CN108396878A - A kind of section steel beam is combined with profiled sheet blocks entrance construction method - Google Patents
A kind of section steel beam is combined with profiled sheet blocks entrance construction method Download PDFInfo
- Publication number
- CN108396878A CN108396878A CN201810266827.5A CN201810266827A CN108396878A CN 108396878 A CN108396878 A CN 108396878A CN 201810266827 A CN201810266827 A CN 201810266827A CN 108396878 A CN108396878 A CN 108396878A
- Authority
- CN
- China
- Prior art keywords
- steel
- concrete
- steel beam
- platform
- profiled sheet
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- 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
- E04B1/66—Sealings
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G1/152—Platforms made of metal or with metal-supporting frame
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
- E04G3/32—Hoisting devices; Safety devices
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The present invention relates to a kind of section steel beams to combine closure entrance construction method with profiled sheet, it is characterised in that the setting connection bolt in the concrete column and floor on hole periphery；Self-supporting hoistable platform is set at hole, and jacking apparatus is set on the platform expansion plate of self-supporting hoistable platform；After section steel beam and band steel back are risen to setting elevation, section steel beam, reinforcement angle steel one and reinforcement angle steel two is set to be bolted respectively with connecting, and slot is shelved with band steel in the both ends of band steel and is connect；Profiled sheet, steel reinforcement cage are set gradually on the top of section steel beam and band steel；It will connect after convex falcon, bar connecting section, Bolted angle connection muscle and steel reinforcement cage be connected firmly, first pour the concrete one at position among plate, pour the concrete two of plate edge again after one final set of concrete；The construction of fiber grid layer, crack resist at mortar layer, leveling mortar layer is finally carried out successively.The present invention can not only promote the construction efficiency and quality of sealing hole, be also prevented from and plate surface crack occur.
Description
Technical field
The present invention relates to floor entrance construction method, more particularly to a kind of section steel beam combines closure hole with profiled sheet and applies
Work method belongs to decorative engineering field, is suitable for the hole sealing work of neighbouring wall column.
Background technology
With China's expanding economy, construction industry is also applied in continuous innovation and development, modern tall residential project structure
In working hour, the case where structure of modification, is more and more caused by considering that incomplete or installation profession such as needs at the reasons early period.Work as architectural engineering
After agent structure completion, often need to carry out sealing plate construction to original hole.In sealing plate work progress, how quickly, efficiently, matter
Amount controllably completes structure sealing plate operation, at a current problem for needing to solve.
Currently, sealing plate is constructed, generally use holder, formwork from the bottom to top, successively carry out sealing plate construction, the construction operation side
Formula needs successively to set holder, template, and the construction period is longer, and new-old concrete seam crossing is easy to crack.Existing is a kind of closure hole
Mouth structure, including standard steel pipe, shore, fastener, glued plank sheathing, the hard lumps of wood and reinforcing bar etc., which is first to carry out at base
Reason is implanted into reinforcing bar at hole, after hole formwork and the processing of hole side, to hole casting concrete and maintenance construction, finally
Carry out form removable；Analysis finds, the structure need to be implanted into rearward between supporting module, new-old concrete bar connecting, sealing plate it is whole
Body has to be hoisted.Analysis is found, though existing sealing plate construction method achieves good engineering effort under suitable operating mode,
Still there is the problems such as blocking the raising of structure of the window intensity, construction efficiency is promoted, new and old plate globality improves not solved effectively.
In consideration of it, to promote floor hole closure construction quality, improving site operation efficiency, reduction project cost, at present
Urgently invention one kind can effectively promote floor hole closure construction quality, reduce site operation security risk, enhancing structure entirety
Property section steel beam combined with profiled sheet block entrance construction method.
Invention content
The purpose of the present invention is to provide a kind of construction efficiency that can promote sealing hole and quality, prevent crack from occurring
Section steel beam combined with profiled sheet block entrance construction method.
To realize the above-mentioned technical purpose, present invention employs following technical schemes：
A kind of section steel beam is combined with profiled sheet blocks entrance construction method, it is characterised in that including following construction procedure：
1) it connects bolt and band steel is shelved slot and preset：Concrete column and concrete slab are set on hole periphery, in concrete
Setting connection bolt one in column, the setting connection bolt two in concrete slab；And make connection bolt one and reinforcing bar in concrete column
Connection makes connection bolt two and bar connecting in concrete slab；In hole inner wall wall corresponding with band steel beam laying elevation
Interior setting band steel shelves slot；
2) self-supporting hoistable platform is arranged：Self-supporting hoistable platform is solid by lifting upright bar, hoist rope, platform cantilever lever, platform
Fixed board and platform expansion plate composition, are arranged oblique connecting rod, in platform expansion plate between platform expansion plate and platform cantilever lever
Reinforcement batten is set with platform fixed plate joint, Strengthening corner muscle is set between platform fixed plate and platform cantilever lever；Pass through
Lifting upright bar lifts platform cantilever lever to setting elevation together with platform fixed plate, will using rod end dead ring and anchor bolt
Platform cantilever lever is connected firmly with the concrete slab to connect；Hanging ring is set in lifting upright bar；
3) jacking apparatus is laid：After the completion of self-supporting hoistable platform is laid, jacking dress is laid in the both sides on platform expansion plate
It sets, and the axis of both sides jacking apparatus is made to be overlapped respectively with the longitudinal axis of section steel beam and band steel beam；
4) section steel beam and band steel back rise positioning：Reinforcement angle steel one is respectively welded on the top of section steel beam and band steel beam and mends
Strong angle steel two, and section steel beam and band steel beam are respectively arranged on to the top of both sides jacking apparatus；By jacking apparatus by section steel beam and
Band steel back rise to setting elevation after, so that section steel beam is connected by fastening screw two with bolt one is connect, make reinforcement angle steel one and
Connection bolt one is connected by fastening screw one；Band steel is inserted at the both ends of band steel beam to shelve in slot, and make reinforcement angle steel two with
Connection bolt two-way crosses the connection of fastening screw three；
5) profiled sheet, steel reinforcement cage are laid：First profiled sheet is lifted to section steel beam and band steel beam using boom hoisting
Top, then by reinforcing bar cage hoisting to profiled sheet top；Then work stools plate is laid, and the stool pier of work stools plate is made to be set to shaped steel
On beam and band steel beam；Profiled sheet and section steel beam and profiled sheet and band steel beam are compressed respectively by two rigid press strips,
And it is fastened using fastening bolt；Convex falcon is connected between steel reinforcement cage and profiled sheet, is connected between rigid press strip and steel reinforcement cage
Reinforcement angle steel one, reinforcement angle steel two are connected firmly by bar connecting section with steel reinforcement cage respectively；
6) concreting：First at least two baffles are arranged in steel reinforcement cage is divided into middle area and two by space in steel reinforcement cage
A marginal zone pours to form concrete one in middle area, and baffle is taken out after one final set of concrete, then pours two marginal zones
Concrete two；Casting concrete three in the gap of slot are shelved to band steel；
7) after the concrete two forms intensity, then fiber grid layer, crack resist at mortar layer, leveling mortar layer are successively carried out
Construction.
Connection screw thread is arranged in the step 1) inside for connecting bolt one, connecting bolt two, connects bolt one and mixes
Reinforcing bar is connected by lateral connection muscle in solidifying earth pillar, and connection bolt two is connected with reinforcing bar in concrete slab by vertically connecting reinforcing bar
It connects.
" L " shape is made using I-steel or H profile steel in step 2) the platform cantilever lever, is adjusted by junction steel plate flat
The elevation of platform fixed plate；It is bolted by batten between platform fixed plate and platform expansion plate and reinforcement batten；Rod end fastens
Ring is " U "-shaped, and both ends are respectively provided with anchor bolt and pass through hole.
Step 3) the jacking apparatus uses hydraulic jack, in jack-up construction to multiple jackings of same axis
Device synchronizes Bit andits control.
Step 4) the band steel is shelved slot and is defaulted in in the wall for blocking hole both sides, and the bottom of slot is shelved in band steel
Slot bottom reinforcement angle steel is arranged in portion, and keeps the outer surface of slot bottom reinforcement angle steel concordant with wall and surface.
The step 5) the rigid press strip is in strip, and bar connecting section is preset on rigid press strip；The work stools
Plate is made of stool pier, stool beam and rib, and stool pier and stool beam are made of I-steel or H profile steel, and rib is cut using steel plate；
Stool beam is welded to connect with rib.
The step 6) the concrete one, concrete two, the strength grade of concrete three are identical, concrete two and coagulation
Soil three is all made of prestressed concrete.
Step 7) the fiber grid layer is synchronized along the upper surface for blocking hole, concrete slab to be laid with, and along coagulation
The short transverse extension 50-100cm of earth pillar, wall, using steel fibre grid or fiberglass grid；Crack resist at mortar layer and levelling
Screed is layed in the top of fiber grid layer successively.
The present invention has the characteristics that following and advantageous effect
(1) self-supporting hoistable platform can effectively reduce the difficulty of work on the spot putting up platform, promote site operation efficiency and peace
Quan Xing.
(2) bonding strength of effective enhancing structure, realizes different attribute construction material cooperative bearing, the entirety of lift structure
Property.
(3) by the way that fiber grid layer, crack resist at mortar layer and anti-crack concrete is arranged, the general of crack generation can effectively be reduced
Rate reduces the expense of later period maintenance.
Description of the drawings
Fig. 1 is that cross section is illustrated after the completion of a kind of section steel beam of the present invention combines closure structure of the window construction with profiled sheet
Figure；
Fig. 2 is schematic cross-sectional view after the completion of the floor concrete casting of the holes Fig. 1；
Fig. 3 is schematic cross-sectional view after the completion of Fig. 1 profiled sheets and steel reinforcement cage laying；
Fig. 4 is Fig. 1 section steel beams and band steel beam jack-up construction schematic diagram；
Fig. 5 is that Fig. 1 band steel beams insertion band steel shelves sectional schematic diagram after slot；
Fig. 6 is the schematic cross-sectional view of band steel beam and wall connecting part after the completion of the construction of Fig. 1 structure of the window；
Fig. 7 is Fig. 1 rod end dead ring schematic cross-sectional views；
Fig. 8 is Fig. 1 work stools plate structure schematic diagrams；
Fig. 9 is that a kind of section steel beams of Fig. 1 combine closure structure of the window construction process figure with profiled sheet.
In figure：1- section steel beams；2- profiled sheets；3- concrete columns；4- connections bolt one；5- concrete slabs；6- connection spiral shells
Bolt two；Reinforcing bar in 7- concrete columns；Reinforcing bar in 8- concrete slabs；9- lifts by crane upright bar；10- hoist ropes；11- platform cantilever levers；
12- platform fixed plates；13- platform expansion plates；The oblique connecting rods of 14-；15- reinforcement battens；16- Strengthening corner muscle；17- rod ends fasten
Ring；18- anchor bolts；19- jacking apparatus；20- band steel beams；21- reinforcement angle steel one；22- reinforcement angle steel two；23- fastening screws
One；24- fastening screws two；25- band steels shelve slot；26- fastening screws three；27- steel reinforcement cages；28- work stools plates；29- stool piers；
30- rigidity press strips；31- fastening bolts；The convex falcon of 32- connections；33- bar connecting sections；34- baffles；35- concrete one；36- coagulations
Soil two；37- concrete three；38- fiber grid layers；39- crack resist at mortar layers；40- leveling mortar layers；41- lateral connection muscle；42-
Vertical connection reinforcing bar；43- junction steel plates；44- crab bolt；45- anchor bolts pass through hole；46- slot bottom reinforcement angle steel；47- stools
Beam；48- ribs；49- hanging rings；50- walls.
Specific embodiment
The requirement of the cutting Hoisting Construction Technology of section steel beam and band steel beam, site welding construction technical requirement, concrete match ratio
Required than design and pouring construction technology etc., it is repeated no more in present embodiment, emphasis illustrates that the present invention relates to the implementations of structure
Mode.
Fig. 1 is that cross section is illustrated after the completion of a kind of section steel beam of the present invention combines closure structure of the window construction with profiled sheet
Figure, Fig. 2 are schematic cross-sectional views after the completion of the floor concrete casting of the holes Fig. 1, and Fig. 3 is that Fig. 1 profiled sheets and steel reinforcement cage are laid
Schematic cross-sectional view after the completion, Fig. 4 are Fig. 1 section steel beams and band steel beam jack-up construction schematic diagram, and Fig. 5 is that the insertion of Fig. 1 band steel beams is flat
Steel shelves sectional schematic diagram after slot, and Fig. 6 is that band steel beam and the cross section of wall connecting part show after the completion of Fig. 1 structure of the window is constructed
It is intended to, Fig. 7 is Fig. 1 rod end dead ring schematic cross-sectional views, and Fig. 8 is Fig. 1 work stools plate structure schematic diagrams.Referring to Fig.1~Fig. 8 institutes
Show, a kind of section steel beam of the present invention is combined with profiled sheet blocks entrance construction method, concrete column (3) and building on hole periphery
Setting connection bolt in plate；Self-supporting hoistable platform is set at hole, and on the platform expansion plate (13) of self-supporting hoistable platform
Jacking apparatus (19) is set；After section steel beam (1) and band steel beam (20) jacking to setting elevation, make section steel beam (1), section steel beam
(1), reinforcement angle steel one (21) and reinforcement angle steel two (22) are bolted with connecting respectively, and the both ends of band steel are shelved with band steel
Slot (25) connects；Profiled sheet (2), steel reinforcement cage (27) are set gradually on the top of section steel beam (1) and band steel；Convex falcon will be connected
(32), after bar connecting section (33), Bolted angle connection muscle and steel reinforcement cage (27) are connected firmly, the concrete at position among plate is first poured
One (35) pour the concrete two (36) of plate edge again after concrete one (35) final set；Fiber lattice are finally carried out successively
The construction of grid layer (38), crack resist at mortar layer (39), leveling mortar layer (40).
The planar dimension at hole to be closed is 2m × 3m.
Section steel beam (1) long 2m uses strength grade for the 25# equal leg angle beams of Q235B.Band steel beam (20) is using intensity etc.
Grade is Q235B, and size is the H profile steel of 150 × 150 × 7 × 10mm.
Profiled sheet (2) uses strength grade for Q235B, wave height 51mm, pitch of waves 342mm, effective width 1025mm, thickness
The floor support plate of 0.8mm.
Concrete column (3) sectional dimension is 500 × 500mm, strength grade of concrete C35.
Connection bolt one (4), connection bolt two (6) match with M22 screw rods, length 150mm.
Concrete slab (5) thickness 110mm, strength grade of concrete C30.
Reinforcing bar (7) is using the spiral of a diameter of 25mm in concrete column, and reinforcing bar (8) is using a diameter of in concrete slab
The spiral of 12mm.
Upright bar (9) high 2m is lifted by crane, uses strength grade for Q235B, size is the H profile steel of 250 × 250 × 9 × 14mm.It rises
Lifting rope rope (10) uses the cable wire of a diameter of 31.5mm；Platform cantilever lever (11) uses strength grade for Q235B, size 150
The H profile steel of × 150 × 7 × 10mm；Platform fixed plate (12) and platform expansion plate (13) width 1m, long 3m are all made of thick 2mm, strong
The steel plate that degree grade is Q235B is cut.
Oblique connecting rod (14), Strengthening corner muscle (16) be all made of strength grade be Q235B, size be 100 × 100 × 6 ×
The H profile steel of 8mm.
The width of reinforcement batten (15) be 0.3m, a length of 3m, use thick 2mm, strength grade for Q235B steel plate cutting and
At.
The width of rod end dead ring (17) be 0.2m, a height of 0.2m, take the shape of the letter U, it is prefabricated using the steel plate of wide 0.1m, thickness 1mm and
At；It is 30mm that preset anchor bolt, which passes through the aperture of hole (45), on rod end dead ring (17).
Anchor bolt (18) uses the stainless steel bolt of M27 × 150mm.
Jacking apparatus (19) uses the hydraulic jack of 5t.
Reinforcement angle steel one (21), reinforcement angle steel two (22) width be 200mm, the length of side on both sides is 300mm, using thickness
2mm, the steel plate that strength grade is Q235B are cut.
Fastening screw one (23), fastening screw two (24), fastening screw three (26) are all made of the stainless steel of M22 × 150mm
Bolt.
The height that band steel shelves slot (25) is 400mm, width 200mm.
Steel reinforcement cage (27) is made of the plain steel-bar of a diameter of 10mm, bar spacing 100mm, the spacing of double steel bar
For 80mm.
Work stools plate (28) is made of stool pier (29), stool beam (47) and rib (48), the wherein high 20cm of stool pier, stool beam (47)
Long 2m, rib (48) long 50cm；It is Q235B that stool pier (29) and stool beam (47), which are all made of strength grade, and size is 150 × 150 × 7
The H profile steel of × 10mm；Rib (48) is cut using the steel plate of thickness 2mm.
The width of rigid press strip (30) is 200mm, a length of 300mm, and thick 1mm, strength grade is used to be cut for the steel plate of Q235B
It forms.
Fastening bolt (31) uses the stainless steel bolt of M22 × 150mm.
Convex falcon (32) high 30mm is connected, using the spiral of diameter 12mm, is welded to connect with profiled sheet (2).
Bar connecting section (33) long 50mm is welded to connect using the spiral of diameter 12mm with rigid press strip (30).
Baffle (34) uses the plastic plate of thickness 2mm.
The strength grade of concrete one (35), concrete two (36) and concrete three (37) is C30, wherein concrete one
(35) common pea gravel concreten is used；Concrete two (36) and concrete three (37) use slightly expanded concrete.
Fiber grid layer (38) uses GGA2525 fiberglass grids.
Crack resist at mortar layer (39) uses strength grade for the crack resist at mortar of M20.
Leveling mortar layer (40) uses strength grade for the conventional cement mortar of M20.
Lateral connection muscle (41) and vertical connection reinforcing bar (42) are all made of the spiral of a diameter of 20mm.
Junction steel plate (43) uses the steel plate that thickness is Q235B for 1cm, strength grade.
Bar crab bolt (44) uses the stainless steel bolt of M22 × 150mm.
The width of slot bottom reinforcement angle steel (46) be 200mm, the length of side on both sides is 300mm, use thick 2mm, strength grade for
The steel plate of Q235B is cut.
Hanging ring (49) uses bearing capacity for 3 tons, and internal diameter is the hanging ring of 50mm.
Wall (50) is the clay tile wall of 370mm thickness.
Fig. 9 is that a kind of section steel beams of Fig. 1 combine closure structure of the window construction process figure, with reference to shown in Fig. 8, one with profiled sheet
It includes following construction procedure that kind section steel beam, which combines with profiled sheet and blocks entrance construction method,：
1) it connects bolt and band steel is shelved slot (25) and preset：The setting connection bolt in the concrete column (3) on hole periphery
One (4), the setting connection bolt two (6) in the concrete slab (5) on hole periphery；And make connection bolt one (4) and concrete column
Interior reinforcing bar (7) connection, makes connection bolt two (6) be connect with reinforcing bar in concrete slab (8)；Elevation phase is being laid with band steel beam (20)
Setting band steel shelves slot (25) in corresponding wall (50)；
2) self-supporting hoistable platform is arranged：Self-supporting hoistable platform is by lifting upright bar (9), hoist rope (10), platform cantilever lever
(11), platform fixed plate (12) and platform expansion plate (13) composition, between platform expansion plate (13) and platform cantilever lever (11)
Oblique connecting rod (14) is set, reinforcement batten (15) is set in platform expansion plate (13) and platform fixed plate (12) joint,
Strengthening corner muscle (16) is set between platform fixed plate (12) and platform cantilever lever (11)；By lifting by crane upright bar (9) by platform cantilever
After bar (11) is together with platform fixed plate (12) lifting to setting elevation, it will be put down using rod end dead ring (17) and anchor bolt (18)
Platform cantilever lever (11) is connected firmly with the concrete slab (5) to connect；The setting hanging ring (49) in lifting upright bar (9)；
3) jacking apparatus (19) is laid：After the completion of self-supporting hoistable platform is laid, jacking is laid on platform expansion plate (13)
Device (19), and the axis of jacking apparatus (19) is made to be overlapped with the axis of section steel beam (1) and band steel beam (20)；
4) section steel beam (1) and band steel beam (20) jacking positioning：It is respectively welded on the top of section steel beam (1) and band steel beam (20)
Reinforcement angle steel one (21) and reinforcement angle steel two (22), and section steel beam (1) and band steel beam (20) are respectively arranged on jacking apparatus (19)
Top；By jacking apparatus (19) will section steel beam (1) and band steel beam (20) jacking to setting elevation after, make section steel beam (1) with
It connects bolt one (4) to connect by fastening screw one (23), make reinforcement angle steel one (21) and connect bolt one (4) by fastening spiral shell
Bar two (24) connects；Band steel is inserted at the both ends of band steel beam (20) to shelve in slot (25), and makes reinforcement angle steel two (22) and connect
Bolt two (6) is connected by fastening screw three (26)；
5) profiled sheet (2), steel reinforcement cage (27) are laid：First profiled sheet (2) is lifted to section steel beam using boom hoisting
(1) and the top of band steel beam (20), then by steel reinforcement cage (27) lifting to profiled sheet (2) top；Then work stools plate is laid
(28), and the stool pier (29) of work stools plate (28) is made to be set on section steel beam (1) and band steel beam (20)；It will by rigid press strip (30)
Profiled sheet (2) is compressed with section steel beam (1) and band steel beam (20), and is fastened using fastening bolt (31)；Convex falcon will be connected respectively
(32), bar connecting section (33), reinforcement angle steel one (21), reinforcement angle steel two (22) and steel reinforcement cage (27) are connected firmly；
6) concreting：Baffle (34) is first set between floorslab concrete one (35) and concrete two (36), then is poured
The concrete one (35) for building position among plate takes out baffle (34) after concrete one (35) final set, then pours edges of boards edge
The concrete two (36) of position；Casting concrete three (37) in the gap of slot (25) is shelved to band steel；
7) fiber grid layer (38), crack resist at mortar layer (39), leveling mortar layer (40) construction：Concrete two (36) forms strong
After degree, then the construction of fiber grid layer (38), crack resist at mortar layer (39), leveling mortar layer (40) is carried out successively.
Claims (8)
1. a kind of section steel beam is combined with profiled sheet blocks entrance construction method, it is characterised in that including following construction procedure：
1) it connects bolt and band steel is shelved slot (25) and preset：On hole periphery, concrete column (3) and concrete slab (5) are set,
Setting connection bolt one (4) in concrete column (3), the setting connection bolt two (6) in concrete slab (5)；And make connection bolt
One (4) are connect with reinforcing bar in concrete column (7), and connection bolt two (6) is made to be connect with reinforcing bar in concrete slab (8)；With band steel
Beam (20) lays setting band steel in the corresponding hole inner wall wall (50) of elevation and shelves slot (25)；
2) self-supporting hoistable platform is arranged：Self-supporting hoistable platform by lifting upright bar (9), hoist rope (10), platform cantilever lever (11),
Platform fixed plate (12) and platform expansion plate (13) composition, are arranged oblique between platform expansion plate (13) and platform cantilever lever (11)
It is solid in platform in platform expansion plate (13) and platform fixed plate (12) joint setting reinforcement batten (15) to connecting rod (14)
Strengthening corner muscle (16) is set between fixed board (12) and platform cantilever lever (11)；By lifting by crane upright bar (9) by platform cantilever lever (11)
After platform fixed plate (12) lifting to setting elevation, using rod end dead ring (17) and anchor bolt (18) by platform cantilever
Bar (11) is connected firmly with the concrete slab (5) to connect；The setting hanging ring (49) in lifting upright bar (9)；
3) jacking apparatus (19) is laid：After the completion of self-supporting hoistable platform is laid, top is laid in the both sides on platform expansion plate (13)
Device (19) is risen, and the axis of both sides jacking apparatus (19) is made to be overlapped respectively with the longitudinal axis of section steel beam (1) and band steel beam (20)；
4) section steel beam (1) and band steel beam (20) jacking positioning：Reinforcement is respectively welded on the top of section steel beam (1) and band steel beam (20)
Angle steel one (21) and reinforcement angle steel two (22), and section steel beam (1) and band steel beam (20) are respectively arranged on both sides jacking apparatus (19)
Top；By jacking apparatus (19) will section steel beam (1) and band steel beam (20) jacking to setting elevation after, make section steel beam (1) with
It connects bolt one (4) to connect by fastening screw two (24), make reinforcement angle steel one (21) and connect bolt one (4) by fastening spiral shell
Bar one (23) connects；Band steel is inserted at the both ends of band steel beam (20) to shelve in slot (25), and makes reinforcement angle steel two (22) and connect
Bolt two (6) is connected by fastening screw three (26)；
5) profiled sheet (2), steel reinforcement cage (27) are laid：First profiled sheet (2) is lifted to section steel beam (1) using boom hoisting and
The top of band steel beam (20), then steel reinforcement cage (27) is lifted to profiled sheet (2) top；Then work stools plate (28) is laid, and
The stool pier (29) of work stools plate (28) is set to be set on section steel beam (1) and band steel beam (20)；Respectively by two rigid press strips (30)
Profiled sheet (2) and section steel beam (1) and profiled sheet (2) and band steel beam (20) are compressed, and tight using fastening bolt (31)
Gu；Convex falcon (32) is connected between steel reinforcement cage (27) and profiled sheet (2), is connected between rigid press strip (30) and steel reinforcement cage (27)
Bar connecting section (33) is connect, reinforcement angle steel one (21), reinforcement angle steel two (22) and steel reinforcement cage (27) are connected firmly respectively；
6) concreting：During first steel reinforcement cage (27) interior space is divided by least two baffles of setting (34) in steel reinforcement cage (27)
Between area and two marginal zones, pour to form concrete one (35) in middle area, baffle taken out after concrete one (35) final set
(34), the concrete two (36) of two marginal zones is then poured；Casting concrete three in the gap of slot (25) is shelved to band steel
(37)；
7) fiber grid layer (38), crack resist at mortar layer (39), leveling mortar layer (40) construction：Concrete two (36) forms intensity
Afterwards, then successively the construction of fiber grid layer (38), crack resist at mortar layer (39), leveling mortar layer (40) is carried out.
2. a kind of section steel beam according to claim 1 is combined with profiled sheet blocks entrance construction method, it is characterised in that：
Connection screw thread, connection bolt one (4) and concrete is arranged in step 1) the connection bolt one (4), the inside for connecting bolt two (6)
Reinforcing bar (7) is connected by lateral connection muscle (41) in column, and connection bolt two (6) is with reinforcing bar in concrete slab (8) by vertically connecting
Connect reinforcing bar (42) connection.
3. a kind of section steel beam according to claim 1 is combined with profiled sheet blocks entrance construction method, it is characterised in that：
" L " shape is made using I-steel or H profile steel in step 2) the platform cantilever lever (11), and it is solid to adjust platform by junction steel plate (43)
The elevation of fixed board (12)；Pass through a crab bolt between platform fixed plate (12) and platform expansion plate (13) and reinforcement batten (15)
(44) it connects；Rod end dead ring (17) is " U "-shaped, and both ends are respectively provided with anchor bolt and pass through hole (45).
4. a kind of section steel beam according to claim 1 is combined with profiled sheet blocks entrance construction method, it is characterised in that：
Step 3) the jacking apparatus (19) uses hydraulic jack, in jack-up construction to multiple jacking apparatus (19) of same axis
Synchronize Bit andits control.
5. a kind of section steel beam according to claim 1 is combined with profiled sheet blocks entrance construction method, it is characterised in that：
Step 4) the band steel is shelved slot (25) and is defaulted in in the wall (50) for blocking hole both sides, and the bottom of slot (25) is shelved in band steel
Slot bottom reinforcement angle steel (46) is arranged in portion, and keeps the outer surface of slot bottom reinforcement angle steel (46) concordant with wall (50) metope.
6. a kind of section steel beam according to claim 1 is combined with profiled sheet blocks entrance construction method, it is characterised in that：
Step 5) the rigid press strip (30) is in strip, and bar connecting section (33) is preset on rigid press strip (30)；The work stools
Plate (28) is made of stool pier (29), stool beam (47) and rib (48), and stool pier (29) and stool beam (47) use I-steel or H profile steel system
At rib (48) is cut using steel plate；Stool beam (47) is welded to connect with rib (48).
7. a kind of section steel beam according to claim 1 is combined with profiled sheet blocks entrance construction method, it is characterised in that：
Step 6) the concrete one (35), concrete two (36), the strength grade of concrete three (37) are identical, concrete two (36) and
Concrete three (37) is all made of prestressed concrete.
8. a kind of section steel beam according to claim 1 is combined with profiled sheet blocks entrance construction method, it is characterised in that：
Step 7) the fiber grid layer (38) synchronizes along the upper surface for blocking hole, concrete slab (5) and is laid with, and along concrete column
(3), the short transverse of wall (50) extends 50-100cm, using steel fibre grid or fiberglass grid；Crack resist at mortar layer
(39) and leveling mortar layer (40) is layed in the top of fiber grid layer (38) successively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810266827.5A CN108396878B (en) | 2018-03-28 | 2018-03-28 | A kind of section steel beam is combined with profiled sheet blocks entrance construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810266827.5A CN108396878B (en) | 2018-03-28 | 2018-03-28 | A kind of section steel beam is combined with profiled sheet blocks entrance construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108396878A true CN108396878A (en) | 2018-08-14 |
| CN108396878B CN108396878B (en) | 2019-09-27 |
Family
ID=63093255
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810266827.5A Active CN108396878B (en) | 2018-03-28 | 2018-03-28 | A kind of section steel beam is combined with profiled sheet blocks entrance construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108396878B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158788A (en) * | 2019-05-27 | 2019-08-23 | 中国十七冶集团有限公司 | A kind of construction method of composite floor system and wall junction self waterproofing |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008031821A (en) * | 2006-06-29 | 2008-02-14 | Ube Ind Ltd | Method and structure for reinforcing opening of concrete beam |
| CN103437499A (en) * | 2013-09-12 | 2013-12-11 | 南京工业大学 | Web-punched profiled steel plate combination beam with ribbed stiffeners and mounting method of combination beam |
| CN106760500A (en) * | 2017-03-07 | 2017-05-31 | 中国五冶集团有限公司 | A kind of formwork support structure of hole to be provided top cover construction |
| CN106801511A (en) * | 2017-02-27 | 2017-06-06 | 中建八局第三建设有限公司 | A kind of super large reserved opening hanging mould structure and its construction method |
-
2018
- 2018-03-28 CN CN201810266827.5A patent/CN108396878B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008031821A (en) * | 2006-06-29 | 2008-02-14 | Ube Ind Ltd | Method and structure for reinforcing opening of concrete beam |
| CN103437499A (en) * | 2013-09-12 | 2013-12-11 | 南京工业大学 | Web-punched profiled steel plate combination beam with ribbed stiffeners and mounting method of combination beam |
| CN106801511A (en) * | 2017-02-27 | 2017-06-06 | 中建八局第三建设有限公司 | A kind of super large reserved opening hanging mould structure and its construction method |
| CN106760500A (en) * | 2017-03-07 | 2017-05-31 | 中国五冶集团有限公司 | A kind of formwork support structure of hole to be provided top cover construction |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158788A (en) * | 2019-05-27 | 2019-08-23 | 中国十七冶集团有限公司 | A kind of construction method of composite floor system and wall junction self waterproofing |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108396878B (en) | 2019-09-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106013172B (en) | Double-row pile combines Deep Foundation Pit Support for Soft Soil structure and construction method with diagonal brace | |
| CN108086343B (en) | Cantilever type single-side wall body mixed reinforcement and replacement structure and construction method thereof | |
| CN106223516B (en) | ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method | |
| CN105951612B (en) | Stake head bug repairing and reinforcement structure and its construction method under active service bridge water | |
| CN106555453A (en) | A kind of prefabricated overlapped hollow plate of prestressing force and its construction method | |
| CN104895230A (en) | Post-cast belt for precast composite floor slabs and construction method of post-cast belt | |
| CN111042569B (en) | Construction method for additionally building linear accelerator machine room in limited space of hospital basement | |
| CN108951840B (en) | Method for constructing arc-shaped outer wall of basement based on single-side formwork support of shaped support | |
| CN107299773B (en) | Load bearing wall reinforcing construction method | |
| CN108035379B (en) | Comprehensive pipe gallery and construction method thereof | |
| CN109137986A (en) | Urban road inspection shaft walling crib green promotes reinforced construction method | |
| CN110080247A (en) | The narrow conflict area basement structure of pattern foundation pit supporting structure side slope and construction method | |
| CN108396878B (en) | A kind of section steel beam is combined with profiled sheet blocks entrance construction method | |
| CN103866982B (en) | A kind of petal art framework construction method | |
| CN108951643B (en) | Super high-rise deep foundation pit basement core tube large-span large-area support changing construction method | |
| CN208309790U (en) | A kind of section steel beam is combined with profiled sheet blocks structure of the window | |
| CN109267578B (en) | Inclined plane plain concrete structure and construction method thereof | |
| CN208072974U (en) | A kind of self-supporting hoistable platform jacking hole steel beam structure | |
| CN108130889B (en) | Manufacturing method of stepped construction joint between main bottom plate of pump brake and side wall of runner layer | |
| CN217175201U (en) | Assembled concrete column connected node | |
| CN112609966B (en) | Construction method for constructing super-thick concrete top plate by utilizing simple latticed column laminated slab system | |
| CN206070809U (en) | ALC steam-pressing aero-concretes batten inclines curtain wall structure | |
| CN108930406A (en) | Construction method for large-formwork narrow-space wall based on integral assembly | |
| CN212802185U (en) | Prefabricated steel bar truss floor of assembled form removal-free | |
| CN112746628A (en) | Cast-in-place comprehensive pipe gallery formwork supporting structure and cast-in-place comprehensive pipe gallery construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |