CN103452087B - Bias is vibrated and is set up steelframe platform construction engineering method - Google Patents
Bias is vibrated and is set up steelframe platform construction engineering method Download PDFInfo
- Publication number
- CN103452087B CN103452087B CN201310367221.8A CN201310367221A CN103452087B CN 103452087 B CN103452087 B CN 103452087B CN 201310367221 A CN201310367221 A CN 201310367221A CN 103452087 B CN103452087 B CN 103452087B
- Authority
- CN
- China
- Prior art keywords
- construction
- steel pipe
- pipe post
- platform
- steel
- 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.)
- Active
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses bias and vibrate and set up steelframe platform construction engineering method, comprise the steps: (a) steelframe Platform Structure Design; (b) preparation of construction; (c) measure unwrapping wire; (d) steel pipe post is made and transport; (e) construct temporary operating platform; (f) steel pipe post inserts construction; (g) the auxiliary sinking of bottle gouard moved by hands; (h) eccentric vibrator bias is vibrated in place; (i) carry out top rod member, the bottom connection construction of horizontal bars and shearing support in length and breadth in length and breadth, the steelframe platform of a section has just been set up; (j) circulation is constructed to steelframe platform construction and is completed. Input cost of the present invention is low, construction tool is simple, operate simple and easy, instant effect, has accelerated the progress of setting up of steelframe platform, has shortened the duration, save the input of labour and plant equipment, reduce Construction Cost, reduced potential safety hazard, avoided at sea, the generation of interior korneforos ship construction safety accident.
Description
Technical field
The present invention relates to cast-in-situ bored pile and set up the construction of steelframe platform.
Background technology
Along with the fast development that China water resource infrastructure is built, cast-in-situ bored pile as a kind of base form withThe features such as its strong adaptability, cost are moderate, easy construction are widely used in water conservancy dyke, coastally enclose and cultivate,Lock station, inland river and other engineering field. But owing to affecting, the factor of filling pile construction is a lot, so to its constructionEach link of process all must be strict with, particularly for the directly land construction of some special location,Need to set up the situation that steelframe platform replaces land construction.
Summary of the invention
The object of the present invention is to provide bias to vibrate and set up steelframe platform construction engineering method, fill with in conjunction with boring waterborneThe construction characteristic of note stake, utilizes the bias of the eccentric vibrator principle of vibrating, the coordinative construction of auxiliary hand-operating cucurbitSet up steelframe platform, replaced digging machine on ship in the past to press playing steel pipe the construction of setting up steelframe platform, accelerated steelThe progress of setting up of body panel, provides cost savings, and has reduced potential safety hazard.
The present invention adopts following technical scheme:
Bias is vibrated and is set up steelframe platform construction engineering method, it is characterized in that comprising the steps:
(a) steelframe Platform Structure Design;
(b) preparation of construction:
Organize tune according to the workmen in Design of Construction Organization, construction equipment and material etc.Send, carry out preparation of construction work in early stage, transformer is installed, install low-pressure end metering device, and ownerCooperation under, carry out the formality of construction, guarantee to go into operation smoothly according to plan;
(c) measure unwrapping wire:
The coordinate points providing according to owner and vertical control point, measure setting-out by design drawing requirement, establishesVertical Control Survey Triangulation Network for Construction point, carries out after meeting the requirements behind sample stake location, sideline, then submits a report asking for supervising engineer and enterRow is checked errorless rear organizing construction; Setting up before steelframe platform, first carry out the location setting-out of cast-in-situ bored pile,Carry out again the location setting-out of steelframe platform;
(d) steel pipe post is made and transport:
On construction ground, carry out the making of steel pipe post, adopt Φ 114mm hollow steel pipe column, circle for bottomIron plate welds, the 30mm iron plate vertical steel tube in the distance from bottom 2.5-3 rice with 50mm × 50mmColumn welding, adopts four jiaos of the screw-thread steels of Φ 20mm to be connected in the mode tilting with steel pipe post, and generalIt is above-mentioned that both carry out firmly, being transported to steelframe putting up platform place after making in the mode of butt welding;
(e) construct temporary operating platform;
(f) steel pipe post inserts construction:
First stretch out temporary operating platform along No. 14 channel-section steels of design altitude welding outside temporary operating platform vertical to steel pipeSpringboard for guaranteeing construction safety, is laid, when the personnel of preventing construct in post insertion position on temporary operating platformCrash in rivers, then 2-3 people combines steel pipe post is propped up along temporary operating platform outside and transferred, and uses Φ14mm round steel makees a U-shaped crotch and entangles steel pipe post firm, after steel pipe post buries, naturally sinks down in soil layer;
(g) the auxiliary sinking of bottle gouard moved by hands:
After steel pipe post sinks down in soil layer naturally, adopt the auxiliary sinking of bottle gouard moved by hands, with Φ 20mm screw threadSteel is made a hook type instrument, and steel pipe post top is caught in upper end, and lower end entangles bottle gouard moved by hands firm, chain blockSink;
(h) eccentric vibrator bias is vibrated in place:
Bottle gouard moved by hands auxiliary sink after, carry out sinkings of vibrating of eccentric vibrator bias, in eccentric vibrator employingFrequently formula, its frequency is: 83-133HZ, rotating speed are: 5000-8000 time/min, the exciting force of generation is at 5KNAbove, guarantee that the soil bearing capacity that enters of steel pipe post is not less than 20KN, and steel pipe post insertion soil layer is greater than 4.0More than rice, eccentric vibrator is connected to the top of steel pipe post by oscillating flat plate, opens eccentric vibrator,The rotating shaft with eccentric mass that utilizes eccentric vibrator center to install, the centrifugal force producing in the time of High Rotation SpeedPass to oscillating flat plate by bearing, and then pass to the steel pipe post of oscillating flat plate below, middle manually calabashThe eccentric vibrator of reed anchorage, sinks steel pipe post, until design altitude;
(i) carry out top rod member, the bottom connection construction of horizontal bars and shearing support in length and breadth in length and breadth, one sectionSteelframe platform has just been set up;
(j) circulation is constructed to steelframe platform construction and is completed.
The present invention, owing to having adopted technique scheme, has following beneficial effect:
Input cost is low, and construction tool is simple, operates simple and easyly, and instant effect, has replaced in the past digging machine on ship to pressPlay the loaded down with trivial details construction that steel pipe is set up steelframe platform, accelerated the progress of setting up of steelframe platform, shortened the duration,The input of having saved labour and plant equipment, has reduced Construction Cost, has reduced potential safety hazard, avoidsAt sea, the generation of interior korneforos ship construction safety accident. This construction is applicable to water conservancy dyke, edgeThe cast-in-situ bored piles waterborne such as sea is enclosed and cultivated, lock station, inland river are the geology bar such as mud, silt clay folder flour sand layerPart.
Detailed description of the invention
Bias of the present invention is vibrated and is set up steelframe platform construction engineering method, utilizes the eccentric vibrating principle of eccentric vibrator,The rotating shaft with eccentric mass that utilizes vibrator center to install, the centrifugal force producing in the time of High Rotation Speed passes throughBearing passes to oscillating flat plate, thereby makes vibrating head produce circular vibration. Eccentric vibrator is one to be hadThe motor of effect of vibration, has installed oscillating flat plate in the bottom surface of this machine, and when work, oscillating flat plate is attached to steelGuan Shang, the vibration wave that vibrator produces passes to steel pipe by Bottom Board Steel cylinder, thereby steel pipe is sunk.
This construction need to be prepared following material:
1, Φ 114 steel pipes, No. 14 channel-section steels, No. 14 I-steel, No. 5.0 channel-section steels, oxygen, acetylene, cableLine, springboard, a small amount of Φ 14 round steel, Φ 20 screw-thread steels.
2, various Escape and Survival Equipments, because this engineering method is mainly coastal sea, the riverine area of enclosing and cultivating, anti-Flood control task is heavier, and life vest, lifebuoy etc. must be equipped with.
3, plant:
3.1, intermediate frequency formula (83-133HZ, 5000-8000 time/min) is if eccentric vibrator, manual 3T cucurbitDry cover, for the insertion construction of steel pipe post.
3.2,4 covers of single flow electric welding machine, for the processing and fabricating of steel pipe post and connect in length and breadth rod member and cutCutter support welding, 2 of the two rubber-tired carts of repacking, for the transport of steel pipe post.
3.3, the some T of steel pipe, for the maintenance of steelframe steelframe platform.
This construction comprises the steps:
(a) steelframe Platform Structure Design: steel platform framed bent belongs to provisional operation platform, only executes as pile foundationWork, vertically mainly bears the loads such as a machine, steel reinforcement cage and personnel, and level is mainly born the impact of wind, wave,Therefore operation platform structure is only made Analysis of Vertical Load Capacity, does not consider the effect of horizontal force stormy waves.
1, platform structure bearing capacity and stability Calculation
Invar platform is bearing the gravity load of top stake machine and the dynamic load of ram machine construction, therefore need to be to steelPlatform inserts soil layer bearing capacity and checks, in order to prevent the stressed rear unstability of platform main member, therefore need to be rightThe main rod member of platform checks, and presses respectively XY-3 convolution drilling machine construction, and embedded rock pile adopts CZ20 to impactTwo kinds of situations of drilling machine construction are analyzed:
1.1, equipment weight parameter
1. rig circles round: convolution rig stake machine chassis is of a size of 4500 × 2000mm (L × W), and the deadweight of stake machine is45KN, irrigates by lifting water to a higher level with a water pump, etc. the frictional resistance of generation while comprising drilling rod and drill bit or conduit and perfusion concrete, and steel reinforcement cage is conducted oneself with dignity approximately10.6KN (pressing temporarily friction pile 40m steel reinforcement cage weight considers), while considering drill hole of drilling machine, to operation platform, vibrations are doneWith, getting dynamic magnification factor is 1.2.
Every ram machine construction effect total load head of convolution rig calculates: F=(45+10.6) × 1.2=66.72KN
2. percussive drill: stake machine deadweight 40KN (comprising block stamp), block stamp is to uplift force 15KN, and steel reinforcement cage is certainlyWhen heavily about 11.1KN (press embedded rock pile steel reinforcement cage weight consider) considers drill hole of drilling machine to operation platform shock effect,Getting dynamic magnification factor is 1.2.
Every ram machine construction effect total load head of convolution rig calculates: F=(40+15+11.1) × 1.2=79.32KN
According to above analysis, percussive drill construction loads is greater than convolution rig construction loads, bearing capacity, stableProperty analysis is all calculated by percussive drill construction loads.
2, Bearing Capacity of Steel Pipe Piles calculates
Because of rig work quality, be to pass to traveling roller by chassis, then pass to I-steel by traveling roller,Then pass to steel pipe post by I-steel, finally pass to ground by column. Arrange according to general maximum spacing,Calculate by worst operating mode, longitudinally maximum spacing is temporarily by 2.5 meters, and laterally maximum spacing is temporarily by 2.5Rice, every bench drill machine has the traveling roller of four, and the every long 5.0m of cylinder directly passes to afterwards therefore girder steel is stressedSteel pipe post, is mainly subject to vertical steel pipe radical N=2 × 3=6 root in a bench drill machine.
According to pile foundation technology code (JGJ94-2008) vertical bearing capacity calculation requirement, safety coefficient KGet 2, therefore single steel pipe bearing capacity is 79.32 × 2/6=26.44KN
The single stake of steel pipe post is about 10-12m, inserts the about 4-6 rice of beach face meter, and it is mud that column is squeezed into stratumLayer, silt clay folder flour sand layer, steel pipe single upright column vertical limit standard value of bearing capacity, according to pile foundation skillArt code (JGJ94-2008) steel-pipe pile calculates, the limit collateral resistance q of mudsikPress 18kpa value, become silted upThe limit collateral resistance q of shale clay folder flour sand layersikPress 25kpa value, calculate by least favorable insertion beach face 4mThe checking computations of limit by row bearing capacity, specific as follows:
Quk＝Qsk+Qpk＝u∑qsikli+qpkAp
Quk＝3.14×0.114×(18×3+25×1)+0＝28.27KN
Quk=28.27KN > F/n=26.44KN (bearing capacity meets the demands)
In formula:
U-steel-pipe pile outer perimeter
qsik-sidewall limit frictional resistance standard value λs＝0.8
li-stake end enters soil depth
λp-pile end block effect coefficient, for closed steel pile tube λ=1.0
qpk-stake end limit penetration resistance standard value, for steel-pipe pile qpk≈0
Ap-stake end area
3, steel platform structure calculates
3.1, No. 14 I-steel of longeron calculate
Calculate temporarily according to 2.5 meters of maximum spacings, because stake machine entirety chassis is of a size of 4.5 × 2.0m (L × W),Chassis effect girder steel has two kinds of the most unfavorable processing condition forms substantially, and I-steel is connected all employings with channel-section steel and steel pipeBe welded to connect, I-steel calculates according to single span built-in beam.
Suppose that chassis stepless action is at each girder steel, the gravity laod of girder steel is:
F1＝F/n＝79.32/(3×1.5)＝17.62KN
(1) No. 14 I-steel mechanics parameter
Cross sectional moment of inertia: I=712 × 104mm4, cross section resistance moment: W=102 × 103mm3，E＝2.1×105N/mm2(2) the first load action operating mode
(2.1) intensity:
Mmax＝2F1a2b2/L3＝2×17.62×0.52×22/2.53＝2.26KN·m
σ＝M/W＝2.26×106/102×103＝22.16N/mm2＜f＝210N/mm2
Intensity meets the demands.
(2.2) rigidity:
Rigidity meets the demands.
(3) the second load action operating mode
(3.1) intensity:
Mmax＝F1L/8＝17.62×2.5/8＝5.51KN·m
σ＝M/W＝4.63×106/102×103＝54.01N/mm2＜f＝210N/mm2
Intensity meets the demands.
(3.2) rigidity:
Rigidity meets the demands.
Act on No. 14 I-steel through checking computations stake machine, its intensity, rigidity all meet the demands.
3.2, steel pipe post calculates
Calculate according to critical load.
In formula: K1-safety coefficient, gets K1≥1.8
μ-drift correction factor, gets 0.65
(b) preparation of construction:
Organize tune according to the workmen in Design of Construction Organization, construction equipment and material etc.Send, carry out preparation of construction work in early stage, transformer is installed, install low-pressure end metering device, and ownerCooperation under, carry out the formality of construction, guarantee to go into operation smoothly according to plan.
(c) measure unwrapping wire:
The coordinate points providing according to owner and vertical control point, measure setting-out by design drawing requirement, establishesVertical Control Survey Triangulation Network for Construction point, carries out after meeting the requirements behind sample stake location, sideline, then submits a report asking for supervising engineer and enterRow is checked errorless rear organizing construction; Setting up before steelframe platform, first carry out the location setting-out of cast-in-situ bored pile,Carry out again the location setting-out of steelframe platform, avoid steel pipe post to set up the position, position, hole at cast-in-situ bored pile.
(d) steel pipe post is made and transport:
On construction ground, carry out the making of steel pipe post, adopt Φ 114mm hollow steel pipe column, circle for bottomIron plate welds,, avoid mud to enter hollow steel pipe, be beneficial to pulling out of steel pipe, from bottom 2.5-3 riceThe 30mm iron plate vertical steel tube column welding of 50mm × 50mm for distance, adopt the screw-thread steel of Φ 20mmFour jiaos with steel pipe post with tilt mode be connected, and by above-mentioned both carry out firmly in the mode of butt welding,Increase the contact-making surface of steel pipe post to soil layer, increase the bearing capacity of steel pipe post, after making, be transported to steelBody panel is set up place.
(e) construct temporary operating platform.
(f) steel pipe post inserts construction:
First stretch out temporary operating platform along No. 14 channel-section steels of design altitude welding outside temporary operating platform vertical to steel pipeSpringboard for guaranteeing construction safety, is laid, when the personnel of preventing construct in post insertion position on temporary operating platformCrash in rivers, then 2-3 people combines steel pipe post is propped up along temporary operating platform outside and slowly transferred,Make a U-shaped crotch with Φ 14mm round steel and entangle steel pipe post firm, the one, prevent from that steel pipe post is out of control to fall over into the river twoBe the perpendicularity of guaranteeing steel pipe post, after steel pipe post buries, naturally sink down in soil layer.
(g) the manually auxiliary sinking of 3T cucurbit:
After steel pipe post sinks down in soil layer naturally, because steel pipe post is higher apart from flat surface, Wu FazhiConnect and adopt sinkings of vibrating of eccentric vibrator, so first adopt the auxiliary sinking of manual 3T cucurbit, use Φ 20mmScrew-thread steel is made a hook type instrument, and steel pipe post top is caught in upper end, and lower end entangles manual 3T cucurbit, hand firmDraw cucurbit to sink.
(h) eccentric vibrator bias is vibrated in place:
Manually 3T cucurbit auxiliary sink after, carry out sinkings of vibrating of eccentric vibrator bias, eccentric vibrator employingIntermediate frequency formula, its frequency is: 83-133HZ, rotating speed are: 5000-8000 time/min, the exciting force of generation existsMore than 5KN, guarantee that the soil bearing capacity that enters of steel pipe post is not less than 20KN, and steel pipe post insertion soil layer wants largeIn more than 4.0 meters, eccentric vibrator is connected to the top of steel pipe post by oscillating flat plate, open bias and shakeSmash device, the rotating shaft with eccentric mass that utilizes eccentric vibrator center to install produces in the time of High Rotation SpeedCentrifugal force passes to oscillating flat plate by bearing, and then passes to the steel pipe post of oscillating flat plate below, centreThe manually eccentric vibrator of 3T cucurbit anchorage, prevents from the out of control and strength transmission of eccentric vibrator from making steel pipe postSlowly sink, until design altitude.
(i) carry out top rod member, the bottom connection construction of horizontal bars and shearing support in length and breadth in length and breadth, be mainlyThe globality of strengthening steelframe platform, prevents that local buckling from causing decaying of steelframe platform, the steelframe platform of a sectionJust set up.
(j) circulation construction to whole steelframe platform construction completes.
The quality control of this construction:
1, in strict accordance with given measurement coordinate and level absolute altitude, carry out location survey and check work, andControl point is built up in impregnable place, sets up site operation control net, and bench mark absolute altitude is introduced to workGround.
2, platform vertical steel pile tube sets frontly to the pre-setting-out in priming concrete pile hole position, makes platform bearer stake not affect perfusionPile driving construction, avoids bearing steel pipe pile secondary moving influence platform and integrally stable.
3, pile position deviation must be controlled at and be less than or equal in D/6-D/4 intermediate range, the perpendicularity franchise ﹤ of stake1％。
4,, in when piling, as felt, steel-pipe pile buries should be timely to field technician when obviously holding force feelingReport.
5, press shown in design drawing, demarcate in ground that steel pipe is predetermined sets position, and can after qualified on inspectionDrive piles.
6, the necessary close inspection of welding quality, finds sealing-off, solder skip or the not full phenomenon of weld seam, enters immediatelyRow repair welding.
7, carry out quality education work, improve all workmen's quality minds. The technology of carrying out before construction is handed overBasic skill or training does, and earnestly implements the systems of check and acceptance such as quality self-assessment, inspection mutually, handing-over.
8, in putting up platform process running check to ensure embedded depth and the perpendicularity of steel-pipe pile.
9, the degree that is connected firmly when platform uses between intact degree and the steel-pipe pile of running check steel-pipe pile, sends outExisting problem is repaired in time.
10, every batch of raw-material material, specification, model, size must meet the requirements, and close through site inspectionAfter lattice, can come into operation.
11, regularly carry out the sedimentation deformation observation of platform, analyze observation data, pinpoint the problems and reinforce in time.
This construction safety measure:
1, stake machine platform and builder's road top arrange safety barrier, and guardrail height is all not all less than 1.0 meters, the endPortion arranges skirt bar, and top arranges twice horizon bar, and guardrail side adopts close order safety net to seal.
2, stake erecting, on platform top, requires to lay wooden springboard according to ram machine construction, and wooden springboard specification adopts3000 × 2500 × 50mm pine, all wooden springboards must not adopt hard defects or rotten pine. Wood when layingSpringboard two ends all with No. 14 iron wire colligations on girder steel, if stake a machine move need to remove time, must processFull-time security official agrees to remove, and the confidential timely recovery of stake ties. The springboard of laying must not leave nominal plate.
3, because platform all adopts steel construction, therefore the leader cable of power supply for construction must be maked somebody a mere figurehead setting as requested,And should meet power supply for construction code requirement.
4, platform construction operating personnel, must carry out safety education before construction and specific aim is told somebody what one's real intentions are safely.
5, putting up platform operating personnel, must put on protective garment and soft sole, and the band that will put on life jacketGood safety belt, can carry out execute-in-place construction.
6, putting up platform and dismounting, constructing operation personnel institute station location must be firm, can operate,All steel constructions are set up rod member and are connected after necessary firm welding, can continue to extend operation construction.
7, after platform is removed and equipment all top and Work tool will be withdrawn and cleaned out, can remove.When platform is removed, to first remove and socket rod member, and then remove column, when dismounting, will remove in order,Guarantee operating personnel's safety.
8, set up regular maintenance mechanism, regularly arrange personnel to check steel platform, unusual circumstance is verticalSafeguard processing.
This construction environmental practice:
1, job site keeps good construction environment and construction order, does a good job of it on-the-spot appearance management, clearly executesConstruction equipment is parked place, and plant equipment, material are parked neatly.
2, ensure job site the coast is clear, smooth, clean and tidy, main construction road carries out necessary maintainerDo.
3, project management department's construction of listing, lays engineering billboard, work written instructions board, and safety warning-panel etc.,The content that makes to construct is very clear, rational and orderly.
4, after completion, carry out on request the cleaning work of job site, accomplish to have lived, expect clearly, place is clear.
5, strictly control the pollution of Construction on Environment, scene environmental pollution is around reduced to minimum.
6,, in production and living area, hang with the health poster of protection of the environment in eye-catching place, for living areaInterior rubbish fixed point is stacked, and cleaning in time, arranges enough interim sanitary installations in life and construction area, andIn time, cleans.
7, after completion, in time job site is cleared up, made great efforts to recover the looks before use, infringement is subtractedArrive less minimum degree.
These are only specific embodiments of the invention, but technical characterictic of the present invention is not limited to this. AnyTaking the present invention as basis, for solving essentially identical technical problem, realize essentially identical technique effect, instituteMake ground simple change, be equal to replacement or modification etc., be all covered by among protection scope of the present invention.
Claims (1)
1. bias is vibrated and is set up steelframe platform construction engineering method, it is characterized in that comprising the steps:
(a) steelframe Platform Structure Design;
(b) preparation of construction:
Organize and dispatch according to the workmen in Design of Construction Organization, construction equipment and material,Carry out preparation of construction work in early stage, transformer is installed, install low-pressure end metering device, and ownerCooperation under, carry out the formality of construction, guarantee to go into operation smoothly according to plan;
(c) measure unwrapping wire:
The coordinate points providing according to owner and vertical control point, measure setting-out by design drawing requirement, establishesVertical Control Survey Triangulation Network for Construction point, carries out after meeting the requirements behind sample stake location, sideline, then submits a report asking for management engineeringShi Jinhang checks errorless rear organizing construction; Setting up before steelframe platform, first carry out determining of cast-in-situ bored pilePosition setting-out, then carry out the location setting-out of steelframe platform;
(d) steel pipe post is made and transport:
On construction ground, carry out the making of steel pipe post, adopt Φ 114mm hollow steel pipe column, circle for bottomIron plate welds, the 30mm iron plate vertical steel tube in the distance from bottom 2.5-3 rice with 50mm × 50mmColumn welding, adopts four jiaos of the screw-thread steels of Φ 20mm to be connected in the mode of inclination with steel pipe post,And by above-mentioned both carry out firmly, after making, being transported to steelframe putting up platform field in the mode of butt weldingGround;
(e) construct temporary operating platform;
(f) steel pipe post inserts construction:
First stretch out temporary operating platform along No. 14 channel-section steels of design altitude welding outside temporary operating platform vertical to steel pipeSpringboard for guaranteeing construction safety, is laid in post insertion position on temporary operating platform, and the personnel of preventing executeCrash into man-hour in rivers, then 2-3 people combines steel pipe post is propped up along under temporary operating platform outsidePut, make a U-shaped crotch with Φ 14mm round steel and entangle steel pipe post firm, after steel pipe post buries nature underBe sink in soil layer;
(g) the auxiliary sinking of bottle gouard moved by hands:
After steel pipe post sinks down in soil layer naturally, adopt the auxiliary sinking of bottle gouard moved by hands, with Φ 20mm screw threadSteel is made a hook type instrument, and steel pipe post top is caught in upper end, and lower end entangles bottle gouard moved by hands firm, pullsCucurbit sinks;
(h) eccentric vibrator bias is vibrated in place:
Bottle gouard moved by hands auxiliary sink after, carry out sinkings of vibrating of eccentric vibrator bias, in eccentric vibrator employingFrequently formula, its frequency is: 83-133HZ, rotating speed are: 5000-8000 time/min, the exciting force of generation existsMore than 5KN, guarantee that the soil bearing capacity that enters of steel pipe post is not less than 20KN, and steel pipe post insertion soil layer is wantedBe greater than more than 4.0 meters, eccentric vibrator be connected to the top of steel pipe post by oscillating flat plate, openEccentric vibrator, the rotating shaft with eccentric mass that utilizes eccentric vibrator center to install, at high-speed rotaryThe centrifugal force producing while turning passes to oscillating flat plate by bearing, and then passes to oscillating flat plate belowSteel pipe post, the eccentric vibrator of middle bottle gouard moved by hands anchorage, sinks steel pipe post, until design highTill journey;
(i) carry out top rod member, the bottom connection construction of horizontal bars and shearing support in length and breadth in length and breadth, one sectionSteelframe platform has just been set up;
(j) circulation is constructed to steelframe platform construction and is completed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310367221.8A CN103452087B (en) | 2013-08-21 | 2013-08-21 | Bias is vibrated and is set up steelframe platform construction engineering method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310367221.8A CN103452087B (en) | 2013-08-21 | 2013-08-21 | Bias is vibrated and is set up steelframe platform construction engineering method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103452087A CN103452087A (en) | 2013-12-18 |
| CN103452087B true CN103452087B (en) | 2016-05-04 |
Family
ID=49734894
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310367221.8A Active CN103452087B (en) | 2013-08-21 | 2013-08-21 | Bias is vibrated and is set up steelframe platform construction engineering method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103452087B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196000A (en) * | 2014-08-01 | 2014-12-10 | 中国铁建大桥工程局集团有限公司 | Rapid construction method for strong-stormy-wave deep sea underwater connection system |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1986005531A1 (en) * | 1985-03-22 | 1986-09-25 | Pmb Systems Engineering Limited | Construction of jackets |
| CN102021901A (en) * | 2010-10-28 | 2011-04-20 | 中铁十三局集团有限公司 | Method for putting up steel pipe pile platform of abrupt slope bare rock |
| CN201972150U (en) * | 2011-01-21 | 2011-09-14 | 瑞安市永安机械有限公司 | Vibratory hammer with changeable eccentric torque |
| CN102605788A (en) * | 2012-04-01 | 2012-07-25 | 上海振中机械制造有限公司 | Double-tube-sinking and inner-tube-drawing bored cast-in-place pile construction method and application |
| CN102839667A (en) * | 2012-09-07 | 2012-12-26 | 中交第三航务工程局有限公司 | High-power electric-driven vibratory hammer for sand compaction pile construction |
-
2013
- 2013-08-21 CN CN201310367221.8A patent/CN103452087B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1986005531A1 (en) * | 1985-03-22 | 1986-09-25 | Pmb Systems Engineering Limited | Construction of jackets |
| CN102021901A (en) * | 2010-10-28 | 2011-04-20 | 中铁十三局集团有限公司 | Method for putting up steel pipe pile platform of abrupt slope bare rock |
| CN201972150U (en) * | 2011-01-21 | 2011-09-14 | 瑞安市永安机械有限公司 | Vibratory hammer with changeable eccentric torque |
| CN102605788A (en) * | 2012-04-01 | 2012-07-25 | 上海振中机械制造有限公司 | Double-tube-sinking and inner-tube-drawing bored cast-in-place pile construction method and application |
| CN102839667A (en) * | 2012-09-07 | 2012-12-26 | 中交第三航务工程局有限公司 | High-power electric-driven vibratory hammer for sand compaction pile construction |
Non-Patent Citations (1)
| Title |
|---|
| 《水泥搅拌桩在内河重力式码头施工中的质量控制》;王夏勋;《浙江建筑》;20120131;第29卷(第1期);第53-55页 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103452087A (en) | 2013-12-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101265690B (en) | Method for protectively dismantling arch bridge | |
| CN102011401B (en) | High-intensity prestressed concrete tubular pile lead hole hammering construction method for soft soil layer | |
| CN108797587A (en) | A kind of novel sinking construction technology of static pressed pile | |
| JP6279945B2 (en) | Soil surface anti-slip method for earth structure | |
| CN106968256A (en) | Foundation ditch assembled steel trestle construction method | |
| CN110485429A (en) | A kind of prestressing force fashioned iron assembled combination inner support construction method | |
| CN112575670B (en) | T-shaped rigid frame bridge suitable for tunnel to pass through giant karst cave and construction technology thereof | |
| CN103243747A (en) | Deviation rectifying method of prestressed concrete pipe pile foundation | |
| CN107724383A (en) | Rotary digging cast-in-place pile construction method | |
| CN101858082A (en) | Soft soil foundation new construction post pile pressing technology and construction method thereof | |
| CN102268871A (en) | Construction method of turnover platform for underwater pile foundation of bridge | |
| CN103266603A (en) | Construction method for pre-drilling hole-forming base-expanding and grouting of prestressed concrete special-shaped pile | |
| CN105804048B (en) | A kind of soft foundation drain bar reinforcement means | |
| CN104294769A (en) | Built abutment structure reinforced through combination of pile supplementing and abutment cap enlarging and construction method | |
| CN107503344A (en) | The construction method of turnover type merogenesis steel pile casting retaining wall manually digging hole filling pile | |
| CN110735436A (en) | cutting rock slope reinforced structure | |
| CN115595993A (en) | Replacement pile structure of tunnel-passing slope slide-resistant pile and construction method | |
| CN204097889U (en) | A kind of piling and the built bridge abutment structure of increase platform cap composite reinforcement | |
| CN103452087B (en) | Bias is vibrated and is set up steelframe platform construction engineering method | |
| CN105239573B (en) | The interplantation tube anchor rock construction method of shaped steel trestle | |
| CN110029653B (en) | Method for treating steel pipe pile foundation of riprap seabed foundation | |
| CN112281873A (en) | Construction method of anchoring pile | |
| CN111395382A (en) | Prefabricated foundation for power transmission engineering | |
| CN109024670B (en) | Underground comprehensive pipe gallery protection and reinforcement system penetrating through buried high-voltage cable and reinforcement method | |
| CN107476327B (en) | Narrow base list column step foundation 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 |