CN102277958A - Instrumental climbing formwork for building vertical shaft/elevator shaft - Google Patents
Instrumental climbing formwork for building vertical shaft/elevator shaft Download PDFInfo
- Publication number
- CN102277958A CN102277958A CN2011101124474A CN201110112447A CN102277958A CN 102277958 A CN102277958 A CN 102277958A CN 2011101124474 A CN2011101124474 A CN 2011101124474A CN 201110112447 A CN201110112447 A CN 201110112447A CN 102277958 A CN102277958 A CN 102277958A
- Authority
- CN
- China
- Prior art keywords
- supporting leg
- mould
- climbing
- frame
- tube mould
- 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
Images
Landscapes
- Types And Forms Of Lifts (AREA)
- Ladders (AREA)
Abstract
The invention discloses an instrumental climbing formwork for a building vertical shaft/elevator shaft, wherein an instrumental barrel formwork together with an upper-layer following-up platform, a power control box, a lower-layer follow-up platform, a center climbing formwork and a program circuit control cabinet constitute a combination unit. The inner cavity of the barrel formwork is provided with a girdle-type direct-pull retraction frame at a position corresponding to the center climbing frame; an anti-dumping structure is arranged at a joint between the barrel formwork and the follow-up platform; timely locking structures are arranged between the follow-up platforms and a concrete wall; the program circuit control cabinet is used for controlling the retracting and stretching of the barrel formwork as well as the climbing of the formwork in a centralized and unified manner; and all the parts of the entire climbing formwork of the vertical shaft are fashion parts except for filling plates and back edges of the barrel formwork as well as panel structures and level replacement parts of the follow-up platforms. By means of the instrumental climbing formwork provided by the invention, the construction process for the barrel formwork of the vertical shaft represented as the elevator shaft is changed from the traditional tower crane lifting manual operation mode into a program circuit control mechanical operation mode, and the barrel formwork serving as the traditional construction amortization material becomes novel equipment of construction machines and tools.
Description
Technical field
The present invention relates to the mould bases that a kind of concrete construction is used, particularly a kind of perpendicular shaft drum form.
Background technology
Architectural shaft/elevator shaft climbs mould bases as the category of construction formwork, embodies to some extent in the building mould crawling process, but as the tool-type device, at present beyond example still.With the elevator shaft is the perpendicular shaft drum form of representative, still continues to use the manual work pattern of tower crane enhancing tube mould so far.Upgrade significantly although the tube mode structure is existing in recent years, the basic technology pattern does not obtain basic change.Along with the continual renovation of high-building construction technology, traditional vertical shaft tube mold technique has become the bottleneck of QUICK CONSTRUCTION TECHNOLOGY OF HIGH-RISE BUILDINGS.
In the recent period, the tool-type of having authorized is from climbing a mould patent, as the patent No. 201020202357.5 " the tool-type tooth is moving from climbing a mould ", the patent No. 201020202286.9 " tool-type hydraulic pressure is from climbing a mould " etc., having opened the climb development of mould bases of tool-type vertical shaft newly tends to, traditional manually-operated technology is risen to electronic programme-control, implement tube mould automatic climbing, beyond doubt the once leap of tube mold technique.But still have some deficiency, and such as: the tube mould is a fulcrum with 4 post cantilever climbing frames, implements to climb, and it is unnecessary to be not only structure stress, and key is 4 cantilever mast settings, causes transportation, inconvenience is installed, and only this item just may make this technology be kept in detention; Install on the joint construction at tube mould and headstock in addition, lack simple and direct effective measures.
The stability against over turning structure of tube mould is the problem that enjoys the insider to pay close attention to always, and especially coastal high mountain high wind prone district is a blank of mould structure so far.
In addition, in several the tools-type barrel mould patents that authorized early stage, also there are many deficiencies, as: 1, patent of invention number is held for the T type ball bobbin shown in the ZL200810301142.6, when ball moves at bearing holder (housing, cover), ball will expose successively, and it is in use evenly stressed to guarantee that bobbin holds;
2, the positioning and connecting structure of tools-type barrel mould retractable frame articulated linkage does not possess a needs of the conversion of mould section, does not just enough become the tool-type feature yet.
3, as tool-type from climbing a mould facility, how to embody the needs that whole facilities satisfy " tool-type " proposition, existing many patents are also clear and definite inadequately, as the relation between facility of climbing, climbing frame height etc.
Based on many deficiencies of current technology and existing patent, proposes a kind ofly can satisfy different section and floor height changes needs, realizes that the tube mould climbs, has the tool-type vertical shaft mould bases of independent system certainly, the aim of patent of the present invention is proposed exactly.
Summary of the invention
The object of the present invention is to provide a kind of tool-type architectural shaft/elevator shaft die carrier technology that climbs.By comprehensive renewal, make the vertical shaft template become a kind of new equipment of building operations by present engineering amortization material to prior art and existing patent.
[0011] for achieving the above object, the present invention adopts following technical scheme: a kind of tool-type architectural shaft/elevator shaft mould bases that climbs, form combined unit by tools-type barrel mould and tailgate platform, headstock, center climbing frame, procedure operation switch board.
Described tool-type architectural shaft/elevator shaft mould bases (hereinafter to be referred as the vertical shaft mould bases that climbs) that climbs, this device is provided with two-layer tailgate platform, the tools-type barrel mould is seated on the tailgate platform of upper strata, and headstock is installed in the tailgate platform panel construction of upper strata, and the maintenance center overlaps.Lower floor's tailgate platform is as the supporting-point of center climbing frame.It is suitable for reading that the procedure operation switch board is seated in a mould.The pouring layer is to upper strata tailgate platform supporting leg distance h
1, two-layer tailgate platform distance h
2, tube mould high TH, the high PJH of center climbing frame be definite value.Tube mould folding and unfolding and mould bases climb by program circuit switch board concentrative implementation.
Described tools-type barrel mould surrounds moulding by four jiaos typing retractable unit bodies and infill panel and back cord.Tube mould both sides are provided with two-layer tailgate platform supporting leg preformed hole diaphragm capsule with the floor height location, for two-layer tailgate platform supporting leg forms new supporting-point.The upper strata diaphragm capsule is apart from tube mould h suitable for reading
xLook the construction floor height and determine the distance h of lower floor's diaphragm capsule and upper strata diaphragm capsule
2The definite value parameter of climbing for mould bases.Be provided with the two-layer vertical pulling retractable frame of encircling the center climbing frame up and down in the tube mould, inciting somebody to action up and down by four jiaos vertical links, two-layer retractable frame is connected as a single entity.Lower floor's retractable frame is connected with the headstock crane.Drive the folding and unfolding of tube mould by moving headstock crane.
Described tools-type barrel mould typing retractable unit body, by rigid angle mold be arranged on the symmetrical stereotype plate in rigid angle mold both sides and hold combination forming by the roller bobbin, implement the folding and unfolding of tube mould periphery.When tube mould abutment wall produced the positive coordinate bidirectional displacement under the retractable frame effect, the connection that rigid angle mold holds owing to the roller bobbin produced with positive coordinate direction at 45 thereupon and moves.Make a mould periphery produce outer opening or interior receipts.Retractable unit body one side is provided with two-layer tailgate platform supporting leg preformed hole diaphragm capsule with the floor height location, and the upper strata diaphragm capsule is looked the construction floor height apart from tube mould hx suitable for reading and determined the definite value parameter that the distance h 2 of lower floor's diaphragm capsule and upper strata diaphragm capsule is climbed for mould bases.The roller bobbin of typing retractable unit body holds along the overall height setting and is no less than twice.
Described roller bobbin holds, and holds slipway beam, bearing holder (housing, cover), three kinds of parts of roller by bobbin and forms, and it is characterized in that: bobbin holds slipway beam both sides suitable for reading and is provided with flange.The bearing holder (housing, cover) inboard is provided with the little groove greater than the roller diameter of groove width, and roller is set in respectively in the groove of bearing holder (housing, cover).Because slipway beam contacts with the complete of roller, when bearing holder (housing, cover) is mobile on slideway, roller will rotate in bearing holder (housing, cover) groove separately, ball bobbin shown in the ZL200810301142.6 patent of invention can not occur and hold the disadvantage that ball and bearing are with relative displacement.
Described center independence climbing frame, by rectangle or positive square section straightway cylinder and two groups of cushion cap half cover for seat machine-shapings respectively, the scene is mounted to integral body.After the straightway cylinder hangs in lower floor's tailgate platform, two groups of cushion cap half cover for seat are tightened to integral body together with the straightway cylinder by split bolt.Two groups of cushion cap half cover for seat are fixed by leveling screw, vertical bolt and lower floor's tailgate platform structure respectively.
Described center independence climbing frame straightway cylinder is characterized in that: the comprehensively domestic common maximum floor height of climbing frame height is in conjunction with the climb relevant parameter typing of tube mould.Consider the transportation factor, by two joint machine-shapings.The on-the-spot installation is linked to be integral body.
Described center independence climbing frame straightway cylinder, the section both sides are according to the requirement of climbing of different power, and being provided with climbs accordingly seeks connections with part.When adopting the gear transmission case, tooth bar is set along overall height.When adopting hydraulic power box, the hydraulic pressure piece of marking time that climbs is set along overall height.
Vertical pulling in the described tools-type barrel mould is encircled retractable frame, comprises articulated linkage, and the articulated linkage parts compositions such as stepless speed changing adjustment securing member that link to each other with retractable frame outside horizon bar of the sealing stock encircled around the climbing frame of center, connecting cylinder mould abutment wall.
The described center climbing frame sealing stock all around of encircling is strained along center climbing frame periphery by split bolt by two groups of wide supports of triangle and two groups of narrow supports of triangle, two groups of adjacent supports are linked to be integral body by stand connection, form to encircle center climbing frame sealing stock all around.
Described triangle is wide/narrow support, and the inboard is equipped with roller up and down, so that stock can be along center climbing frame free lifting.
Stock and articulated linkage setting are two-layer up and down.Lower floor stock lower edge is connected with the headstock crane.
The uniform screw of the lower chord of triangular supports passes through two bolt with the stepless speed changing adjustment securing member.
Described stepless speed changing adjustment securing member, both sides are provided with penetrating slotted eye, and the twice screw of the long only b of slotted eye 〉=triangular supports lower chord is apart from a+ connecting bolt diameter d, so that during tube mould section variation, articulated linkage can both realize effectively being connected at an arbitrary position with retractable frame outside horizon bar.
Described headstock crane and retractable frame lower edge joint construction is characterized in that: headstock crane top rail is mutually the intersecting parallels plane with tube mould retractable frame sheer pole.Headstock crane top rail is provided with long slot bore with tube mould retractable frame sheer pole respectively at place, design crosspoint, is mutually quadrature.Even if tube mould and headstock have the bigger error of centralization, the cross recess of quadrature can both satisfy the two effective connection.
Tube mould and tailgate platform junction are provided with resistance to compression, resistance to plucking return pulley simultaneously, and it is characterized in that: tailgate platform is provided with nose girder in the position of tube mould resistance to plucking return pulley correspondence, and the resistance to plucking return pulley is socketed in the nose girder lower edge.A mould can not toppled on tailgate platform.
Tailgate platform supporting leg and hoistway body of wall preformed hole are provided with timely locked configuration, it is characterized in that: in the inboard chute of upper strata tailgate platform lever supporting leg, be provided with supporting leg slide lock spare, slide hinge and driving lever links to each other with headstock supporting leg lock drive device by punching.
The timely locking of described supporting leg locking piece, control by the mould bases program circuit, after upper strata tailgate platform lever supporting leg is in place, because the electric contact of supporting leg lower edge and contacting of hoistway concrete wall preformed hole, the electric contact of supporting leg lower edge closes the position, starts supporting leg lock drive device, make the driving lever outward turning, to supporting leg locking piece insertion body of wall preformed hole, supporting leg locking piece stroke limit electric contact closes the position, and the supporting leg lock out action stops.So far the tube mould climbing program by program circuit control finishes.
Described supporting leg lock drive device, when being the gear transmission case, be provided with the supporting leg lock drive wheel of the positive left-hand thread screw rod of two ends band in headstock transmission terminal, positive left-hand thread screw rod two ends are respectively equipped with moving beam, when positive left-hand thread screw rod rotated, moving beam will be pushed out with the change that screw rod turns to or draw in.Because the inboard two ends of moving beam are fixed one group of driving lever punching respectively and are slided hinge, when moving beam produces horizontal when mobile, being through the driving lever punching slides hinged driving lever in the hinge and will produce along the fixedly hinge of termination and horizontally rotate, drive the supporting leg locking piece and produce along chute and move horizontally, push the supporting leg locking piece in the supporting leg or withdraw from outside the supporting leg.
When being hydraulic power box, be respectively equipped with horizontally-arranged supporting leg locking bidirectional hydraulic plunger displacement pump in the headstock both sides, when action took place plunger displacement pump, the plane door frame that is attached thereto produced extrapolation or the action of interior receipts thereupon.
Fix one group of punching respectively at the inboard two ends of plane door frame and slide hinge, the headstock driving lever is through and slides in the hinge, an end hinged securement, and the other end is provided with bell and spigot joint, is connected with the driving lever refill-unit, when horizontally-arranged supporting leg locking bidirectional hydraulic plunger displacement pump piston is overhanging.The plane portal is extrapolated synchronously, and in the time receiving in oil pump piston, the plane door frame is retracted synchronously.
Withdrawing from of supporting leg locking piece: owing to the control of mould bases program circuit, supporting leg lock drive device starts in advance before the tube mould climbs action launching, makes and dials red inward turning.Treat that driving lever is threaded to when driving lever resets electric contact in the headstock, promptly supporting leg slide lock spare recovers reset condition, and the supporting leg lock drive device of headstock transmission this moment terminal quits work, and under program circuit control, the tube mould begins to climb subsequently.
Described punching slides hinge, it is characterized in that: these parts are made up of with rotating hinge two parts fixing hinge, are provided with the roller of the interior edge of the edge facade band concave arc ball bearing of two symmetries in the rotating hinge, and two roller inner edges and driving lever outer rim are tangent.So that driving lever is walked in punching slides hinge smoothly.
Mould bases climbing program circuit, relay contact needs according to function, is provided with at corresponding position respectively.The electric contact of application cylinder mould folding and unfolding is arranged on the corresponding position of headstock crane pre-control stroke.The application cylinder mould climbs and the electric contact of supporting leg lock out action is arranged on tailgate platform lever supporting leg place, upper strata, is divided into supporting leg and goes into groove, in place, the three kinds of electric contacts of supporting leg locking piece stroke limit of supporting leg, is provided with the driving lever electric contact that resets in the headstock.The electric contact that the control climbing frame climbs is arranged on lower floor tailgate platform lever supporting leg place, is divided into supporting leg and goes into groove, supporting leg two kinds of electric contacts in place.
When headstock was hydraulic drive, the structure of its transmission terminal was: in the piece both sides of marking time corresponding to climbing frame, establish the step-by-step movement oil pump that climbs respectively.Be provided for the reciprocal oil pump of a mould folding and unfolding with the climb adjacent side bilateral symmetry of oil pump plane centreline quadrature of step-by-step movement, be connected with a tube mould retractable frame by the gate-type crane.Supporting leg lock drive oil pump is in tube mould folding and unfolding oil pump arranged outside.
When headstock was gear drive, the structure of its transmission terminal was: be provided with the spur gear that climbs corresponding to climbing frame tooth bar one side.Be parallel to the spur gear center line both sides of climbing, establishing a mould folding and unfolding driven wheel respectively.Supporting leg lock drive device, being orthogonal with the spur gear center of climbing is symmetrical arranged.
With prior art and patent family---" tool-type tooth moving from climb a mould ", " tool-type hydraulic pressure is from climbing a mould " are compared, and the present invention is except that having above-mentioned two whole advantages of patent (that is: self-powered climb, operation sequence automatic control).The present invention also has following characteristics and beneficial effect: 1, typing retractable unit body adopts the roller bobbin to hold to be connected, and all rollers are in stress all the time, has overcome in the past the ball bobbin and has held ball expose the defective of unbalance stress successively when bearing holder (housing, cover) moves.
2, center climbing frame and cushion cap adopt to divide body formedly respectively, overcome transportation that existing patent adopts four posts to climb to bring, the disadvantage that is difficult to carry out is installed.
3, tube mould retractable frame sheer pole and headstock crane top cross-bar adopt the groined type interconnection, and two kinds of parts tie points are provided with the long slot bore quadrature respectively, provide effective means for solving the installation error of centralization.
4, stepless speed changing adjustment securing member joint construction has solved the conversion of tube mould section and has connected processing, and do not related to the parts change.
5, the present invention is provided with the timely locking device of mould bases, has solved a vertical shaft mould bases overturning or slip resistance analysis difficult problem.
Description of drawings
The present invention will be further described in detail below in conjunction with accompanying drawing.
Fig. 1: the tool-type vertical shaft mould bases general assembly schematic diagram that climbs.
Fig. 2: tools-type barrel mould facade organigram.
Fig. 3: tools-type barrel mould planar configuration schematic diagram.
Fig. 4: typing retractable unit body joint construction floor map.
Fig. 5: the folding and unfolding of typing retractable unit body concerns schematic diagram.
Fig. 6: typing retractable unit body folding and unfolding vector correlation schematic diagram.
Fig. 7: rigid angle mold and bobbin hold the slipway beam floor map.
Fig. 8: stereotype plate and bearing holder (housing, cover) concern floor map.
Fig. 9: the peaceful surface construction of roller bobbin amplifies signal..
Figure 10: the roller bobbin holds cross-section structure and amplifies signal..
Figure 11: center independence climbing frame organigram.
Figure 12: climbing frame butt joint facade amplifies organigram.
Figure 13: climbing frame butt joint section amplifies organigram (Figure 12 A-A section).
Figure 14: climbing frame cushion cap half cover for seat and lower floor's tailgate platform annexation facade organigram.
Figure 15: climbing frame cushion cap half cover for seat and lower floor's tailgate platform annexation planar configuration schematic diagram.
Figure 16: vertical pulling is encircled retractable frame facade organigram.
Figure 17: vertical pulling is encircled retractable frame planar configuration schematic diagram.
Figure 18: the wide support 1-21 of triangle planar configuration schematic diagram.
Figure 19: the narrow support 1-22 of triangle planar configuration schematic diagram.
Figure 20: triangular supports (1-21/1-22) facade organigram.
Figure 21: stepless speed changing adjustment fastener frame organigram
Figure 22: headstock crane and tube mould retractable frame annexation elevational schematic view.
Figure 23: headstock crane and tube mould retractable frame annexation floor map (Figure 22 a-a section).
Figure 24: tube mould return pulley layout schematic diagram.
Figure 25: tailgate platform and tube mould return pulley counterpart planar configuration schematic diagram.
Figure 26: Figure 24 a-a cuts open figure.
Figure 27: Figure 25 b-b cuts open figure.
Figure 28: upper strata tailgate platform supporting leg locked configuration lock-out state generalized section.
Figure 29: upper strata tailgate platform supporting leg locked configuration released state generalized section.
Figure 30: tailgate platform supporting leg locking transmission principle when being used for gear drive: released state floor map.
Figure 31: tailgate platform supporting leg locking transmission principle when being used for gear drive: lock-out state floor map.
Figure 32: tailgate platform supporting leg locking transmission principle when being used for hydraulic drive: released state floor map.
Figure 33: tailgate platform supporting leg locking transmission principle when being used for hydraulic drive: lock-out state floor map.
Figure 34: punching slides hinge 2-60 (3-5) generalized section.
Figure 35: punching slides hinge 2-60 (3-5) floor map.
Figure 36: mould bases program circuit electric contact distribution schematic diagram.
Figure 37: gear transmission case transmission terminal facade organigram.
Figure 38: gear transmission case transmission terminal planar configuration schematic diagram.
Figure 39: hydraulic power box transmission terminal planar configuration schematic diagram.
Figure 40: hydraulic power box crane facade organigram.
Figure 41: climb oil pump and be used for supporting leg locking bidirectional hydraulic plunger displacement pump elevational schematic view of hydraulic power box step type hydraulic.
Figure 42: the present invention and prior art construction technology comparison diagram: Figure 40 (1) to Figure 40 (5) be the prior art construction technology; Figure 40 (6) to Figure 40 (8) be construction technology of the present invention.
Reference numeral: 1, tube mould; 1-10, typing retractable unit body; 1-11, rigid angle mold; 1-12, stereotype plate; 1-13, roller bobbin hold slipway beam; 1-14, bearing holder (housing, cover); 1-15, commodity roller; 1-16, resistance to compression return pulley; 1-17, resistance to plucking return pulley; 1-20, vertical pulling are encircled retractable frame; 1-21, the wide support of triangle; 1-22, the narrow support of triangle; 1-23, support roller; 1-24, stand connection; 1-25, support split bolt; 1-26, retractable frame vertical links up and down; 1-27, stepless speed changing adjustment securing member; 1-28, retractable frame articulated linkage; The sheer pole of 1-29, lower floor's retractable frame belt length circular hole; 1-30, infill panel; 1-40, back cord; 1-50, the tailgate platform supporting leg preformed hole diaphragm capsule that can vertically move
2, upper strata tailgate platform; 2-1, upper strata tailgate platform panel construction; 2-2, leveling lever supporting leg shaped element; 2-3, elastic guide wheel shaped element; The nose girder of 2-4, the inboard corresponding tube mould resistance to plucking wheel location of upper strata tailgate platform; 2-5, supporting leg locking piece; 2-60, driving lever punching slide the hinge general name; 2-61, fixing hinge; 2-62, rotating hinge; The roller of edge ball bearing in 2-63, the edge facade band concave arc; 2-7, with the driving lever refill-unit of tube mould section conversion; 2-8, supporting leg locking piece slideway; 2 ', lower floor's tailgate platform; 2-1 ', lower floor's tailgate platform panel construction;
3, hydraulic power box; 3-1, the step type hydraulic oil pump that climbs; 3-20, the reciprocal oil pump of tube mould folding and unfolding; 3-21, door shape crane montant; 3-22, door shape crane crossbeam; 3-3, supporting leg lock horizontally-arranged bidirectional hydraulic plunger displacement pump; 3-4, plane door frame; 3-5, driving lever punching slide hinge (same 2-60); The hinged driving lever of 3-6, termination band bell and spigot joint;
3 ', the gear transmission case; 3-1 ', spur gear climbs; 3-20 ', tube mould folding and unfolding driven wheel; 3-21 ', crane move axially screw rod; 3-22 ', crane crossbeam; 3-3 ', with the supporting leg lock drive of positive left-hand thread screw rod wheel; 3-4 ', moving beam;
4-center climbing frame; 4-1, climbing frame cylinder straightway; 4-2, climbing frame cushion cap half cover for seat; 4-3, be used for the piece of marking time that climbs when hydraulic pressure climbs; 4-3 ', be used for the gear hour rack precision castings that climbs; 4-4, climbing frame splicing junction plate; 4-5, climbing frame cushion cap half cover for seat split bolt; 4-6, cover for seat and the vertical connecting bolt of lower floor's tailgate platform; 4-7, cover for seat and the horizontal connecting bolt of lower floor's tailgate platform.
5, program circuit switch board.
6-1, tube mould close a limitation travel switch; Receive limitation travel switch in 6-2, the tube mould; 6-3, upper strata tailgate platform lever supporting leg are gone into the groove electric contact; 6-4, upper strata tailgate platform lever supporting leg electric contact in place; 6-5, upper strata tailgate platform supporting leg locking piece stroke limit electric contact; 6-6, lower floor's tailgate platform lever supporting leg are gone into the groove electric contact; 6-7, lower floor's tailgate platform supporting leg electric contact in place; 6-8, the driving lever electric contact that resets.
The specific embodiment
Embodiment is referring to shown in Figure 1, this tool-type vertical shaft mould bases that climbs, by tools-type barrel mould 1 and upper strata tailgate platform 2, headstock 3, lower floor's tailgate platform 2 ', center climbing frame 4, program circuit switch board (6) form combined unit.Upper strata tailgate platform 2 and lower floor's tailgate platform 2 ' maintenance definite value distance h
2, upper strata tailgate platform supporting leg to hoistway concrete casting face keeps the definite value distance h
1Center climbing frame 4 is installed in the tailgate platform panel construction 2-1 ' of lower floor, is passed through by upper strata tailgate platform 2, headstock 3 and tools-type barrel mould 1 center.Headstock 3 is installed in the upper strata tailgate platform 2, and overlaps with tailgate platform center, upper strata.Be provided with the two-layer vertical pulling retractable frame 1-20 that encircles the center climbing frame up and down in the tube mould, the bottom is connected with the crane of headstock, implements the folding and unfolding of tube mould.Climb part and climbing frame of headstock sought connections with the part interlock, implements tube mould and climbing frame and climbs, and the folding and unfolding of mould bases is carried out by being arranged on mould program circuit switch board suitable for reading 5 with climbing.
Referring to Fig. 2, shown in Figure 3.Tube is respectively equipped with one group of typing retractable unit body 1-10 by four jiaos of mould, and infill panel 1-30, back cord 1-40 by every limit surround moulding.Tube mould both sides are provided with two-layer tailgate platform supporting leg preformed hole diaphragm capsule 1-50 with the floor height location, and the upper strata diaphragm capsule is apart from tube mould h suitable for reading
xLook the construction floor height and determine the distance h of lower floor's diaphragm capsule and upper strata diaphragm capsule
2The definite value parameter of climbing for mould bases.Typing retractable unit body bottom is provided with resistance to compression return pulley 1-16 and resistance to plucking return pulley 1-17.The roller bobbin holds 1-13 and is no less than twice along the setting of tube mould overall height.Center climbing frame 4 is passed through by tube mould center.Be provided with the two-layer vertical pulling retractable frame 1-20 that encircles the center climbing frame up and down in the tube mould.Vertical pulling is encircled retractable frame 1-20 and is closely encircled around the center climbing frame 4.Two-layer up and down retractable frame is connected as a single entity by vertical links 1-26.Lower floor's retractable frame is connected with hydraulic power box crane 3-21 or gear transmission case crane 3-21 '.The high TH of tube mould sets by maximum standard floor height commonly used.
Referring to Fig. 4, Fig. 5, Fig. 6, Fig. 7, shown in Figure 8.Typing retractable unit body is to hold 1-13 with rigid angle mold 1-11 and two symmetrical each other stereotype plate 1-12 combination formings by the roller bobbin.Bobbin holds slipway beam 1-13 and rigid angle mold 1-11 fixes, bearing holder (housing, cover) 1-14 and stereotype plate 1-12 fix.Typing retractable unit body folding and unfolding relation is: when two stereotype plates during along positive coordinate direction displacement a, rigid angle mold since the connection that the roller bobbin holds 1-13 produce with positive coordinate direction at 45 thereupon and move 0.707a.
Referring to Fig. 9, shown in Figure 10.It is by slipway beam 1-13 that the roller bobbin holds, bearing holder (housing, cover) 1-14, commodity roller 1-15 combination forming.Fill out roller 1-15 and slipway beam 1-13 socket in the bearing holder (housing, cover) inboard.Slipway beam 1-13 both sides suitable for reading are provided with flange, and bearing holder (housing, cover) 1-14 inboard is provided with the little groove greater than the roller diameter of groove width, and roller 1-15 is set in the groove of bearing holder (housing, cover).Because slideway contacts with the complete of roller, when bearing holder (housing, cover) moved, roller rotated in the groove of bearing holder (housing, cover) inboard.Bearing holder (housing, cover) is able to easily move on slideway.
Referring to Figure 11, Figure 12, shown in Figure 13.The center climbing frame is divided body formedly by rectangular cross section straightway cylinder 4-1 and cushion cap cover for seat 4-2, the scene is mounted to integral body.After the straightway cylinder hangs in lower floor's tailgate platform, be linked to be integral body with cushion cap cover for seat 4-2 again.The comprehensively domestic common maximum floor height of climbing frame height is considered the transportation factor, by two joint machine-shapings in conjunction with the climb relevant parameter typing of tube mould.The on-the-spot installation is linked to be integral body by connector 4.-4.Described center independence climbing frame straightway cylinder, the section both sides are according to different power sources, and being provided with climbs accordingly seeks connections with part.When adopting the gear transmission case, along overall height tooth bar 4.-3 ' is set, when adopting hydraulic power box, the hydraulic pressure piece 4.-3 that marks time that climbs is set along overall height.
Referring to Figure 14, shown in Figure 15.Described cushion cap cover for seat is characterized in that: by two and half cover for seat 4-2 machine-shaping respectively.After straightway cylinder 4-1 hangs in, be linked to be integral body by mutually orthogonal leveling screw 4-5 and cylinder.By vertical bolt 4-6, leveling screw 4-7 and the tailgate platform panel construction 2-1 ' of lower floor are linked to be integral body again.
Described lower floor tailgate platform, both sides are provided with leveling lever supporting leg shaped element 2-2, are the strong point and the climbing frame verticality control structure of mould bases load, are again the setting areas of the operation phase associated electrical contacts of program circuit.Tailgate platform is provided with elastic guide wheel shaped element 2-3 for four jiaos, remains on measure placed in the middle in the hoistway as control lower floor's tailgate platform and the climbing frame process of climbing.
Referring to Figure 16, Figure 17, Figure 18, shown in Figure 19.Described vertical pulling is encircled retractable frame 1-20, the narrow support 1-22 of the triangle both sides that system is clipped in two groups of band rollers by the wide support 1-21 of the triangle of two groups of band rollers, by split bolt 1-25 drawknot around the climbing frame of center, wide support 1-21 and narrow support 1-22 fuse by connector 1-24, form closed stock.Stock outside triangular supports lower chord links to each other by stepless speed changing adjustment securing member and tube mould abutment wall articulated linkage 1-28 with angle, when the stock lifting, realizes the folding and unfolding to tube mould abutment wall.
Referring to Figure 20, shown in Figure 21.Described stepless speed changing adjustment securing member, both sides are provided with penetrating slotted eye, and the twice screw of the long only b of slotted eye 〉=triangular supports lower chord is apart from a+ connecting bolt diameter d.When the conversion of tube mould section, no matter the stepless speed changing adjustment securing member is in any position of retractable frame support lower chord like this, under the situation that fashion-part is not affected, can both be fixed by two bolts and support lower chord.
Referring to Figure 22, shown in Figure 23.Described headstock crane and retractable frame lower edge joint construction are that headstock crane top rail 3-22 (hydraulic power box) or 3-22 ' (gear transmission case) and tube mould retractable frame sheer pole 1-29 are mutually the intersecting parallels plane.Headstock crane top rail is provided with long slot bore with tube mould retractable frame sheer pole respectively at design intersection point place, is mutually quadrature.Even if tube mould and headstock have the bigger error of centralization, the cross recess of quadrature can both be realized the two effective connection.
Referring to Figure 24, Figure 25, Figure 26, shown in Figure 27.Tube mould and tailgate platform junction, the tube mould is provided with resistance to compression return pulley 1-16 along the folding and unfolding direction, and resistance to plucking return pulley 1-17 is characterized in that: tailgate platform is provided with nose girder 2-4 in the position of tube mould resistance to plucking return pulley correspondence, and the resistance to plucking return pulley is socketed in the nose girder lower edge.The tube mould can not topple on tailgate platform when meeting with external force collision or high wind.
Referring to Figure 28, shown in Figure 29.Be upper strata tailgate platform supporting leg locked configuration, in the inboard chute 2-8 of upper strata tailgate platform lever supporting leg, be provided with supporting leg slide lock spare 2-5, punching slides hinge 2-6 and driving lever refill-unit 2-7.In the time of in supporting leg slide lock spare 2-5 inserts supporting leg 2-2, tailgate platform and body of wall form the build-in state, and after supporting leg slide lock spare 2-5 broke away from supporting leg 2-2, tailgate platform was in released state.
Referring to Figure 30, shown in Figure 31.Interaction relation for gear transmission case supporting leg lock drive device and upper strata tailgate platform 2.The supporting leg lock drive that is provided with band positive left-hand thread screw rod in two ends in headstock transmission terminal is taken turns 3-3 ', and positive left-hand thread screw rod two ends are respectively equipped with moving beam 3-4 ', and when positive left-hand thread screw rod rotated, moving beam 3-4 ' will be pushed out with the change that screw rod turns to or draw in.Because the inboard two ends of moving beam are fixed one group of driving lever punching respectively and are slided hinge 3-5, when moving beam produces horizontal when mobile, be through the driving lever punching and slide the interior hinged driving lever 3-6 of hinge, to produce along the fixedly hinge of termination and horizontally rotate, drive supporting leg locking piece 2-5 and produce along chute 2-8 and move horizontally, push the supporting leg locking piece in the supporting leg or withdraw from outside the supporting leg.
Described driving lever comprises the driving lever 3-6 of band bell and spigot joint in the headstock and the headstock outside two sections formations of driving lever refill-unit 2-7 with tube mould section size conversion.
The locking of supporting leg and release, climb with the upper strata tailgate platform, after supporting leg 2-2 is in place, electric contact 6-4 closes the position, and the action of climbing stops, and supporting leg lock drive device is activated immediately, supporting leg locking piece 2-5 is pushed in the supporting leg, until stroke limit electric contact 6-5 closure, supporting leg lock drive device action stops, and climbing of upper strata tailgate platform so far formally finishes.When needs upper strata tailgate platform climbed once more, the supporting leg locking device started under the control of program circuit in advance, makes driving lever 2-7,3-6 inward turning, and after treating in the headstock to reset driving lever electric contact 6-8 closing the position, supporting leg is realized release, and a tube mould begins to climb subsequently.
Described upper strata tailgate platform, both sides are provided with leveling lever supporting leg shaped element 2-2, are the strong point and the tube mould verticality control structure of mould bases load, are again the setting areas of the operation phase associated electrical contacts of program circuit.Tailgate platform is provided with elastic guide wheel shaped element 2-3 for four jiaos, keeps requisite measure placed in the middle as control upper strata tailgate platform and the tube mould process of climbing.
Referring to Figure 32, shown in Figure 33.Be respectively equipped with horizontally-arranged supporting leg locking bidirectional hydraulic plunger displacement pump 3-3 in the headstock both sides, the plunger displacement pump two ends are connected with the gate-type pushing-pulling-rack respectively, when the overhanging or interior time receiving of plunger, plane door frame 3-4 produces outer synchronization action thereupon, slide in punching under the drive of hinge, rotate by driving lever, realize that supporting leg locking piece 2-5 locks or withdraws from supporting leg.
Shown in Figure 35 referring to Figure 34.Described punching slides hinge, it is characterized in that: these parts are made up of fixing hinge (2-61) and rotating hinge (2-62) two parts, are provided with the roller (2-63) of the interior edge of the edge facade band concave arc ball bearing of two symmetries in the rotating hinge; Two roller inner edges and driving lever outer rim are tangent.So that driving lever is walked in punching slides hinge smoothly.
Referring to shown in Figure 36.Mould folding and unfolding of described tube and mould bases climb by the centralized and unified control of program circuit switch board, it is characterized in that: program circuit switch board 5 is connected with program circuit respectively with the spacing stroke electric contact of crane 6-1, the 6-2, the spacing stroke electric contact of driving upper strata tailgate platform supporting leg locking device 6-4,6-5,6-8, supporting leg electric contact 6-3 in place, 6-4,6-6, the 6-7 that drive tube mould folding and unfolding program:
The tube mould closes the position spacing stroke electric contact 6-1 limit of being located at headstock crane top puts the place, position;
The spacing stroke electric contact 6-2 of receipts is located at the place, limit receipts position on headstock crane top in the tube mould;
It is that tailgate platform and the tube mould supporting leg that climbs are gone into the groove signalling contact that upper strata tailgate platform lever supporting leg is gone into groove electric contact 6-3;
Tailgate platform lever supporting leg electric contact 6-4 in place in upper strata is located at tailgate platform lever supporting leg outer end, upper strata soffit, in case this electric contact closes the position, platform and tube mould climb and stop, the action of supporting leg locking device, and the supporting leg locking piece is pushed in the supporting leg;
Upper strata tailgate platform supporting leg locking piece stroke limit electric contact 6-5 is located at the outside, supporting leg top rail lower edge, in case this electric contact closes the position, the action of supporting leg locking device stops;
It is that the climbing frame supporting leg that climbs is gone into the groove signalling contact that lower floor's tailgate platform lever supporting leg is gone into groove electric contact 6-6;
The tailgate platform lever supporting leg electric contact 6-7 in place of lower floor is the climbing frame supporting leg signalling contact in place that climbs, and this this electric contact closes the position, shows that the climbing frame climbing program finishes.
The driving lever electric contact 6-8 that resets is positioned at headstock, and this electric contact closes the position, shows the supporting leg release, and a tube mould begins to climb.
Referring to Figure 37, shown in Figure 38.For the signal of gear transmission case transmission terminal constructions, be provided with the spur gear 3-1 ' that climbs corresponding to climbing frame tooth bar place, with the engagement of climbing frame tooth bar, implement tube mould and climbing frame and climb.In the adjacent side both sides of climbing spur gear 3-1 ' plane centreline quadrature, the gear 3-20 ' of edge nut drives axially movable screw rod crane 3-21 ' in being symmetrical arranged, and is connected with tube mould retractable frame by crane crossbeam 3-22 ', implements the folding and unfolding of tube mould.Supporting leg lock drive device is made of supporting leg lock drive wheel 3-3 ' and moving beam 3-4 ' with positive left-hand thread screw rod.When positive left-hand thread screw rod rotated, moving beam 3-4 ' will be pushed out with the change that screw rod turns to or draw in.
Referring to Figure 39, Figure 40, shown in Figure 41.Be the signal of hydraulic power box transmission terminal constructions, it is characterized in that: in the piece both sides of marking time corresponding to climbing frame, establish the step type hydraulic oil pump 3-1 that climbs respectively, with the climb adjacent side bilateral symmetry of oil pump plane centreline quadrature of step-by-step movement reciprocal oil pump 3-20 is set, be connected with tube mould retractable frame by gate-type crane 3-21, top rail 3-22, with the folding and unfolding of pulling tube mould.Supporting leg locking bidirectional hydraulic plunger displacement pump 3-3 is symmetricly set in the headstock both sides, and when the overhanging or interior time receiving of bidirectional hydraulic plungers pump plunger, the plane door frame 3-4 that is attached thereto produces synchronization action thereupon.
Referring to shown in Figure 42.Be the present invention and the contrast of prior art construction technology effect.Figure 40 (1) is the prior art construction technology to Figure 40 (5), and the tube mould need be passed through to a last floor formwork by intact pouring layer: hang out after receiving in the tube mould, carry on the tailgate platform, the tube mould hangs in, and the tube mould opens and closes position 4 procedures, about 30 minutes of front and back; Figure 40 (6) is a construction technology of the present invention to Figure 40 (8), and to a last floor formwork, because the program circuit operation only need be carried out two programs: the tube mould climbs the tube mould, and climbing frame climbs by intact pouring layer.Front and back got final product in about 5 minutes.
Claims (10)
1. tool-type architectural shaft/elevator shaft mould bases that climbs, form combined unit by tools-type barrel mould and upper strata tailgate platform, headstock, lower floor's tailgate platform, center climbing frame, program circuit switch board, mould bases climbs and unifies centralized Control by the program circuit switch board, it is characterized in that:
Described tools-type barrel mould, four jiaos typing retractable unit body (1-10) hold (1-13) by the roller bobbin and connect moulding; Retractable unit body (1-10) side is provided with two-layer tailgate platform supporting leg preformed hole diaphragm capsule (1-50) with the floor height location, and the upper strata diaphragm capsule is apart from tube mould h suitable for reading
xLook the construction floor height and determine the distance h of lower floor's diaphragm capsule and upper strata diaphragm capsule
2Be the definite value parameter that mould bases climbs, retractable unit body end opening both sides are provided with resistance to compression return pulley (1-16) and resistance to plucking return pulley (1-17) simultaneously; Climbing frame place, the corresponding center of tube mold cavity is provided with encircling type vertical pulling retractable frame (1-20); The transmission terminal that encircling type vertical pulling retractable frame is corresponding with headstock adopts the groined type plane to connect; Center climbing frame (4) and cushion cap cover for seat (4-2) are divided body formed; Be provided with locking overturning or slip resistance analysis structure between tube mould end opening and concrete wall, when implementing climbing program, implement locking or release by program circuit switch board (5); The pouring layer is to upper strata tailgate platform supporting leg distance h
1, two-layer tailgate platform distance h
2, tube mould high TH, the high PJH of center climbing frame be definite value, the conversion of tube mould section, it only is the replacement of following 4 kinds of non-type spares: infill panel (1-30), back cord (1-40), levels tailgate platform panel construction (2-1,2-1 '), driving lever refill-unit (2-7) in the tailgate platform of upper strata, the conversion of construction floor height is moving of tube mould upper strata preformed hole diaphragm capsule (1-50) position hx just, and all parts of all the other mould bases are the shaped element of recycling.
2. tools-type barrel mould typing retractable unit body (1-10) according to claim 1, hold by the roller bobbin with stereotype plate (1-12) by rigid angle mold (1-11) and to be connected moulding, the roller bobbin holds and is characterised in that: it is rectangular cross section that bobbin holds slipway beam (1-13), both sides suitable for reading are provided with flange, and bearing holder (housing, cover) (1-14) inboard is provided with the little groove greater than the roller diameter of groove width.Between bearing holder (housing, cover) and slipway beam, fill by roller (1-15), it is fixing with rigid angle mold (1-10) that bobbin holds slipway beam (1-13), bearing holder (housing, cover) (1-14) is fixing with stereotype plate (1-12), and the roller bobbin holds along the setting of tube mould typing retractable unit body overall height and is no less than twice.
3. center according to claim 1 climbing frame (4) is characterized in that: rectangle or positive square section climbing frame cylinder straightway (4-1) are body formed with cushion cap cover for seat (4-2) branch, and the scene is mounted to integral body; The straightway height comprehensively tube mould height TH, upper strata tailgate platform supporting leg to the concrete casting identity distance from h
1, two-layer tailgate platform distance h
2, and necessary security distance be made as definite value, divide two joint processing, last segmented column pushes up and is taper; The cushion cap cover for seat is divided two half-formed by diagonal, after the cylinder straightway hangs in, by split bolt that two and half cover for seat are trivial in the lump tight together with the straightway cylinder, and connect into integral body by leveling screw, vertical bolt and lower floor tailgate platform panel construction (2-1 ') respectively.
4. center according to claim 3 climbing frame straightway cylinder, it is characterized in that: the section both sides are according to the requirement of climbing of different power, corresponding climbing is set seeks connections with part, when adopting the gear transmission case, along overall height tooth bar (4-3 ') is set, when adopting hydraulic power box, the hydraulic pressure piece (4-3) of marking time is set along overall height.
5. tube mould according to claim 1, inner chamber is provided with the encircling type vertical pulling retractable frame of encircling the center climbing frame, it is characterized in that: retractable frame is strained along center climbing frame periphery by split bolt by two groups of wide supports of triangle (1-21) and two groups of narrow supports of triangle (1-22), two groups of adjacent supports are interconnected by stand connection (1-24), form the center that encircles and climb sealing stock all around;
Described triangle is wide/narrow support, and the inboard is equipped with roller (1-23) up and down.
6. encircling type vertical pulling retractable frame according to claim 5, the outside is by stepless speed changing adjustment securing member (1-27), articulated linkage (1-28) links to each other with tube mould abutment wall, it is characterized in that: the uniform screw of retractable frame outside horizon bar, vertical slotted eye is established at stepless speed changing adjustment securing member (1-27) center, the long only b of slotted eye 〉=2 times of horizon bar pitch a+ connecting bolt diameter d, the stepless speed changing adjustment securing member is connected and fixed by two bolts and retractable frame outside horizon bar, so that during tube mould section variation, articulated linkage (1-28) can both realize effectively being connected at an arbitrary position with retractable frame outside horizon bar.
7. the transmission terminal that encircling type vertical pulling retractable frame according to claim 1 is corresponding with headstock adopts the groined type plane to connect, it is characterized in that: the retractable frame sheer pole is groined type with headstock crane top cross-bar and intersects, the sheer pole (1-29) of lower floor's retractable frame belt length circular hole and headstock crane top cross-bar (3-22,3-22 ') is provided with long slot bore respectively at the place, crosspoint, be mutually quadrature, be used for eliminating installation and connect error.
8. be provided with locking overturning or slip resistance analysis structure between tube mould end opening according to claim 1 and concrete wall, it is characterized in that: tailgate platform is at tube mould resistance to plucking return pulley (1-17) correspondence position upper limb, be provided with nose girder (2-4), during the folding and unfolding of tube mould, the resistance to plucking return pulley is in operation under the nose girder, and a mould can not toppled on tailgate platform.
9. be provided with locking overturning or slip resistance analysis structure between tube mould end opening according to claim 8 and concrete wall, it is characterized in that: the upper strata tailgate platform (2) of carrying cylinder mould, in the inboard chute of lever supporting leg (2-8), be provided with supporting leg slide lock spare (2-5), successively closed with upper strata tailgate platform supporting leg electric contact (6-4), electric contact (6-5), realize that supporting leg locks in concrete wall, be connected together with of the overturning or slip resistance analysis of tube mould with the tailgate platform junction, that is tube mould and body of wall realization build-in;
When the tube mould climbed once more, because the control of program circuit, supporting leg lock drive device started in advance, and driving lever (3-6) produces inward turning, until driving lever electric contact (6-8) closure that resets, realized the supporting leg release, and a tube mould begins to climb;
Described supporting leg lock drive device when being hydraulic power box, being provided with supporting leg and locking horizontally-arranged bidirectional hydraulic plunger displacement pump (3-3), connects plane door frame (3-4) respectively at the plunger two ends, and when the overhanging or interior time receiving of plunger, the plane door frame produces outer synchronization action thereupon;
The inboard two ends of plane door frame (3-4) are fixed one group of punching respectively and are slided hinge (3-5), headstock driving lever (3-6) is through and slides in the hinge (3-5), one end hinged securement, the other end is provided with bell and spigot joint, (2-7) is connected with the driving lever refill-unit, when extrapolation of plane door frame or interior time receiving, slides in punching under the drive of hinge (3-5), fixing hinge produces and horizontally rotates driving lever (3-6) along the termination, and the punching by far-end slides hinge (2-6) makes supporting leg slide lock spare (2-5) be pushed into or withdraw supporting leg;
When being the gear transmission case, supporting leg lock drive wheel (3-3 ') two ends of the positive left-hand thread screw rod of band of headstock transmission terminal are respectively equipped with moving beam (3-4 '), moving beam will be pushed out with the change that screw rod turns to or draw in, slide under hinge and the driving lever effect in punching, make supporting leg slide lock spare (2-5) be pushed into or withdraw supporting leg;
10. punching according to claim 9 slides hinge (3-5/2-6), it is characterized in that: these parts are made up of fixing hinge (2-61) and rotating hinge (2-62) two parts, be provided with the roller (2-63) of the interior edge of the edge facade band concave arc ball bearing of two symmetries in the rotating hinge, two roller inner edges and driving lever outer rim are tangent, and rotating hinge (2-62) rotates freely in fixing hinge (2-61) with the rotation of driving lever.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110112447 CN102277958B (en) | 2011-05-03 | 2011-05-03 | Instrumental climbing formwork for building vertical shaft/elevator shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110112447 CN102277958B (en) | 2011-05-03 | 2011-05-03 | Instrumental climbing formwork for building vertical shaft/elevator shaft |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102277958A true CN102277958A (en) | 2011-12-14 |
| CN102277958B CN102277958B (en) | 2013-08-21 |
Family
ID=45103655
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110112447 Expired - Fee Related CN102277958B (en) | 2011-05-03 | 2011-05-03 | Instrumental climbing formwork for building vertical shaft/elevator shaft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102277958B (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334583A (en) * | 2013-07-18 | 2013-10-02 | 中国华西企业有限公司 | Integrated core-tube inner mould base system |
| CN103635643A (en) * | 2012-06-11 | 2014-03-12 | 浙江省建工集团有限责任公司 | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure |
| CN104512788A (en) * | 2013-10-08 | 2015-04-15 | 张德崑 | Step-by-step hydraulic lift |
| CN104973487A (en) * | 2014-04-14 | 2015-10-14 | 张德崑 | Hydraulic mountain climbing elevator |
| CN105129582A (en) * | 2015-09-25 | 2015-12-09 | 东北大学 | Vertical mine wall climbing device |
| CN105217540A (en) * | 2015-10-14 | 2016-01-06 | 广州日滨科技发展有限公司 | The installation method of a kind of climbing elevator erecting device and elevator |
| CN109441090A (en) * | 2018-12-28 | 2019-03-08 | 重庆建工住宅建设有限公司 | A kind of entirety hoisting elevator well construction platform |
| CN113914597A (en) * | 2021-11-04 | 2022-01-11 | 中建三局四川建筑装备有限公司 | Hoistway self-climbing device |
| CN114016722A (en) * | 2021-11-26 | 2022-02-08 | 中建八局第二建设有限公司 | Bottom is from stereotyped elevator shaft operation platform of taking level protection |
| CN114059770A (en) * | 2021-09-02 | 2022-02-18 | 上海建工四建集团有限公司 | Construction method for underpinning of constructor goods elevator foundation |
| CN118162826A (en) * | 2024-05-09 | 2024-06-11 | 湖南高岭建设集团股份有限公司 | Welding set is used in building transformation |
| CN118162826B (en) * | 2024-05-09 | 2024-07-05 | 湖南高岭建设集团股份有限公司 | Welding set is used in building transformation |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08135245A (en) * | 1994-11-11 | 1996-05-28 | Mitsui Constr Co Ltd | Construction of case body |
| CA2260364A1 (en) * | 1999-01-27 | 2000-07-27 | Peter Vladikovic | Concrete form suspension system and method |
| EP1118735A1 (en) * | 2000-01-18 | 2001-07-25 | Hussor S.A. | Shuttering apparatus in composite material |
| CN2746058Y (en) * | 2004-09-24 | 2005-12-14 | 马永乐 | Tool type cylindrical form for alaptable to storey height changed |
| CN2918629Y (en) * | 2006-05-30 | 2007-07-04 | 马永乐 | Universal cartridge mould |
| CN101260736A (en) * | 2008-04-16 | 2008-09-10 | 马永乐 | Tools-type barrel formwork and following platform whole set device |
| CN201665996U (en) * | 2009-09-15 | 2010-12-08 | 马永乐 | Integrated unit of elevator-shaft drum framework and follow-up platform |
| CN201671326U (en) * | 2010-05-25 | 2010-12-15 | 马永乐 | Instrumental-type hydraulic self-climbing barrel framework |
| CN202157534U (en) * | 2011-05-03 | 2012-03-07 | 马永乐 | Tool type construction vertical shaft/elevator shaft climbing die holder |
-
2011
- 2011-05-03 CN CN 201110112447 patent/CN102277958B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08135245A (en) * | 1994-11-11 | 1996-05-28 | Mitsui Constr Co Ltd | Construction of case body |
| CA2260364A1 (en) * | 1999-01-27 | 2000-07-27 | Peter Vladikovic | Concrete form suspension system and method |
| EP1118735A1 (en) * | 2000-01-18 | 2001-07-25 | Hussor S.A. | Shuttering apparatus in composite material |
| CN2746058Y (en) * | 2004-09-24 | 2005-12-14 | 马永乐 | Tool type cylindrical form for alaptable to storey height changed |
| CN2918629Y (en) * | 2006-05-30 | 2007-07-04 | 马永乐 | Universal cartridge mould |
| CN101260736A (en) * | 2008-04-16 | 2008-09-10 | 马永乐 | Tools-type barrel formwork and following platform whole set device |
| CN201665996U (en) * | 2009-09-15 | 2010-12-08 | 马永乐 | Integrated unit of elevator-shaft drum framework and follow-up platform |
| CN201671326U (en) * | 2010-05-25 | 2010-12-15 | 马永乐 | Instrumental-type hydraulic self-climbing barrel framework |
| CN202157534U (en) * | 2011-05-03 | 2012-03-07 | 马永乐 | Tool type construction vertical shaft/elevator shaft climbing die holder |
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103635643A (en) * | 2012-06-11 | 2014-03-12 | 浙江省建工集团有限责任公司 | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure |
| CN103334583A (en) * | 2013-07-18 | 2013-10-02 | 中国华西企业有限公司 | Integrated core-tube inner mould base system |
| CN103334583B (en) * | 2013-07-18 | 2015-07-15 | 中国华西企业有限公司 | Integrated core-tube inner mould base system |
| CN104512788A (en) * | 2013-10-08 | 2015-04-15 | 张德崑 | Step-by-step hydraulic lift |
| CN104973487A (en) * | 2014-04-14 | 2015-10-14 | 张德崑 | Hydraulic mountain climbing elevator |
| CN105129582A (en) * | 2015-09-25 | 2015-12-09 | 东北大学 | Vertical mine wall climbing device |
| CN105217540A (en) * | 2015-10-14 | 2016-01-06 | 广州日滨科技发展有限公司 | The installation method of a kind of climbing elevator erecting device and elevator |
| CN105217540B (en) * | 2015-10-14 | 2018-04-03 | 日立楼宇技术（广州）有限公司 | A kind of installation method of climbing elevator erecting device and elevator |
| CN109441090A (en) * | 2018-12-28 | 2019-03-08 | 重庆建工住宅建设有限公司 | A kind of entirety hoisting elevator well construction platform |
| CN109441090B (en) * | 2018-12-28 | 2023-09-22 | 重庆建工住宅建设有限公司 | Integral lifting elevator shaft construction platform |
| CN114059770A (en) * | 2021-09-02 | 2022-02-18 | 上海建工四建集团有限公司 | Construction method for underpinning of constructor goods elevator foundation |
| CN114059770B (en) * | 2021-09-02 | 2023-08-08 | 上海建工四建集团有限公司 | Construction method for underpinning of construction worker goods elevator foundation |
| CN113914597A (en) * | 2021-11-04 | 2022-01-11 | 中建三局四川建筑装备有限公司 | Hoistway self-climbing device |
| CN114016722A (en) * | 2021-11-26 | 2022-02-08 | 中建八局第二建设有限公司 | Bottom is from stereotyped elevator shaft operation platform of taking level protection |
| CN114016722B (en) * | 2021-11-26 | 2022-12-06 | 中建八局第二建设有限公司 | Bottom is from stereotyped elevator shaft operation platform of taking level protection |
| CN118162826A (en) * | 2024-05-09 | 2024-06-11 | 湖南高岭建设集团股份有限公司 | Welding set is used in building transformation |
| CN118162826B (en) * | 2024-05-09 | 2024-07-05 | 湖南高岭建设集团股份有限公司 | Welding set is used in building transformation |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102277958B (en) | 2013-08-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102277958B (en) | Instrumental climbing formwork for building vertical shaft/elevator shaft | |
| CN202157534U (en) | Tool type construction vertical shaft/elevator shaft climbing die holder | |
| CN104564104B (en) | A kind of table system for tunnel-liner | |
| CN206625526U (en) | Saddle climbing type bilayer rectangle truss module plateform system | |
| CN212176541U (en) | Light-duty high-efficient construction that can have enough to meet need makes building equipment | |
| CN108118620B (en) | Integral self-climbing integrated platform for bridge tower construction and construction method thereof | |
| CN106703264A (en) | Indoor mechanical automation mounting method for super high-rise unit curtain walls | |
| CN109775625A (en) | A kind of adjustable multi-use architecture operation platform | |
| CN105926459A (en) | Bridge building steel frame equipment | |
| CN210712594U (en) | Culvert platform truck | |
| CN112112415A (en) | Floor building device and working method | |
| CN110468748A (en) | A kind of culvert trolley | |
| CN202850497U (en) | Hydraulic telescopic device used for elevator shaft mold | |
| CN113494175A (en) | Steel truss platform matched with skip layer construction and construction method | |
| CN107815971A (en) | High pier is from climbing liquid press to turn over molds system | |
| KR100475544B1 (en) | Wall form climbing system for constructing concrete wall of high-rise buldings | |
| CN2379090Y (en) | Multi-purpose miniature machine for cleaning windows | |
| CN108049316A (en) | Concrete high pier construction plate device | |
| CN114920187A (en) | A change device for circular inspection shaft lid of road | |
| CN109252456B (en) | Continuous rigid frame bridge box girder inner mold adjusting device based on hanging basket suspension casting process | |
| CN113445438A (en) | Large-section steel box girder installation and adjustment combined type supporting device | |
| CN206873409U (en) | The two-way small Traffic control system erecting device of gate lower shaft | |
| CN206781074U (en) | One kind is used for pattern block pattern tire-mold corresponding with side plate pattern | |
| CN217812250U (en) | Building bearing platform for outdoor building | |
| CN211283517U (en) | Lifting hoisting machine for elevator shaft construction |
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 | ||
| DD01 | Delivery of document by public notice |
Addressee: Ma Yongle Document name: Notification to Pay the Fees |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130821 Termination date: 20160503 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |