioning plate is securely connect with vertical gripper shoe, horizontal supporting plate.
The present invention is further arranged to: the support construction further includes two pieces of inclined support panels being obliquely installed, inclination branch
One end of the both ends connection left side of fagging and the other end of right edge, and two pieces of inclined support panels form intersection construction.
By using above-mentioned technical proposal, reinforces vertical gripper shoe by two pieces of inclined support panels and horizontal supporting plate does not care for
And oblique position so that central connector intensity is more preferable.
The present invention is further arranged to: the central connector side directed downwardly in two pieces of inclined support panels and front panel,
The space that rear panel is enclosed is the first cavity, and the position in the first cavity on lower side is welded with connection front panel and rear panel
Connection reinforcing bar.
By using above-mentioned technical proposal, since the first cavity is located at central connector towards downside, in order to avoid the first sky
The intracavitary cavity that formed in casting concrete influences intensity, pours mixed mud in present first cavity in construction procedure and tamps,
Therefore setting connection reinforcing bar prevents concrete block from deviating from downwards.
The present invention is further arranged to: front panel and rear panel phase back side are close to upper side edge, lower side and left and right sides
The parallel position in side is welded with the middle connecting plate parallel with the side；The two sides of lower layer's column reinforcing bar are welded with muti-piece
Lower connecting plate, the equidistantly interval setting along the vertical direction of muti-piece lower connecting plate, the two sides of upper layer column reinforcing bar are welded with muti-piece
Upper junction plate, the equidistantly interval setting along the vertical direction of muti-piece upper junction plate, the two sides of crossbeam reinforcing bar are welded with muti-piece side company
Fishplate bar, the equidistantly interval setting in the horizontal direction of muti-piece side connecting plate；Lower connecting plate, upper junction plate, side connecting plate with middle company
Pass through stiffener connection reinforcement between fishplate bar.
By using above-mentioned technical proposal, welding stiffener is cooperated by connecting plate, further strengthens the bending resistance of beam column
Ability.
It is a further object to provide a kind of construction methods implemented above-mentioned room and build beam column.
Foregoing invention purpose of the invention has the technical scheme that
The construction method of beam column is built in a kind of above-mentioned room, characterized in that includes:
Step 1: installation lower layer's column reinforcing bar；
Step 2: pretreatment central connector；
Step 3: installation center connector；
Step 4: the reinforcing bar of connection lower layer's column reinforcing bar；
Step 5: building lower layer's cylinder template；
Step 6: pouring lower layer's cylinder；
Step 7: installation crossbeam reinforcing bar；
Step 8: the reinforcing bar of connecting cross beam reinforcing bar；
Step 9: building beam template；
Step 10: pouring crossbeam；
Step 11: installation upper layer column reinforcing bar；
Step 12: the reinforcing bar of connection upper layer column reinforcing bar；
Step 13: building upper layer cylinder template；
Step 14: pouring upper layer cylinder.
By using above-mentioned technical proposal, the beam column construction is implemented in construction through the above scheme.
The present invention is further arranged to: in step 2, state is just set when by central connector to install, in horizontal supporting plate
The upper position at left and right sides of two pieces of inclined support panel crosspoints respectively opens up a through-hole；In step 10, by two pulp shooting machines
Injection pipe penetrate in plank sheathing, by two pulp shooting machines into central connector positioned at horizontal supporting plate two through-holes below
Position gunite concrete, concrete ejection enter in central connector, expire in wooden model in filling concrete lower than horizontal supporting plate
Position after when continuing concrete perfusion, part concrete is packed into central connector by through-hole to be located on horizontal supporting plate
Plank sheathing is removed after concrete setting forms crossbeam in the position of side.
By using above-mentioned technical proposal, since casting concrete is easy the position in central connector directly into plank sheathing
Cavity structure is formed in two pieces of inclined shore foot cross-point locations, influences beam column integral strength, therefore make to mix by this way
Solidifying soil can tamp the segment space, and to compare other methods relatively simple for construction procedure.
The present invention is further arranged to: in step 2, after central connector is inverted, pouring coagulation in the first cavity
Soil, to concrete final set；In step 6, the casting concrete into template, casting concrete to the concrete in the first cavity
Block lower surface is connected, and lower layer's cylinder is formed after concrete setting, removes plank sheathing.
By using above-mentioned technical proposal, since the first cavity is located at central connector towards downside, in order to avoid the first sky
The intracavitary cavity that formed in casting concrete influences intensity, pours mixed mud in present first cavity in construction procedure and tamps.
The molding of lower layer's cylinder Shi Zaiyu concrete block is poured below to link together, and avoids internal formation cavity.
The present invention is further arranged to: in step 3, central connector being directed at lower layer's column reinforcing bar, lower positioning plate penetrates
In the notch of lower layer's column reinforcing bar, is then cooperated by bolt and nut and central connector and lower layer's column reinforcing bar are connected to one
It rises.
Central connector and lower layer's column by using above-mentioned technical proposal, after having poured the first cavity of Concrete Filled
Reinforcing bar is positioned and is cooperated together.
In conclusion advantageous effects of the invention are as follows:
1. when the length of column reinforcing bar or crossbeam reinforcing bar has deviation, it is only necessary to after cutting column reinforcing bar or crossbeam reinforcing bar, again
Aperture connects bolt and nut, and position fixing process operation is more simple and quick.
2. pouring mixed mud in present first cavity in construction procedure since the first cavity is located at central connector towards downside
Soil tamps, behind pour the molding of lower layer's cylinder Shi Zaiyu concrete block and link together, avoid internal forming cavity.
Detailed description of the invention
Fig. 1 is that embodiment hides the structural schematic diagram after concrete layer；
Fig. 2 is the enlarged drawing in Fig. 1 at A；
Fig. 3 is the partial schematic sectional view of embodiment.
Appended drawing reference: 1, reinforcing bar component；2, lower layer's column reinforcing bar；3, central connector；4, upper layer column reinforcing bar；5, crossbeam
Reinforcing bar；6, lower connecting plate；7, front panel；8, rear panel；9, support construction；10, middle connecting plate；11, vertical gripper shoe；12, water
Flat support plate；13, inclined support panel；14, the first cavity；15, reinforcing bar is connected；16, upper positioning plate；17, lower positioning plate；18, left
Positioning plate；19, right positioning plate；20, upper junction plate；21, side connecting plate；22, stiffener.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment one:
As shown in Figure 1, beam column construction is built in a kind of room, including reinforcing bar component 1 and it is molded over the concrete layer in 1 outside of reinforcing bar component,
Reinforcing bar component 1 includes lower layer's column reinforcing bar 2, the central connector 3 for being connected to 2 the top of lower layer's column reinforcing bar, connection center company
The upper layer column reinforcing bar 4 of 3 top of fitting and the crossbeam reinforcing bar 5 for connecting adjacent center connector 3.
As shown in Figure 1, lower layer's column reinforcing bar 2 is H profile steel, lower layer's column reinforcing bar 2 is arranged along the vertical direction and the left and right sides
For the notch side of H profile steel.The front and rear sides of lower layer's column reinforcing bar 2 are welded with muti-piece lower connecting plate 6, and muti-piece lower connecting plate 6 is along perpendicular
Histogram is arranged to equidistant interval.
As shown in Figures 2 and 3, central connector 3 includes front panel 7, rear panel 8, connection front panel 7 and rear panel 8
Support construction 9.The spacing of 8 phase back side of front panel 7 and rear panel is equal with the front and back side spacing of lower layer column reinforcing bar 2.Front panel 7
It include lower side, the left and right side perpendicular to lower side left and right ends, the upper side edge parallel with lower side with rear panel 8；Its
Middle upper side edge and left and right side are equal in length, and the length of lower side is twice of other side edge lengths, and front panel 7 and after
Panel 8 is symmetrical arranged along vertical plane.Front panel 7 and 8 phase back side of rear panel are flat close to upper side edge, lower side and left and right side
Capable position is respectively welded with three pieces of middle connecting plates 10 parallel with the side.
As shown in figure 3, support construction 9 includes the vertical gripper shoe 11, horizontally disposed being arranged along the vertical direction
Horizontal supporting plate 12 and two pieces of inclined support panels 13 being obliquely installed.The upper end of vertical gripper shoe 11 is connected in upper side edge
The lower end in portion, vertical gripper shoe 11 is connected to the middle part of lower side.The left and right ends of horizontal supporting plate 12 are connected to left and right
The middle part of side.One end of the both ends connection left side of inclined support panel 13 and the other end of right edge, and two pieces of inclined shores
Plate 13 forms intersection construction.Above-mentioned vertical gripper shoe 11, horizontal supporting plate 12 and inclined support panel 13 are perpendicular to front
The setting of the state of plate 7 and rear panel 8.The side directed downwardly of central connector 3 is in two pieces of inclined support panels 13 and front panel 7, back
The space that plate 8 is enclosed is the first cavity 14.Position in first cavity 14 on lower side is welded with connection front panel 7 and back
The connection reinforcing bar 15 of plate 8, connection reinforcing bar 15 share two and are located at the left and right sides of vertical gripper shoe 11.
As shown in figure 3, the left and right sides of 11 upper end of vertical gripper shoe are welded with beyond 11 upper surface of vertical gripper shoe
Upper positioning plate 16, the left and right sides of 11 lower end of vertical gripper shoe are welded with beyond the lower fixed of 11 lower end surface of vertical gripper shoe
Position plate 17, the two sides up and down of 12 left end of horizontal supporting plate are welded with the left positioning plate beyond 12 left side of horizontal supporting plate
18, the two sides up and down of 12 right end of horizontal supporting plate are welded with the right positioning plate 19 beyond 12 right side of horizontal supporting plate.Often
It opens there are two location hole at the middle part of block positioning plate.
As shown in figure 3, upper layer column reinforcing bar 4 is H profile steel, upper layer column reinforcing bar 4 is arranged along the vertical direction and the left and right sides
For the notch side of H profile steel.The front and rear sides of upper layer column reinforcing bar 4 are welded with the upper junction plate 20 of the positive centering connecting plate 10 of muti-piece,
The equidistant interval setting along the vertical direction of muti-piece upper junction plate 20.
As depicted in figs. 1 and 2, crossbeam reinforcing bar 5 is similarly H profile steel, and crossbeam reinforcing bar 5 is horizontally disposed and upper and lower two sides
For the notch side of H profile steel.The front and rear sides of crossbeam reinforcing bar 5 are welded with the side connecting plate 21 of the positive centering connecting plate 10 of muti-piece, muti-piece
The equidistant interval setting in the horizontal direction of side connecting plate 21.
As depicted in figs. 1 and 2, corresponding with location hole on lower layer's column reinforcing bar 2, upper layer column reinforcing bar 4 and crossbeam reinforcing bar 5
Position is provided with perforation, is passed through after location hole and perforation through nut check by bolt with by lower layer's column reinforcing bar 2, upper layer column
Reinforcing bar 4 and crossbeam reinforcing bar 5 are positioned with central connector 3.
As depicted in figs. 1 and 2, lower connecting plate 6, upper junction plate 20, side connecting plate 21 pass through between middle connecting plate 10
22 connection reinforcement of stiffener.
Embodiment two:
The construction method of beam column is built in a kind of room, comprising:
Step 1: installation lower layer's column reinforcing bar 2
Step 2: pretreatment central connector 3
State is just being set when by central connector 3 to install, close to two pieces of 13 crosspoints of inclined support panel on horizontal supporting plate 12
The position of the left and right sides respectively opens up a through-hole.After central connector 3 is inverted, the casting concrete in the first cavity 14, to
Concrete final set.
Step 3: installation center connector 3
Central connector 3 is directed at lower layer's column reinforcing bar 2, lower positioning plate 17 penetrates in the notch of lower layer's column reinforcing bar 2, then leads to
It crosses bolt and nut cooperation central connector 3 and lower layer's column reinforcing bar 2 link together.Connection reinforcing bar 15, which plays, prevents concrete
The problem of block is deviate from after inversion.
Weld lower layer's column reinforcing bar 2 and 3 all pairs of edgings of central connector (single side is fully welded).
Step 4: the reinforcing bar of connection lower layer's column reinforcing bar 2
Even (welding by both sides) by reinforcing bar and middle connecting plate 10, the weldering of lower connecting plate 6, fusion length is equal with plate thickness is connected at cooperation.
Step 5: building lower layer's cylinder template
Plank sheathing is built in the outside of lower layer's column reinforcing bar 2, plank sheathing is built to the position concordant with the lower side of central connector 3
It sets.
Step 6: pouring lower layer's cylinder
The casting concrete into template, casting concrete with the concrete block lower surface in the first cavity 14 to being connected, to mixed
Lower layer's cylinder is formed after solidifying soil solidification, removes plank sheathing.
Step 7: installation crossbeam reinforcing bar 5
By the two sides of two 5 centring connectors 3 of crossbeam reinforcing bar, left positioning plate 18 and right positioning plate 19 are inserted into two cross respectively
In the notch of joist steel bone 5, is then cooperated by bolt and nut and connect central connector 3 and crossbeam reinforcing bar 5.
Welding beam reinforcing bar 5 and 3 all pairs of edgings of central connector (single side is fully welded).
Step 8: the reinforcing bar of connecting cross beam reinforcing bar 5
Even (welding by both sides) by reinforcing bar and middle connecting plate 10, the weldering of side connecting plate 21, fusion length is equal with plate thickness is connected at cooperation.
Step 9: building beam template
Plank sheathing is built on the outside of crossbeam reinforcing bar 5 and central connector 3, crossbeam reinforcing bar 5 is located at the position in plank sheathing on the lower.
Step 10: pouring crossbeam
The injection pipe of two pulp shooting machines is penetrated in plank sheathing.It is located at horizontal branch into central connector 3 by two pulp shooting machines
Two through-hole lower position gunite concretes of fagging 12, concrete ejection enter in central connector 3.It is full in filling concrete
When in wooden model lower than concrete perfusion is continued behind the position of horizontal supporting plate 12, part concrete is packed into center company by through-hole
Positioned at the position of 12 top of horizontal supporting plate in fitting 3, avoid cavity occur in central connector 3.It is formed to concrete setting
Plank sheathing is removed after crossbeam.
Step 11: installation upper layer column reinforcing bar 4
By the upper end of 4 centring connector 3 of upper layer column reinforcing bar, upper layer column reinforcing bar 4 and center are connected by bolt and nut
Fitting 3 links together.
Weld upper layer column reinforcing bar 4 and 3 all pairs of edgings of central connector (single side is fully welded).
Step 12: the reinforcing bar of connection upper layer column reinforcing bar 4
Even (welding by both sides) by reinforcing bar and middle connecting plate 10, the weldering of upper junction plate 20, fusion length is equal with plate thickness is connected at cooperation.
Step 13: building upper layer cylinder template
Plank sheathing is built on the outside of upper layer column reinforcing bar 4.
Step 14: pouring upper layer cylinder
Casting concrete forms upper layer cylinder in plank sheathing.
The embodiment of present embodiment is presently preferred embodiments of the present invention, not limits protection of the invention according to this
Range, therefore: the equivalence changes that all structures under this invention, shape, principle are done, should all be covered by protection scope of the present invention it
It is interior.
Claims (10)
1. beam column construction is built in a kind of room, special including reinforcing bar component (1) and the concrete layer being molded on the outside of reinforcing bar component (1)
Sign is: the reinforcing bar component (1) includes lower layer's column reinforcing bar (2), the center connection for being connected to lower layer column reinforcing bar (2) the top
The beam steel of upper layer column reinforcing bar (4) and connection adjacent center connector (3) above part (3), connection central connector (3)
Bone (5)；Lower layer's column reinforcing bar (2), central connector (3), upper layer column reinforcing bar (4) and crossbeam reinforcing bar (5) are H profile steel,
The central connector (3) includes front panel (7), rear panel (8), the support construction for connecting front panel (7) and rear panel (8)
(9), the support construction (9) includes being inserted into two pieces of lower positioning plates (17) in the notch of lower layer's column reinforcing bar (2) two sides, in insertion
Two pieces in two pieces upper positioning plate (16), insertion left side beams reinforcing bar (5) two sides notch in the notch of layer column reinforcing bar (4) two sides
Two pieces of right positioning plates (19) in left positioning plate (18) and insertion right side crossbeam reinforcing bar (5) two sides notch, the lower positioning plate
(17), upper positioning plate (16), left positioning plate (18), right positioning plate (19) and lower layer's column reinforcing bar (2), central connector (3), on
It is connected by bolt and nut between layer column reinforcing bar (4), crossbeam reinforcing bar (5).
2. beam column construction is built in room according to claim 1, it is characterized in that: the front panel (7) and rear panel (8) phase back side
Spacing it is equal with H profile steel two sides interplanar distance, between front panel (7), rear panel (8) and the H profile steel side being bonded weld connect.
3. beam column construction is built in room according to claim 1, it is characterized in that: the support construction (9) includes along the vertical direction
The vertical gripper shoe (11) and horizontally disposed horizontal supporting plate (12) of setting, two pieces upper positioning plate (16) be welded in it is perpendicular
The two sides of allotment fagging (11) upper end, two pieces of lower positioning plates (17) are welded in the two sides of vertical gripper shoe (11) lower end, two pieces of left sides
Positioning plate (18) is welded in the two sides of horizontal supporting plate (12) left end, and two pieces of right positioning plates (19) are welded in horizontal supporting plate (12)
The two sides of right end.
4. beam column construction is built in room according to claim 3, it is characterized in that: the support construction (9) further includes two pieces of inclinations
The inclined support panel (13) of setting, one end of the both ends connection left side of inclined support panel (13) and the other end of right edge, and
Two pieces of inclined support panels (13) form intersection construction.
5. beam column construction is built in room according to claim 4, it is characterized in that: the central connector (3) side directed downwardly in
The space that two pieces of inclined support panels (13) and front panel (7), rear panel (8) are enclosed is the first cavity (14), the first cavity
(14) position on lower side is welded with the connection reinforcing bar (15) of connection front panel (7) and rear panel (8).
6. beam column construction is built in room according to claim 1, it is characterized in that: front panel (7) and rear panel (8) phase back side are leaning on
Nearly upper side edge, the parallel position of lower side and left and right side are welded with the middle connecting plate (10) parallel with the side；It is described
The two sides of lower layer's column reinforcing bar (2) are welded with muti-piece lower connecting plate (6), and muti-piece lower connecting plate (6) is equidistant along the vertical direction
Interval setting, the two sides of upper layer column reinforcing bar (4) are welded with muti-piece upper junction plate (20), and muti-piece upper junction plate (20) is along vertical
Direction is equidistantly spaced setting, and the two sides of crossbeam reinforcing bar (5) are welded with muti-piece side connecting plate (21), muti-piece side connecting plate (21)
Equidistant interval setting in the horizontal direction；Lower connecting plate (6), upper junction plate (20), side connecting plate (21) with middle connecting plate
(10) pass through stiffener (22) connection reinforcement between.
7. the construction method that beam column is built in a kind of room as claimed in any one of claims 1 to 6, characterized in that include:
Step 1: installation lower layer's column reinforcing bar (2)；
Step 2: pretreatment central connector (3)；
Step 3: installation center connector (3)；
Step 4: the reinforcing bar of connection lower layer's column reinforcing bar (2)；
Step 5: building lower layer's cylinder template；
Step 6: pouring lower layer's cylinder；
Step 7: installation crossbeam reinforcing bar (5)；
Step 8: the reinforcing bar of connecting cross beam reinforcing bar (5)；
Step 9: building beam template；
Step 10: pouring crossbeam；
Step 11: installation upper layer column reinforcing bar (4)；
Step 12: the reinforcing bar of connection upper layer column reinforcing bar (4)；
Step 13: building upper layer cylinder template；
Step 14: pouring upper layer cylinder.
8. the construction method of beam column is built in room according to claim 7, it is characterized in that: in step 2, by central connector (3)
State is just set when installing, the position on horizontal supporting plate (12) at left and right sides of two pieces of inclined support panel (13) crosspoints
Respectively open up a through-hole；In step 10, the injection pipe of two pulp shooting machines is penetrated in plank sheathing, by two pulp shooting machines to center
It is located at two through-hole lower position gunite concretes of horizontal supporting plate (12) in connector (3), concrete ejection enters center
In connector (3), when continuing concrete perfusion behind the position that filling concrete is expired in wooden model lower than horizontal supporting plate (12), portion
Concrete is divided to be packed into the position in central connector (3) above horizontal supporting plate (12) by through-hole, it is solidifying to concrete
Solid is at removing plank sheathing after crossbeam.
9. the construction method of beam column is built in room according to claim 7, it is characterized in that: in step 2, by central connector (3)
After inversion, in the first cavity (14) interior casting concrete, to concrete final set；In step 6, the casting concrete into template is poured
Concrete is built to being connected with the concrete block lower surface in the first cavity (14), forms lower layer's cylinder after concrete setting,
Remove plank sheathing.
10. the construction method of beam column is built in room according to claim 7, it is characterized in that: in step 3, by central connector
(3) lower layer's column reinforcing bar (2) are directed at, lower positioning plate (17) penetrates in the notch of lower layer's column reinforcing bar (2), then passes through bolt spiral shell
Mother's cooperation links together central connector (3) and lower layer's column reinforcing bar (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910601537.6A CN110284603A (en) | 2019-07-04 | 2019-07-04 | Beam column construction and its construction method are built in a kind of room |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113502915A (en) * | 2021-07-24 | 2021-10-15 | 中机工程有限公司 | Assembled concrete building beam column node connecting structure and hoisting process |
Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200371602Y1 (en) * | 2004-09-22 | 2005-01-07 | 이현철 | A assemble set for iron frame structure using H-beam |
| RU167170U1 (en) * | 2016-06-14 | 2016-12-27 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Новосибирский государственный архитектурно-строительный университет (Сибстрин)" | RIGID ASSEMBLY UNIT FOR BEAM WITH EXTREME COLUMN IN THE STEEL FRAME OF MULTI-STOREY BUILDING ON LAYERS |
| CN106320517A (en) * | 2016-11-01 | 2017-01-11 | 华南理工大学 | Upper end suspended type steel frame energy-consuming beam-column joint capable of being replaced after earthquakes |
| CN206174125U (en) * | 2016-11-10 | 2017-05-17 | 山东科技大学 | Connecting elements of H shape steel column and I -shaped girder steel |
| CN107208413A (en) * | 2015-01-06 | 2017-09-26 | 三星物产株式会社 | Girder steel connected structure |
| KR20180050903A (en) * | 2016-11-07 | 2018-05-16 | 영산대학교산학협력단 | Connection System of Progressive Collapse-Resistant Steel Moment Beam-Column |
| CN108104273A (en) * | 2017-12-21 | 2018-06-01 | 青岛理工大学 | Assembled self- recoverage concrete filled steel tube combined joint and installation method and structural system |
| CN108442521A (en) * | 2018-05-30 | 2018-08-24 | 中国建筑第八工程局有限公司 | Board plug type I-steel adjustable-length connecting node and its construction method |
| EP3366853A1 (en) * | 2017-02-24 | 2018-08-29 | New World China Land Limited | Prefabricated structural system and assembling method thereof |
| CN207846687U (en) * | 2018-02-02 | 2018-09-11 | 青岛理工大学 | A kind of prefabricated assembled modular frame node |
| CN109208758A (en) * | 2018-11-15 | 2019-01-15 | 辽宁工程技术大学 | A kind of X-shaped rib steel beam-column joint reinforcing device |
| CN109322393A (en) * | 2018-11-26 | 2019-02-12 | 柏林 | A kind of sets of brackets on top of the columns connector of H profile steel building |
| CN208563601U (en) * | 2018-07-26 | 2019-03-01 | 西安建筑科技大学 | A kind of concrete column-steel beam combined joint |
| CN109914596A (en) * | 2019-04-18 | 2019-06-21 | 西安建筑科技大学 | A kind of fast spelling formula box shape steel concrete column-H profile steel beams of concrete connecting node |
-
2019
- 2019-07-04 CN CN201910601537.6A patent/CN110284603A/en active Pending
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200371602Y1 (en) * | 2004-09-22 | 2005-01-07 | 이현철 | A assemble set for iron frame structure using H-beam |
| CN107208413A (en) * | 2015-01-06 | 2017-09-26 | 三星物产株式会社 | Girder steel connected structure |
| RU167170U1 (en) * | 2016-06-14 | 2016-12-27 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Новосибирский государственный архитектурно-строительный университет (Сибстрин)" | RIGID ASSEMBLY UNIT FOR BEAM WITH EXTREME COLUMN IN THE STEEL FRAME OF MULTI-STOREY BUILDING ON LAYERS |
| CN106320517A (en) * | 2016-11-01 | 2017-01-11 | 华南理工大学 | Upper end suspended type steel frame energy-consuming beam-column joint capable of being replaced after earthquakes |
| KR20180050903A (en) * | 2016-11-07 | 2018-05-16 | 영산대학교산학협력단 | Connection System of Progressive Collapse-Resistant Steel Moment Beam-Column |
| CN206174125U (en) * | 2016-11-10 | 2017-05-17 | 山东科技大学 | Connecting elements of H shape steel column and I -shaped girder steel |
| EP3366853A1 (en) * | 2017-02-24 | 2018-08-29 | New World China Land Limited | Prefabricated structural system and assembling method thereof |
| CN108104273A (en) * | 2017-12-21 | 2018-06-01 | 青岛理工大学 | Assembled self- recoverage concrete filled steel tube combined joint and installation method and structural system |
| CN207846687U (en) * | 2018-02-02 | 2018-09-11 | 青岛理工大学 | A kind of prefabricated assembled modular frame node |
| CN108442521A (en) * | 2018-05-30 | 2018-08-24 | 中国建筑第八工程局有限公司 | Board plug type I-steel adjustable-length connecting node and its construction method |
| CN208563601U (en) * | 2018-07-26 | 2019-03-01 | 西安建筑科技大学 | A kind of concrete column-steel beam combined joint |
| CN109208758A (en) * | 2018-11-15 | 2019-01-15 | 辽宁工程技术大学 | A kind of X-shaped rib steel beam-column joint reinforcing device |
| CN109322393A (en) * | 2018-11-26 | 2019-02-12 | 柏林 | A kind of sets of brackets on top of the columns connector of H profile steel building |
| CN109914596A (en) * | 2019-04-18 | 2019-06-21 | 西安建筑科技大学 | A kind of fast spelling formula box shape steel concrete column-H profile steel beams of concrete connecting node |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113502915A (en) * | 2021-07-24 | 2021-10-15 | 中机工程有限公司 | Assembled concrete building beam column node connecting structure and hoisting process |
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Application publication date: 20190927 |