CN104895092B - The method that a kind of interim lattice column of inner support is used as permanent structure post - Google Patents
The method that a kind of interim lattice column of inner support is used as permanent structure post Download PDFInfo
- Publication number
- CN104895092B CN104895092B CN201510297618.3A CN201510297618A CN104895092B CN 104895092 B CN104895092 B CN 104895092B CN 201510297618 A CN201510297618 A CN 201510297618A CN 104895092 B CN104895092 B CN 104895092B
- Authority
- CN
- China
- Prior art keywords
- column
- concrete
- lattice column
- lattice
- template
- 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.)
- Expired - Fee Related
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses the method that a kind of interim lattice column of inner support is used as permanent structure post.The method includes the design principle combined by lattice column, column pile driving construction, structural column construction, structural column formwork erection, 5 steps of structural column concreting with permanent structure post.The present invention is the position of inner support lattice column to be overlapped with basement structure post location positioning in the design phase, not remove after the completion of the construction of inner support steel structure column, by colligation steel bar stress, casting concrete on the outside of lattice column, basement structure post is eventually served as.The method can not only effectively utilize existing basement space, and can in work progress the reduction of erection time, save buildings and resources, reduce construction cost, with very strong promotional value.
Description
Technical field
The present invention relates to the method that a kind of interim lattice column of inner support is used as permanent structure post.
Background technology
With the development that modern architecture industry is maked rapid progress, the increasingly reduction in urban architecture space promotes urban architecture
Progressively to complex structure, increase the underground space and the direction such as utilize to develop.As city proper building is dense, give
The construction of building brings many retardances, it is difficult to constructed using traditional pattern.Therefore various support forms
Develop and perfect continuous.Fender post (wall) plus inner support this support form are one of which.By
In its simple structure, stress clearly, technology maturation, safe and reliable, particularly exist in deep big foundation pit engineering
Surrounding enviroment are more complicated or the foundation ditch that geological conditions is poor in apply quite varied.Inner support form typically has
Concrete support and bracing members, with the increase for supporting span, typically all can support the larger position of beam stress
Lattice column or concrete column are set, and any support column typically can be all removed after the completion of supporting task.
It is longer to thus result in the construction period, waste of resource.
Content of the invention
The technical problem to be solved in the present invention is to provide a kind of interim lattice column of inner support as permanent structure post
Method.
In order to solve above-mentioned technical problem, the technical solution used in the present invention is：The interim lattice column of inner support is used
The method for making permanent structure post, comprises the following steps：
First, the design principle combined with permanent structure post by lattice column
The lattice column of inner support is arranged in the range of internal support of foundation pit the position of basement structure post, is met
Force status as the interim lattice column of inner support；Stiffness of the lattice column as permanent structure post after excavation of foundation pit
Reinforcing bar, forms permanent structure post；
Stand column pile participates in the stress of engineering pile, and stand column pile is entered as engineering pile by the Force Calculation rule of a clump of piles
Row is utilized；
2nd, column pile driving construction
Enter field measurement：
Lattice column and positioning formula lattice column are supported using batch production Product processing outside the venue；Prepare by design requirement
Material list hands over consigned processing after supervision ＆ assessment, it is ensured that material and fabricating quality and have every checking measure；According to industry
Main offer cross-post record and each stake point carry out checking measurement, through check errorless after fill in pile extension record；Applying
Workshop ground is recorded according to plane delivery receiving stake beneficial to ground traverse point is arranged where protection and setting-out, and setting-out goes out
The plane coordinates of surface traverse point；
Drilling and forming hole, borehole cleaning：
Verify once per 4～5m of drilling depth, all should verify before more bit change or at easy shrinkage cavity；Hole depth
Deviation ensures within ± 10cm；Sediment thickness is defined by measured quantity after second borehole cleaning, need to be not more than 5cm；
The purpose of borehole cleaning is to exchange mud in hole, eliminates boring mud and precipitation, and the direct circulation system using pore-forming is straight
Tap into row；Borehole cleaning is carried out in two times, and first time borehole cleaning is carried out after pore-forming is finished immediately；Second borehole cleaning exists
Decentralization steel reinforcement cage and conduit are carried out after installing；Borehole cleaning terminates, can be with supervisor to hole depth, and bottom hole is sunk
Situations such as slag, is checked, and fills in pore-forming receipt in time, and borehole cleaning half an hour after planted agent irrigates concrete；
Hang steel reinforcement cage：
The lifting of stand column pile fabrication of reinforcing cage is with routine cast-in-situ bored pile pouring construction；
The installation of lattice column and perpendicularity Bit andits control：
Lattice column is hung using an automobile loop wheel machine, and suspension centre is located at lattice column top；Lattice column is fixed and is adopted
Bent up with steel reinforcement cage part cage bar top, be welded and fixed with lattice column batten plate and angle steel, lattice column must when fixed
Steel reinforcement cage center must be occupy；
In welding process, crane hangs lattice column all the time, it is to avoid its stress；Should be accurate when in shaped steel, stake hangs
Positioning, it is ensured that the control of stand column pile perpendicularity of lattice column 1/500～1/1000, centre deviation ± 5mm；
Underwater Concrete is poured：
Quality is poured in order to ensure concrete when stand column pile concrete is poured, it is ensured that the concrete for entering lattice column in stake reaches design
Require, a pile underwater concrete pouring technique should be taken；And constructed using pumping concrete；
3rd, structural column construction
The technological process of structural column construction is as follows：
Cubic metre of earth smooth → cushion construction → line setting → draw hole → insertion reinforcing bar → cap constructs → in stem stem
On lattice column, weldering well word muscle (each one up and down) connects for positioning stirrup → set column tie-bar → vertical applied force muscle
→ bandage muscle → carry out next process
Cap is constructed：
Using arch without beam, cap is set with floor part in lattice column, it is possible to resolve base plate Punching Shear problem；
Reduce the effective span of base plate；Reduce seat shoulder bar；Different with construction according to stress, cap is divided into half cap
Construction, 3/4 cap construction, double capital construction, complete cap construct four classes；
Stirrup is positioned：
Well word muscle is welded on lattice column according to post position；Post is carried out after will be firm with well word muscle colligation for positioning stirrup
Cage bar connects；
Structure column tie-bar can be passed through from the space between lattice column angle steel, when lattice column batten plate met by stirrup, can
Punch on batten plate through the aperture that punches on batten plate is bar diameter+2mm；
Structural column Vertical bar connection：
Lattice column elevationally outward bar connecting when, be to ensure project progress and quality, bar diameter in post
D >=Ф 20, splice are connected using straight thread compression sleeve；In every layer of basement bottom board work progress
At cap position, lattice column surrounding electricity consumption drill hole is put into reinforcing bar, and reinforcing bar insertion depth is from cap bottom 1m；
According to layout design and code requirement straight screw sleeve by upper and lower two-layer steel bars after the earth excavation
Connection；
Lattice column is connected with basement roof：
Peg of the specification for d=19mm, L=100mm, peg are welded in lattice column and basement roof junction
Spacing is 100mm, increases the cohesive force with floor by peg；Arrange under beam at basement driving passage
Steel bracket, steel bracket are connected by full weld with lattice column；
Lattice column is connected with first support beam：
One layer of C10 concrete cushion, bed course and lattice are built first in beam bottom pour mold when lattice column is connected with support beam
Post junction arranges angle steel supporting plate, and lattice column is 12mm with beam handing-over bottom per two pieces of thickness of the elongated full weld in side
Batten plate, bores a hole along axis of support direction on lattice column top, and aperture is bar diameter+2mm, welds 3 Φ 20
Reinforcing bar, is connected with support beam；Support beam casting concrete cuts bottom concrete bed course after reaching structural strength；
When cap position is connected with beam reinforced steel bar, beam reinforced steel bar is that lattice column crossover sites are punched to lattice column
Beam end section is increased through lattice column or bending reinforcing steel bar and passes through lattice column；Improve structure shearing resistance at node strong
Degree；
4th, structural column formwork erection
The construction technology of structural column formwork erection：Column template → installation tie → Allah's bar or diagonal brace → mould are installed
Plate is checked and accepted
Using 40mm × 90mm wood a tree, used in making timber for boats as secondary back cord, main back cord adopts Φ 48 × 3.0 to structural column side template
Horizontal double steel pipe；Column template is installed must brush aqueous demoulding agent；Carpenter should be carried out before formwork erection turns over sample,
By column template according to place domain number labelling；According to the played template sideline of floor during formwork erection, line ball by
Lower and upper installation；Adjacent block template splicing position, using 40 × 90 wooden a tree, used in making timber for boats back of the body a tree, used in making timber for boats top jail splicing edges；Post mould
After plate is in place, according to formwork, 40 × 90 back of the body a tree, used in making timber for boats are required that wooden a tree, used in making timber for boats spacing should be according to template in template
The length of side is uniformly distributed, and is clamped using steel pipe anchor ear, tightens 3 type card of anchor ear screw rod in time, when 3 type cards are reinforced
Template section can be tensed 3～5mm；When column template is installed require overall height messenger wire, correct perpendicularity, post with
Plate delivery position answers seat to starch；
5th, structural column concreting
Structural column has lattice column to affect due to post core, between structural column two sides insertion vibrating spear and lattice column
Space is vibrated difficulty, is to eliminate vibrating spear to vibrate difficulty or the concrete quality problem for producing of cannot vibrating；
Stay at the top of cap and set concreting hole, using vibrating in lattice column+template outside auxiliary vibrate to ensure to mix
Solidifying soil pouring quality；
After inner support plate of having constructed, first lattice column rust is cleaned with steel brush, and adopt common Po32.5 silicon
Acid salt cement prepares plain-water slurry, then smears lattice column from top to bottom successively, so as to avoid the rust of lattice column
Erosion；2 sleeve pipes are diagonally set at capital end during structural column concreting, it is ensured that concrete is poured
Build quality；
A small amount of clear water is poured in 30 minutes into template before concreting, and template, lattice column, reinforcing bar are filled
Moistening, post bottom New-old concrete joint surface is divided first to lay one layer and remove stone mortar with concrete with proportioning, lay
THICKNESS CONTROL in 100mm, to eliminate " rotten " phenomenon；
Slump of marching into the arena is controlled between 180～200mm, for enabling concrete mix to enter frame
The less position in trestle space, for when slump is less or isolates, it should stop immediately making
With；
Concrete is primary to be poured less than 50cm, and each concrete vibrating poured in height is closely knit
The pouring of next time concrete can be carried out afterwards；Concreting is extremely poured from stopping away from cap lower surface 500mm
Build, interval 1h, so that concrete settlement；Continue to pour remaining position concrete before concrete initial set；
Concrete per pours time proper extension, controls in 30～45s, is shaken after 10～20mi n again；
Final step concreting, from after charging aperture blanking, when vibrating, vibrating spear need to be inserted and be poured in advance concrete
50mm in concrete, after pouring to cap bottom surface, top laitance is removed；Again casting concrete again,
Again vibrate after Concrete Filled is uniform, until closely knit；As concrete shrinkage still can produce gap,
Therefore must and be processed with slip casting method；
Cannot pour in place as found concrete in casting process, and tapping template finds large area cavity, stands
Stop concreting, and form removal as early as possible, clear up with casting concrete；And rinsed on reinforcing bar with water
Concrete, it is ensured that reinforcing bar cleaning unaffected.
Preferably, for Underwater Concrete pouring, including step in detail below：
(1) it is inserted into irrigating concrete conduit from lattice column, carries out secondary pile hole cleaning；Pile body Underwater Concrete filling is first carried out
Note；In work progress, concrete face is responsible for by special messenger and rises testing and control；When the part concrete is close to lattice column bottom
Face, when reaching predetermined control absolute altitude, insertion depth of the conduit in concrete is controlled in adjustment, and suitably reduction is poured
Filling amount, makes concrete face slowly rise, it is to avoid produces the skew of lattice column bottom centre because water velocity is fast or produces
The high displacement of top mark on raw lattice column；
(2) conduit and hopper collision lattice column are avoided and causes the inclination of lattice column；
(3) when concrete pouring reaches design of pile top absolute altitude, and ensure that bleeding reaches design and specification specified altitude
Afterwards, stop concrete pouring, extract conduit section by section；
(4) concrete interface is poured in control, prevents too high bolt is encased in concrete face from causing to position lattice column.
The invention has the beneficial effects as follows：
Just the position of inner support lattice column is overlapped with basement structure post location positioning in the design phase, including
Not remove after the completion of the construction of support steel structure post, by colligation steel bar stress on the outside of lattice column, pour mixed
Solidifying soil, eventually serves as basement structure post.The method can not only effectively using existing basement space,
And can in work progress the reduction of erection time, save buildings and resources, reduce construction cost, with very strong
Promotional value.
Specific embodiment
The present embodiment is a kind of method for being used as permanent structure post with the interim lattice column of inner support, and concrete steps are such as
Under：
The design principle combined with engineering pile with permanent structure post and stand column pile by 1 lattice column
The design principle combined with structural column by 1.1 lattice columns：
The lattice column of inner support is arranged in the range of internal support of foundation pit the position of basement structure post, and
Force Calculation is carried out to lattice column, the force status as the interim lattice column of inner support will be met.While plaid matching
Structure post carries out Force Calculation as permanent structure post, allows lattice column as the stiffness reinforcing bar of permanent structure post, full
Force status of the foot as permanent structure post.
The design principle combined with engineering pile by 1.2 stand column pile：
Stand column pile participates in the pile foundation stress of engineering pile, the Force Calculation rule that stand column pile is pressed a clump of piles as engineering pile
Then utilized, to reduce the quantity of engineering pile, reduces cost.
2 construction technology processes
Levelling of the land → measurement and positioning → drilling borehole cleaning → hang steel reinforcement cage → lattice column lifting → lattice column school
Just → underwater concreting → lattice column molding → lattice column assembling reinforcement → lattice column supporting module → lattice
Structure post casting concrete
3 column pile driving constructions
3.1st, enter field measurement
Lattice column and positioning formula lattice column are supported using batch production Product processing outside the venue.Prepare by design requirement
Material list hands over consigned processing after the examination ＆ verification such as management, it is ensured that material and fabricating quality and have every checking measure.According to
Owner provide cross-post record and each stake point carry out checking measurement, through check errorless after fill in pile extension remember
Record.On construction ground beneficial to ground traverse point is arranged where protection and setting-out, remembered according to plane delivery receiving stake
Record, setting-out go out the plane coordinates of surface traverse point.
3.2nd, drilling and forming hole, borehole cleaning：
Verify once per 4～5m of drilling depth, all should verify before more bit change or at easy shrinkage cavity.Hole depth
Deviation ensures within ± 10cm.Sediment thickness is defined by measured quantity after second borehole cleaning, need to be not more than 5cm.
The purpose of borehole cleaning is to exchange mud in hole, eliminates boring mud and precipitation, and the direct circulation system using pore-forming is straight
Tap into row.Borehole cleaning is carried out in two times, and first time borehole cleaning is carried out after pore-forming is finished immediately.Second borehole cleaning exists
Decentralization steel reinforcement cage and conduit are carried out after installing.Borehole cleaning terminates, can be with supervisor to hole depth, and bottom hole is sunk
Situations such as slag, is checked, and fills in pore-forming receipt in time, and borehole cleaning half an hour after planted agent irrigates concrete.
3.3rd, steel reinforcement cage is hung
The lifting of stand column pile fabrication of reinforcing cage is with routine cast-in-situ bored pile pouring construction；
3.4th, the installation of lattice column and perpendicularity Bit andits control：
Steel reinforcement cage is installed first, in advance on the ground with high-strength stay bolt or steel plate correction to connecting former merogenesis lattice
Structure post, is combined into overall lattice column, then lifts in place lattice column by crane.Requirement guarantees stand column pile lattice
Post degree control 1/500～1/1000, centre deviation ± 5mm.
3.5th, Underwater Concrete is poured：
Quality is poured in order to ensure concrete when stand column pile concrete is poured, it is ensured that the concrete for entering lattice column in stake reaches design
Require, a pile underwater concrete pouring technique should be taken.And constructed using pumping concrete.
Comprise the following steps that：
(1) it is inserted into irrigating concrete conduit from lattice column, carries out secondary pile hole cleaning.Pile body Underwater Concrete filling is first carried out
Note.In work progress, concrete face is responsible for by special messenger and rises testing and control.When the part concrete is close to lattice column bottom
Face, when reaching predetermined control absolute altitude, insertion depth of the conduit in concrete is controlled in adjustment, and suitably reduction is poured
Filling amount, makes concrete face slowly rise, it is to avoid produces the skew of lattice column bottom centre because water velocity is fast or produces
The high displacement of top mark on raw lattice column.
(2) conduit and hopper collision lattice column are avoided and causes the inclination of lattice column.
(3) when concrete pouring reaches design of pile top absolute altitude, and ensure that bleeding reaches design and specification specified altitude
Afterwards, stop concrete pouring, extract conduit section by section.
(4) concrete interface is poured in control, prevents too high bolt is encased in concrete face from causing to position lattice column.
(5) stably do not walk about to ensure lattice column, lattice column correction should can be loosened after concrete solidification
Correction fixing bolt on frame, positions four connecting bolts of lattice column, removes and removes calibrated mount.
4 structural columns are constructed
4.1st, technological process：
Cubic metre of earth smooth → cushion construction → line setting → draw hole → insertion reinforcing bar → cap constructs → in stem stem
On lattice column, weldering well word muscle (each one up and down) connects for positioning stirrup → set column tie-bar → vertical applied force muscle
→ bandage muscle → carry out next process
4.2nd, cap construction：
The present embodiment adopts arch without beam, arranges cap in lattice column with floor part, it is possible to resolve base plate anti-impact
Cut problem；Reduce the effective span of base plate；Reduce seat shoulder bar.Different with construction according to stress, cap point
Four classes are constructed for half cap construction, 3/4 cap construction, double capital construction, complete cap.
4.3rd, stirrup positioning：
Well word muscle is welded on lattice column according to post position.Post is carried out after will be firm with well word muscle colligation for positioning stirrup
Cage bar connects.
Structure column tie-bar can be passed through from the space between lattice column angle steel, when lattice column batten plate met by stirrup, can
On batten plate, punching (aperture is bar diameter+2mm) is passed through.
4.4th, structural column Vertical bar connection
Lattice column elevationally outward bar connecting when, be to ensure project progress and quality, bar diameter in post
D >=Ф 20, splice are connected using straight thread compression sleeve.In every layer of basement bottom board work progress
At cap position, lattice column surrounding electricity consumption drill hole is put into reinforcing bar, and reinforcing bar insertion depth is from cap bottom 1m.
According to layout design and code requirement straight screw sleeve by upper and lower two-layer steel bars after the earth excavation
Connection.
4.5th, lattice column and basement roof connection
Lattice column and basement roof junction weld spacing on lattice column be 100mm, specification d=19mm,
The peg of L=100mm.Cohesive force with floor is increased by peg.At basement driving passage, beam is set
Lower steel bracket, steel bracket are connected by full weld with lattice column.
4.6th, lattice column is connected with first support beam
One layer of C10 concrete cushion, bed course and lattice are built first in beam bottom pour mold when lattice column is connected with support beam
Post junction arranges angle steel supporting plate, and lattice column is 12mm with beam handing-over bottom per two pieces of thickness of the elongated full weld in side
Batten plate, on lattice column top along axis of support direction perforation (aperture is bar diameter+2mm) 3 Φ 20 of welding
Reinforcing bar, is connected with support beam.Support beam casting concrete cuts bottom concrete bed course after reaching structural strength.
When cap position is connected with beam reinforced steel bar, beam reinforced steel bar is that lattice column crossover sites are punched to lattice column
Beam end section is increased through lattice column or bending reinforcing steel bar and passes through lattice column.Improve structure shearing resistance at node strong
Degree.
5th, structural column formwork erection
Structural column formwork erection construction technique：Column template → installation tie → Allah's bar or diagonal brace → template are installed
Check and accept
Using 40mm × 90mm wood a tree, used in making timber for boats as secondary back cord, main back cord adopts Φ 48 × 3.0 to structural column side template
Horizontal double steel pipe.Column template is installed must brush aqueous demoulding agent.Carpenter should be carried out before formwork erection turns over sample,
By column template according to place domain number labelling.According to the played template sideline of floor during formwork erection, line ball by
Lower and upper installation.Adjacent block template splicing position, using 40 × 90 wooden a tree, used in making timber for boats back of the body a tree, used in making timber for boats top jail splicing edges.Post mould
After plate is in place, according to formwork, 40 × 90 back of the body a tree, used in making timber for boats are required that wooden a tree, used in making timber for boats spacing should be according to template in template
The length of side is uniformly distributed, and is clamped using steel pipe anchor ear, tightens 3 type card of anchor ear screw rod in time, when 3 type cards are reinforced
Template section can be tensed 3～5mm.When column template is installed require overall height messenger wire, correct perpendicularity, post with
Plate delivery position answers seat to starch.
6th, structural column concreting
This engineering method structural column has lattice column to affect due to post core, and vibrating spear and lattice column are inserted in structural column two sides
Between space vibrate difficulty, be to eliminate vibrating spear to vibrate difficulty or the concrete quality for producing that cannot vibrate
Problem.Stay at the top of cap and set concreting hole, using vibrating in lattice column+template outside auxiliary vibrate come
Ensure concrete pouring quality.
6.1st, after inner support plate of having constructed, first lattice column rust is cleaned with steel brush, and adopt common Po 32.5
Portland cement prepare plain-water slurry, then smear lattice column from top to bottom successively, so as to avoid lattice
The corrosion of structure post.2 sleeve pipes are diagonally set at capital end during structural column concreting, it is ensured that
Concrete pouring quality.
6.2nd, a small amount of clear water is poured into template, by template, lattice column, steel in 30 minutes before concreting
Muscle is sufficiently humidified so as to, and post bottom New-old concrete joint surface is first laid one layer and removes stone mortar with concrete with proportioning,
Laying depth is controlled in 100mm, to eliminate " rotten " phenomenon.
6.3rd, slump of marching into the arena is controlled between 180～200mm, for enabling concrete mix to enter
Enter the less position in frame column space, for when slump is less or isolates, return goods immediately.
6.4th, concrete is primary pours less than 50cm, and each pours the concrete vibrating in height
Pouring for concrete next time can be carried out after closely knit.Concreting extremely stops away from cap lower surface 500mm
Only pour, interval 1h, so that concrete settlement.Continue to pour before concrete initial set remaining position to mix
Solidifying soil.
6.5th, concrete per pours time proper extension, controls in 30～45s, carries out after 10～20mi n
Shake again.Final step concreting, from after charging aperture blanking, when vibrating, vibrating spear need to insert elder generation to concrete
50mm in phase casting concrete, after pouring to cap bottom surface, top laitance is removed.Again pour again mixed
Solidifying soil, vibrates after Concrete Filled is uniform, again until closely knit.As concrete shrinkage still can be produced
Gap, it is therefore necessary to and processed with slip casting method.
6.6th, cannot pour in place as found concrete in casting process, and tapping template finds that large area is empty
Hole, stops concreting, and form removal as early as possible immediately, clears up with casting concrete.And rinsed with water
Concrete on reinforcing bar, it is ensured that reinforcing bar cleaning is unaffected.
The construction method of the present embodiment has the characteristics that：
1st, the present embodiment in the design phase with regard to clear and definite theory, lattice column in inner support in basement construction
Position Design is positioned at the position of basement structure post, and after the completion for the treatment of the support of basement stress, lattice column is not torn open
Remove, assembling reinforcement, the structural column after casting concrete as basement structure on the outside of the lattice column.In construction
During not only reduce because remove lattice column produce duration, and reduce difficulty of construction, reduce noise,
Dust pollution.
2nd, antiseptic and rustproof process, after inner support plate of having constructed, first cleans lattice column rust with steel brush, and adopts
Plain-water slurry is prepared with the Portland cement of common Po 32.5, lattice is then smeared from top to bottom successively
Post, so that avoid the corrosion of lattice column.
3rd, lattice column does basement structure post, and the shaped steel in structural column is not limited by steel ratio, lattice column
Bearing capacity can be higher than same profile reinforced concrete member bearing capacity, while lattice column ductility is good
(i.e. shock resistance is good), thus member section area can be reduced.
4th, when lattice column joins, beam reinforced steel bar is by punching through lattice column or bent steel for beam reinforced steel bar
Muscle increases beam end section and passes through lattice column.Improve section shearing strength at node.
5th, the inverse interim lattice column of internal support of foundation pit of making is constructed for structural column, need not soil in work progress
Side excavates and completes basement vertical structure of just constructing in advance, can effectively shorten construction period, improves basement
Space availability ratio.
6th, cap structure is set in the junction of lattice column and basement bottom board, by cap and structural column
Synergism, solves the problems, such as base plate Punching Shear；Reduce the effective span of base plate；Reduce seat shoulder bar.Solve
Basement structure span is big to affect the overall stress problem of building.
7th, by vibrating in lattice column+template outside auxiliary vibrate technology, it is ensured that concreting degree of compaction, carry
High structural column intensity and bearing capacity.
Invention described above embodiment, does not constitute limiting the scope of the present invention.Any
Modification, equivalent and improvement for being made within the spirit and principles in the present invention etc., should be included in the present invention
Claims within.
Claims (2)
1. the method that a kind of interim lattice column of inner support is used as permanent structure post, comprises the following steps：
First, the design principle combined with permanent structure post by lattice column
The lattice column of inner support is arranged on basement structure post in the range of internal support of foundation pit
Position, meets the force status as the interim lattice column of inner support；After excavation of foundation pit, lattice column is made
For the stiffness reinforcing bar of permanent structure post, permanent structure post is formed；
Stand column pile participate in engineering pile stress, using stand column pile as engineering pile based on the stress of a clump of piles
Calculate rule to be utilized；
2nd, column pile driving construction
Measurement：
On construction ground beneficial to ground traverse point is arranged where protection and setting-out, according to plane
Delivery receiving stake is recorded, and setting-out goes out the plane coordinates of surface traverse point；
Drilling and forming hole, borehole cleaning：
Verify once per 4～5m of drilling depth, before more bit change and easily all should at shrinkage cavity
Verify；Hole depth deviation ensures within ± 10cm；Sediment thickness is with measure after second borehole cleaning
Amount is defined, and need to be not more than 5cm；
The purpose of borehole cleaning is to exchange mud in hole, eliminates boring mud and precipitation, using pore-forming just
Blood circulation is directly carried out；Borehole cleaning is carried out in two times, and first time borehole cleaning is stood after pore-forming is finished
Carry out；Second borehole cleaning is carried out after decentralization steel reinforcement cage and conduit are installed；After borehole cleaning
Half an hour planted agent irrigates concrete；
Hang steel reinforcement cage：
The lifting of stand column pile fabrication of reinforcing cage is with routine cast-in-situ bored pile pouring construction；
The installation of lattice column and perpendicularity Bit andits control：
Lattice column is hung using an automobile loop wheel machine, and suspension centre is located at lattice column top；Lattice
The fixation of structure post is bent up using steel reinforcement cage part cage bar top, is welded with lattice column batten plate and angle steel
Fixed, when fixed, lattice column must occupy steel reinforcement cage center；
In above-mentioned welding process, crane hangs lattice column all the time, it is to avoid its stress；Shaped steel
Middle stake should be accurately positioned when hanging, it is ensured that the control of stand column pile perpendicularity of lattice column 1/500～
1/1000, centre deviation ± 5mm；
Underwater Concrete is poured：
Quality is poured in order to ensure concrete when stand column pile concrete is poured, it is ensured that enter lattice column in stake
Concrete reaches design requirement, should take a pile underwater concrete pouring technique；And adopt pumping concrete
Construction；
3rd, structural column construction
The technological process of structural column construction is as follows：
Cubic metre of earth smooth → cushion construction → line setting → draw hole → insertion reinforcing bar → cap is applied
The weldering well word muscle of work → on stem stem lattice column is used for positioning stirrup → set column tie-bar → vertically receive
Power muscle connection → bandage muscle → carry out next process
Cap is constructed：
Using arch without beam, cap is set with floor part in lattice column, it is possible to resolve base plate resists
Punching problem；Reduce the effective span of base plate；Reduce seat shoulder bar；According to stress and construction
Difference, cap are divided into half cap construction, 3/4 cap construction, double capital construction, complete column
Cap constructs four classes；
Stirrup is positioned：
Well word muscle is welded on lattice column according to post position；Will positioning stirrup and well word muscle colligation jail
Gu after carry out post cage bar connection；
Structure column tie-bar can be passed through from the space between lattice column angle steel, when lattice column met by stirrup
During batten plate, can punch on batten plate through the aperture that punches on batten plate is bar diameter+2mm；
Structural column Vertical bar connection：
Lattice column elevationally outward bar connecting when, be to ensure project progress and quality, steel in post
Muscle diameter D >=Ф 20, splice are connected using straight thread compression sleeve；Every layer of underground
During the construction of bottom plates of room, at cap position, lattice column surrounding electricity consumption drill hole is put into reinforcing bar, steel
Muscle insertion depth is from cap bottom 1m；According to layout design and specification after earth excavation
Requirement straight screw sleeve is by upper and lower two-layer pressed splice；
Lattice column is connected with basement roof：
Specification is welded for d=19mm, L=100mm in lattice column and basement roof junction
Peg, peg spacing are 100mm, increase the cohesive force with floor by peg；In underground
Steel bracket under beam is set at room driving passage, steel bracket is connected by full weld with lattice column；
Lattice column is connected with first support beam：
One layer of C10 concrete cushion is built first in beam bottom pour mold when lattice column is connected with support beam,
Bed course arranges angle steel supporting plate with lattice column junction, and lattice column is elongated per side with beam handing-over bottom
Two pieces of thickness of full weld are 12mm batten plates, bore a hole along axis of support direction on lattice column top,
Aperture is bar diameter+2mm, welds 3 Φ, 20 reinforcing bars, is connected with support beam；Support beam is poured
Build after concrete reaches structural strength and cut bottom concrete bed course；
When cap position is connected with beam reinforced steel bar, beam reinforced steel bar is that lattice column is handed over to lattice column
The punching of fork position increases beam end section through lattice column or bending reinforcing steel bar and passes through lattice column；
Improve structural shear strength at node；
4th, structural column formwork erection
The construction technology of structural column formwork erection：Column template → installation tie → Allah's bar is installed
Or diagonal brace → template is checked and accepted
Using 40mm × 90mm wood a tree, used in making timber for boats as secondary back cord, main back cord is adopted structural column side template
48 × 3.0 horizontal double steel pipes of Φ；Column template is installed must brush aqueous demoulding agent；Template
If before should carry out carpenter and turn over sample, by column template according to place domain number labelling；Formwork erection
When from bottom to top installed according to the played template sideline of floor, line ball；Adjacent block template splicing portion
Position, using 40 × 90 wooden a tree, used in making timber for boats back of the body a tree, used in making timber for boats top jail splicing edges；After column template is in place, by 40 × 90
According to formwork, back of the body a tree, used in making timber for boats requires that wooden a tree, used in making timber for boats spacing should uniformly be divided according to the template length of side in template
Cloth, is clamped using steel pipe anchor ear, tightens 3 type card of anchor ear screw rod in time, when 3 type cards are reinforced
Template section can be tensed 3～5mm；Overall height messenger wire is required when column template is installed, and correction is vertical
Degree, post answer seat to starch with plate delivery position；
5th, structural column concreting
Structural column has lattice column to affect due to post core, and vibrating spear dative is inserted in structural column two sides
Space between structure post is vibrated difficulty, is to eliminate vibrate difficulty or cannot vibrate of vibrating spear to produce
Raw concrete quality problem；Stay at the top of cap and set concreting hole, using lattice column
Inside vibrate+template outside auxiliary vibrate to ensure concrete pouring quality；
After inner support plate of having constructed, first lattice column rust is cleaned with steel brush, and using common
Po32.5 portland cements prepare plain-water slurry, then smear lattice column successively from top to bottom,
So as to avoid the corrosion of lattice column；Diagonally square at capital end during structural column concreting
To 2 sleeve pipes of setting, it is ensured that concrete pouring quality；
Pour a small amount of clear water before concreting in 30 minutes into template, by template, lattice
Post, reinforcing bar are sufficiently humidified so as to, and post bottom New-old concrete joint surface first lays one layer and concrete is same
Proportioning removes stone mortar, and laying depth is controlled in 100mm, to eliminate " rotten " phenomenon；
Slump of marching into the arena is controlled between 180～200mm, for making concrete mixing
Material can enter the less position in frame column space, for slump is less or isolation
Situation, it should stop using immediately；
Concrete is primary to be poured less than 50cm, and each pours the concrete in height
Pouring for concrete next time can be carried out after vibration compacting；Concreting is under cap
Stopping at the 500mm of surface is poured, interval 1h, so that concrete settlement；At the beginning of concrete
Continue to pour remaining position concrete before solidifying；
Concrete per pours time proper extension, controls in 30～45s, 10～20mi n
After shaken again；Final step concreting, concrete are vibrated from after charging aperture blanking
When vibrating spear need to insert 50mm in casting concrete in advance, after pouring to cap bottom surface, will be upper
Portion's laitance is removed；Again casting concrete, vibrates after Concrete Filled is uniform again again,
Until closely knit；As concrete shrinkage still can produce gap, it is therefore necessary to and use slip casting method
Process；
Cannot pour in place as found concrete in casting process, and tapping template finds big face
Product cavity, stops concreting, and form removal as early as possible immediately, clears up to pour coagulation
Soil；And the concrete rinsed on reinforcing bar with water, it is ensured that reinforcing bar cleaning is unaffected.
2. the interim lattice column of inner support is used as permanent structure post according to claim 1
Method, it is characterised in that for Underwater Concrete is poured, including step in detail below：
(1) it is inserted into irrigating concrete conduit from lattice column, carries out secondary pile hole cleaning；Stake is first carried out
Body underwater concrete pouring；In work progress, concrete face is responsible for by special messenger and rises testing and control；When
The part concrete is close to lattice column bottom surface, and when reaching predetermined control absolute altitude, conduit is controlled in adjustment
Insertion depth in concrete, and suitably reduce irrigation amount, concrete face is slowly increased, it is to avoid because
Water velocity is fast and top mark height is moved on the skew of generation lattice column bottom centre or generation lattice column
Position；
(2) conduit and hopper collision lattice column are avoided and causes the inclination of lattice column；
(3) when concrete pouring reaches design of pile top absolute altitude, and ensure that bleeding reaches design and advises
After model specified altitude, stop concrete pouring, extract conduit section by section；
(4) concrete interface is poured in control, prevents too high bolt is encased in concrete face from causing to determine
Position lattice column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510297618.3A CN104895092B (en) | 2015-06-02 | 2015-06-02 | The method that a kind of interim lattice column of inner support is used as permanent structure post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510297618.3A CN104895092B (en) | 2015-06-02 | 2015-06-02 | The method that a kind of interim lattice column of inner support is used as permanent structure post |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104895092A CN104895092A (en) | 2015-09-09 |
| CN104895092B true CN104895092B (en) | 2017-03-15 |
Family
ID=54028021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510297618.3A Expired - Fee Related CN104895092B (en) | 2015-06-02 | 2015-06-02 | The method that a kind of interim lattice column of inner support is used as permanent structure post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104895092B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024678A (en) * | 2018-08-13 | 2018-12-18 | 长江勘测规划设计研究有限责任公司 | The method that interim building enclosure concrete support recycles in subway engineering construction |
Families Citing this family (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178358B (en) * | 2015-09-24 | 2017-02-01 | 上海建工二建集团有限公司 | Vertical supporting system for reverse construction method and construction method of vertical supporting system |
| CN105672314B (en) * | 2016-01-19 | 2017-10-10 | 中建八局第三建设有限公司 | A kind of semi-inverse method steel pipe post pile construction method |
| CN106013420A (en) * | 2016-06-08 | 2016-10-12 | 中国十七冶集团有限公司 | Supporting steel lattice column and bottom concrete composite device |
| CN107090836A (en) * | 2017-06-29 | 2017-08-25 | 中铁第四勘察设计院集团有限公司 | It is a kind of suitable for lattice column of stand column pile grafting and preparation method thereof |
| CN108104135A (en) * | 2017-11-30 | 2018-06-01 | 中国二十冶集团有限公司 | The construction method of pattern foundation pit supporting structure lattice column |
| CN109183812B (en) * | 2018-11-01 | 2021-04-23 | 深圳市工勘岩土集团有限公司 | Construction method of combined deep foundation pit supporting structure |
| CN109837924B (en) * | 2019-01-31 | 2020-12-01 | 中国建筑第八工程局有限公司 | Construction method for intersection part of lattice column and main body structure of foundation pit support |
| CN110439002A (en) * | 2019-07-18 | 2019-11-12 | 中国建筑第四工程局有限公司 | A kind of interim horizontal structure of inner support is used as the method for permanent structure beam slab |
| CN110512866B (en) * | 2019-08-14 | 2024-04-26 | 中交二航局第四工程有限公司 | Construction structure and construction method for supporting beam |
| CN111197315A (en) * | 2020-02-24 | 2020-05-26 | 中铁第六勘察设计院集团有限公司 | Composite column structure for subway station and construction method |
| CN112575771B (en) * | 2020-06-15 | 2023-08-04 | 顾炎文 | Environment-friendly construction method for vertical support system of reverse-acting underground engineering steel concrete with piles and columns |
| CN112177042A (en) * | 2020-08-26 | 2021-01-05 | 济南轨道交通集团有限公司 | Rail transit station construction method without affecting ground traffic |
| CN114508098A (en) * | 2022-03-01 | 2022-05-17 | 中煤江南建设发展集团有限公司 | Pile foundation construction method |
| CN115354739B (en) * | 2022-08-05 | 2023-07-21 | 中冶集团武汉勘察研究院有限公司 | Permanent-face combined basement structure and construction method thereof |
| CN115217121B (en) * | 2022-08-24 | 2024-05-28 | 广东省建筑设计研究院有限公司 | Cooperative stress system and method for assembled steel-concrete enclosure support and main body structure |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002302959A (en) * | 2001-04-06 | 2002-10-18 | Taisei Corp | Junction structure for vertical member to cast-in-place concrete pile |
| KR101327785B1 (en) * | 2012-04-23 | 2013-11-11 | 대림산업 주식회사 | Construction Method of Core Part in Building |
| CN103321246B (en) * | 2013-06-14 | 2015-07-15 | 孔志坚 | Underground diaphragm wall based foundation pit construction method |
| CN104250971A (en) * | 2013-06-26 | 2014-12-31 | 中国二十冶集团有限公司 | Closed removing method for basement enclosure supporting body |
-
2015
- 2015-06-02 CN CN201510297618.3A patent/CN104895092B/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024678A (en) * | 2018-08-13 | 2018-12-18 | 长江勘测规划设计研究有限责任公司 | The method that interim building enclosure concrete support recycles in subway engineering construction |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104895092A (en) | 2015-09-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104895092B (en) | The method that a kind of interim lattice column of inner support is used as permanent structure post | |
| CN105220874B (en) | The construction method of basement superelevation exterior wall self-supporting single side formwork system | |
| CN110952456A (en) | Pile type bridge construction process | |
| CN102383628A (en) | Construction device and construction method for post-construction decompression cone of silo structure | |
| CN103469806A (en) | Construction method for replacing brick forming die with prefabricated concrete foundation bearing platform side die | |
| CN204983662U (en) | To drawing screw rod and steel pipe framed bent combination unilateral formwork device | |
| CN206015861U (en) | The cast-in-place core body of light block wall | |
| CN105908977A (en) | Joint bar construction structure and method | |
| CN107083804B (en) | A kind of wall structure column joint bar construction method | |
| CN101487293A (en) | Concrete pouring method for beam-column joints with different strength grades | |
| CN106150060A (en) | Based on assembled wall-connecting piece exterior wall scaffold system and construction method | |
| CN104295003A (en) | Structural column construction method | |
| CN203924116U (en) | Portable side wall formwork jumbo | |
| CN103374923A (en) | Method for prefabricating and mounting underwater pier | |
| CN105525753A (en) | Method and structure for simultaneously constructing constructional column and main body structure | |
| CN107355008A (en) | A kind of prefabricated attachment structure and method of newly-increased steel core concrete column and existing structure | |
| CN207260378U (en) | A kind of assembled frame-shear structure curved scissors type combines keyway connection structure | |
| CN113829493A (en) | Processing method of prefabricated greening retaining wall | |
| CN213741571U (en) | Prefabricated column and beam column node for prefabricated concrete building structure reserved steel bar perforation | |
| CN106049665B (en) | The construction method of the cast-in-place core of light block wall | |
| CN103352568A (en) | Method for building constructional column on foundation pad | |
| CN110439002A (en) | A kind of interim horizontal structure of inner support is used as the method for permanent structure beam slab | |
| CN106193120A (en) | Basement is encorbelmented, and base plate is inverse makees structure and construction method | |
| CN103498572B (en) | The construction method of the additional clamping plate beam of stone structure and clamping plate post ruggedized construction | |
| CN106049288B (en) | A kind of cast-in-place annular is encorbelmented pier stud gradation pouring construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 230000 building 3, 262 Heping Road, Yaohai District, Hefei City, Anhui Province Patentee after: No 6 Construction Co.,Ltd. of China Construction Fourth Engineering Bureau Address before: 230000 building 3, 262 Heping Road, Yaohai District, Hefei City, Anhui Province Patentee before: CHINA CONSTRUCTION 4TH ENGINEERING BUREAU, 6TH Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170315 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |