CN104295084A - Screw pin clamping plate joints, independent frame, independent mold frame and construction method of independent mold frame - Google Patents

Abstract

The invention provides screw pin clamping plate joints, an independent frame, an independent mold frame and a construction method of the independent mold frame. Each screw pin clamping plate joint is formed by combining a joint core, a clamping plate and a screw pin. The independent frame is a framework unit formed by combining and connecting four vertical rods, eight transverse rods and the four screw pin clamping plate joints or is a splicing framework formed by splicing two or more framework units. The independent mold frame comprises the independent frame, templates and positioning rods. According to the crew pin clamping plate joints, the independent frame, the independent mold frame and the construction method, general accessories are connected to form the plane frame or the stand, the purpose that an integrated mold frame device is formed by combining the frame serving as the mold and the stand serving as the body is achieved, and according to the concrete construction process characteristics, the integrated device is formed through combination and is constructed through big mechanization hoisting. The independent mold frame serves as an auxiliary construction circulation device and is simple, convenient and fast to use, flexible, practical and multiple in purpose and function, the overall process circulation construction of whole preassembling, carrying, hoisting, positioning, sizing, mold assembly, and demolding is finished in a mechanization mode, the carrying frequency is reduced, safe operation is achieved, the loss is avoided, economization and environmental protection are achieved, and precise construction is achieved.

Description

Key-bolt clamping plate joint, independent rack, independent die frame and construction method thereof

Technical field

The present invention relates to building structure construction equipment technology field, the construction method of particularly monolithic reinforced concrete structure construction equipment, and this equipment.

Background technology

Based on the building structure construction problem under current Chinese code of practice, especially structure of reinforced concrete problem, I am once in the patent of invention Z201310037930.x applied for " combo box mould, component frame mould, independent die frame structure and installation and removal method thereof ", have done a large amount of elaboration in Z201310037858.0 " combination palace lattice scaffold and installation and removal method thereof ", Z201310037922.5 " clamping plate joint, structural frame and mounting method thereof ".

At present, building lifting machine, concrete delivery machinery are constantly progressive, and subject matter and the contradiction of cast-in-place concrete structure construction concentrate on template, scaffold construction aspect mostly.Due to template, scaffold facility could not synchronized development, continue along in order to manual handling, mode that is in place, that connect, the mode that the template of thousands of compact board, block, bar, strip, scaffold circulation material are nested with eagle to be constructed, continue disposablely to build, the turnover of disposable dismounting loose mail, loose mail carrying, mode is built in high-altitude, thus cause a large amount of labour expenditure, spillage of material, duration consumption, cost consumption, also produce complicated quality problems and security incident.

The template that current specifications provides, the major requirement of scaffold are all the single performances to single-piece, as " how template requires ", and single-piece " how shelf bar requires ", " pitch requirements is how " etc.; These are scattered, unicity code requirement, cause that all construction materials are all simple starts with from simple function, as various " templates " that emerge in an endless stream, wood, bamboo, aluminium, mould multifarious, shape is strange, various " the shelf bars " that emerge in an endless stream, but at pipe or different tie point of burn-oning on pipe, along simple computation requirement, reach certain single intensity; Investigate most building site, " difficulty looks for a pole to be straight, and difficulty looks for one piece of plank to be flat, and difficulty looks for a frame to be accurate, and difficulty looks for a shelf to be steady, ".Carry out structure construction with these things, degree of difficulty is well imagined, construction quality is well imagined.The basic reason producing these problems is as follows:

1, template or falsework all design in the mode of manually building on station with loose mail, and are realize manual building, and must control its weight, this just cause construction plate, rod member light, soft, curved, stick up, fall apart, many, unrest.

2, the formation of various construction material lacks system organization, is difficult to form overall body block, and the more difficult body block mode that realizes has enough to meet the need.

3, the disposable turnover mode according to building-removing all adopted, causes and repeat tissue in a large number, repeat to build, repeat to remove, repeat loose, random, assorted, numerous, the heavy duplication of labour of carrying.

3, not using template and support as whole equipment Design, rod member specification is chaotic, form complicated, the existing shelf pipe based on pipe, also the formwork keel based on the lumps of wood is had, difficult general, inharmonious, very difficult tissue, the connection forming each other just standardization, realizes component sizing and structure location each other.

4, various object function logic principle is unclear, function mixes, mutually disturb, inharmonious mutually.

5, shelf pipe mainly considers its individual event support function and with manual operations, and 50mm pipe is when length as easy as rolling off a log distortion more than 2 meters, and bearing capacity sharply declines; The rod member span of support, step pitch, advance are strictly controlled, and must set up intensive net block space support and can meet concrete construction requirement for bearing capacity, installation workload is excessive.

6, falsework too much designs its vertical supporting function, and the effect of its lateral stability, location is difficult to realize, and forms the weak support body of side direction, is difficult to carry out construction location.

7, the setting up of falsework, chain could formation when setting up formation " chain frame " is only had to stablize support body, and form the shape of any frame unit of this chain support body, size is difficult to control, precision is not high, especially must arrange " bar of sweeping the floor ", interception construction passage, a this passage People's Bank of China, can not garage.

8, falsework only designs its support function, and difficulty plays other effect any, to build once, can only support once, and the mode of removing once is had enough to meet the need, and consumes work and duration in a large number.

9, in a jumble, node is too many for connector function singleness, formation, and safety is difficult to reliable control.

10, the mounting system based on pipe, is difficult to convenient realization and accurately locates with the square bar of template, convenient connection.

11, mounting system confeuses the parimary with secondary, and logic is unclear, effect is not clear, rabble, and node, pipe are too weak, unless you give your whole attention to it, can damage; And once a pipe or a destruction of a node, namely linksystem total collapse may be caused.

12, too pay attention to " plate " in template, and plate itself can not be shaped, and is more difficult to combination, also can not directly connect, plate, stupefied effect contradiction; Plank is blocked up to be removed then motionless, crosses thin then very easily warpage.

13, the plate of existing falsework system, stupefied, frame are difficult to coordinate, and shelf is based on circle, and stupefied son based on block, is difficult to the integrated equipment of organization formation with Fang Weizhu, plank.Hoke up, connect too many, connection fittings are extraordinary-looking, implement complicated, can only saw, follow closely, tie up, dig.

In recent years, though there is the single-piece technique improvement of template or scaffold, mostly could not from the principle of concrete construction, full process system carry out system, comprehensively, essence research.

Concrete structure construction is a complex techniques process, wherein template and support engineering, it is again a complicated system engineering, comprise that portion accessory makes, in place, concreting, maintenance, form removal, carrying, turnover, thousands of various portions accessory, more needs complicated organizational process, logical process, activities; And various process is different to the performance requirement of component parts, system must be carried out, dynamic design, technological design, machinery, assembling matching design could realize; This may not be high-tech technology, neither highly difficult technology, but must be system integration technology; So the Mold Base Design that can realize these functions is cross-cutting, interdisciplinary, even inter-trade systems.

Concrete structure builds construction object, may be summarized to be in essence " component sizing, structure location, integrated connection, build shaping ".Analyze from principle, realize the basic element of character of component sizing for " frame " instead of " plate "---what form " frame " is " side " instead of " circle "; The basic element of character realizing structure location is " frame " instead of " bar "---and " frame " of location can be provided should to be formed with " side ", the exactly construction form of current template and support, not yet to be formed with frame be mould, take frame as the formation logic of body, lack carrier, logic is unclear, function is chaotic, and technique mixes.

Trace to its source, address this problem, must find two " moulds ", one is stock mould, and one is positioning module; Taking mould as carrier---shaping system is with " frame " for carrier, and " location " system for carrier, organizes formation integration component rambling construction material with " frame "; Set up " with Fang Weiji ", " to put as core ", " with bar for line ", " with plate for face " " with frame for mould ", " with frame for body ", " being adjust with circle " logical relation, form assembling construction equipment; Especially form the construction equipment of mould, frame unification, Yin Li asks, and once the key link is grasped, every thing falls in place solves concrete construction problem.

Consult various data, investigate various equipment, analyze various engineering method, not yet find template, the rack construction change system that can adapt to large mechanization lifting at present, the mould bases change system of especially failing to find mould, frame to unify and construction method thereof.

Summary of the invention

The invention provides a kind of key-bolt clamping plate joint, independent rack, independent die frame and construction method thereof, solve the constructing technology problems such as exist in the form work engineering of existing building structure construction, scaffolding work, reinforced bar engineering scattered is built, work high above the ground, loose mail turnover, a dead lift, realization integral installation is standby, the mode of mechanized construction completes structure construction.

The technical solution adopted for the present invention to solve the technical problems is:

This key-bolt clamping plate joint, described key-bolt clamping plate joint is combined by joint core, clamping plate and key-bolt and forms;

Described joint core is square, nahlock or polygon mat; Joint core has screw;

Described key-bolt comprises circular pegs or the corner square pin with fillet, and key-bolt is rotated with in screw;

The upper and lower two ends of described key-bolt outstanding joint karyomorphism becomes pin connector;

Described clamping plate are made up of level board facing each other, the side of level board outstanding joint core around joint core, the level board side of comprising plate, plectane or polygonal panel; Offer core bore at clamping plate center, clamping plate are fixed on joint core with core bore; Clamping plate offer the connecting hole of corresponding flat four direction, forms plane connecting cleat.

Described joint core upper end, lower end or up and down two ends are with feeder head, feeder head cross section is quadrangle or polygon, wherein two on corresponding limit with external screw thread; The outwardly feeder head cross section of described joint core cross section, projection forms Ka Kan;

Described clamping plate are fixed on the feeder head of joint core with core bore, and are fixed by Ka Kan;

Feeder head has been rotated with joint core nut;

Described joint core, clamping plate are contacted with key-bolt, and form key-bolt clamping plate joint to save core fastening nuts.

Described joint core nut is dual-caliber nut, is rotated with on feeder head with heavy caliber hole, forms pin-and-hole, pass through or be rotated with key-bolt in small-diameter hole with small-diameter hole;

Or described joint core nut is made up of the nut of two different bores, and its Large diameter nut is rotated with on feeder head, and small-bore nut is rotated with on key-bolt.

Described pin connector offers locating hole or limit turns bayonet socket.

This with the independent rack of key-bolt clamping plate joint assembling, described independent rack saves by four vertical rods, eight cross bars, four key-bolt clamping plate be mutually the connected frame unit formed or the split framework be put together by two the above frame units;

The end of described vertical rod and cross bar is with connecting hole, and cross bar is fixed on the clamping plate of key-bolt clamping plate joint, and vertical rod is fixed on the key-bolt of key-bolt clamping plate joint;

Described vertical rod, cross bar save with key-bolt clamping plate and are connected with bolt or pin.

The key-bolt of described independent rack upper end or lower end, at independent rack upper end or lower end outstanding independent rack respectively, directly forms the elevating lever of independent rack.

With brace or oblique pull lock at least two opposite flanks of described independent rack;

When with brace, described brace is expansion link;

When locking with oblique pull, be fixed on the oblique pull lock of each side in pairs, one of them oblique pull lock is scale zip, and an oblique pull lock is flexible zip.

Described brace or oblique pull lock end with key-bolt clamping plate save and cross bar while be fixed together by bolt or pin.

Described independent rack and another organize independent rack upper and lower superimposed time, two groups of independent racks, with the upper and lower superimposed connection of same key-bolt, form lift adjustment independent rack.

The clamping plate of two key-bolt clamping plate joints that described independent rack is corresponding are up and down fastened with vertical zip, form vertical fastening drawknot independent rack; When described vertical zip is in series with the cross bar of independent rack simultaneously, form cross bar connecting pin.

Described independent rack is that 60mm*60mm standard square tube series is formed by cross section; Its Plays cut lengths series comprises 3000mm, 2400mm, 2100mm, 1800mm, 1500mm, 1200mm;

Or described independent rack be diameter by cross section is that 60mm standard round pipe series is formed; Its Plays cut lengths series comprises 2400mm, 2100mm, 1800mm, 1500mm, 1200mm.

This with the independent die frame of independent rack assembling, described independent die frame comprises independent rack, template and backstay;

Described backstay is slidably connected on the rod member of independent rack, forms slip backstay; Described template fixes on the securing lever, forms deciliter template.

Described template is made up of framed and panel combination; Described framed to comprise square tube framed, and offer connecting hole or be fixed with framed suspension member on framed, described template connects on the securing lever with framed suspension member;

Described framed on be fixed with panel; Described panel comprises thickness and ooze filter plate membrane within 1mm, is distributed with diafiltration hole oozing in filter plate membrane.

Described framed solid with pin with panel, fix formation and removably connect;

When described template is made up of two or more framed combinations, form gang form;

When described template is made up of the framed vertical cartel of two or more, form vertical cartel template.

Described template comprises formwork erection and flat-die;

Described formwork erection comprises wall member template, post component template, basic component template;

Described flat-die comprises board member template, beam template;

Corresponding, described independent die frame comprises formwork erection mould bases and flat-die mould bases.

Described backstay comprises double fastener bar, and this double fastener bar is with on the clamping cross bar at independent rack of bolt, vertical rod or key-bolt.

When being configured with reinforced component in described independent die frame, form reinforced components mould bases.

Described independent die frame is the prepackage mould bases of pre-assembled formation beyond station.

Described template comprises demoulding template and matched moulds template; Corresponding, described independent die frame comprises demolding mold frame and matched moulds mould bases;

Described Template Location forms demoulding template at de-molding position, is positioned at die-closed position and forms matched moulds template.

Described independent die frame is carrying mould bases or lifting mould bases;

The bottom of described independent die frame is equipped with carrying wheel, forms carrying mould bases;

Described carrying wheel is rotated with between two relatively on wheel bar, and wheel bar fixes on the clamping plate of key-bolt clamping plate joint;

Described independent die frame, when lifting, is also equipped with hoisting frame at independent die frame top, forms lifting mould bases.

Described independent die frame is positioning die carrier or sizing mould bases;

When described independent die frame is located on station, form positioning die carrier;

When the template on described independent die frame forms stock mould, form sizing mould bases.

Described independent die frame is operation mould bases;

When carrying out constructing operation on independent die frame, described independent die frame forms operation mould bases.

Described independent die frame is turnover mould bases;

When described independent die frame is a station carrying or when lifting to another station, form turnover mould bases.

Described independent die frame is made up of 60mm square tube series rod member, forms 60mm square tube frame;

Described independent die frame is made up of 60mm pipe series rod member, forms 60mm round tube frame;

Described serial rod member comprises:

(1) independent rack cross bar series, vertical rod pipe fitting series;

(2) the framed pipe fitting series of template;

(3) Template Location leverage row.

The construction method of this independent die frame, carries out structure construction using described independent die frame as revolving construction mould bases;

Wherein: a construction turn around time of described independent die frame is made up of following steps:

Step 1, on building, ground, form pre-assembled independent die frame, pre-assembled independent die frame comprises wherein one or more the composition independency mould bases of wall member mould bases, post component mould bases, board member mould bases, beam mould bases or basic component mould bases;

Step 2, independent die frame is carried to Hoisting Position;

Step 3, independent die frame lifted and is positioned on station 1;

Step 4, by location after independent die frame on Template Location at die-closed position;

Step 5, independent die frame is utilized to do operation mould bases concreting;

Step 6, when reaching demoulding requirement, independent die frame is utilized to do demoulding auxiliary frame, by the template demoulding and the molded component that slips away on independent die frame;

Step 7, utilize independent die frame to do carrying mould bases, independent die frame entirety is carried to Hoisting Position;

Step 8, independent die frame is utilized to do lifting mould bases, by independent die frame lifting on station 2;

Next construction turn around time is continued, until complete structure building after step 8.

The carrying of independent die frame in described step 2 and step 7:

Independent die frame adds carrying wheel and forms carrying mould bases;

The lifting of independent die frame in described step 2 and step 8:

At independent die frame top, configuration hoisting frame forms lifting mould bases.

Also arrangement of reinforcement is comprised: reinforced component is configured in pre-assembled independent die frame after described step 1.

Described independent die frame handling mode comprises following three kinds:

1, ground-station lifting: independent die frame is pre-assembled on ground---Integral lifting is on station 1.

2, station 1-station 2 lifts: by the independent die frame Integral lifting on station 1 on station 2.

3, station 1-station 2 pushes-lifts: the independent die frame on station 1 is pushed to Hoisting Position, and Integral lifting is on station 2.

Described independent die frame turnover mode comprises following two kinds:

1, have enough to meet the need with layer: when independent die frame is in same layer construction turnover, form same layer turnover mould bases; Comprise formwork erection mould bases;

2, spring layer turnover: when independent die frame has enough to meet the need construction between levels, forms spring layer turnover mould bases; Comprise formwork erection mould bases and flat-die mould bases.

Described independent die frame turnover mode also comprises the mode that formwork erection mould bases and flat-die mould bases independently have enough to meet the need.

Beneficial effect of the present invention is as follows:

The object of the invention is to the construction equipment designing a kind of mould, frame unification, realize following function simultaneously:

1, function is pre-installed---template, support engineering must be allowed to depart from station and to complete, just can avoid work high above the ground, ground or factory equipment could be utilized to construct.

2, function is carried---must realize the equipment entirety carrying assembled, to avoid repetition operation, peace is torn open repeatedly.

3, function is lifted---must can realize integral hoisting, complete building operations with mechanization.

4, shapping function---intensity, precision that reliable concrete is shaped must be provided, and can split flexibly, repeatedly have enough to meet the need.

5, positioning function---reliable positioning safeguards and operation must be provided to ensure for building structure construction.

6, all rotating functions---the efficient turnover of necessary energy achievement unit accessory.

7, the necessary generalization of general utility functions---key fitment, standardization, seriation.

8, machining functions---equipment department's accessory must facilitate Mechanized Processing, preferably realizes Precision Machining, accurate assembling with cold working, cold connected mode.

9, maintenance function---various portions accessory is relatively independent, avoids welding, avoids a breakage to involve other.

10, function is strained flexibly---the changeability, the requirement on flexibility that adapt to various structure and various component must be possessed.

11, standalone feature---must can the above-mentioned task of complete independently.

And design can reach the equipment of above-mentioned functions, my mentality of designing is:

1, to put as core: a kind of core node must be found, to put as core;

2, with a line: a kind of general pipe fitting must be found, with a line;

3, become frame with line: the multinomial combination realizing linear bar, dotted line becomes frame;

4, face is become with frame: only have frame could form face accurately, adult could be combined.

5, take frame as body: must find a kind of stable, sizing, independently support body is as equipment carrier!

For this reason, I devises a kind of core node, general rod member, plane frame or frame is connected to form by universal accessories, and realization is mould with frame, take frame as body, be combined to form overall mould bases equipment, according to the process characteristic of concrete construction, the integrated equipment of organization formation, utilizes large mechanization lifting construction.For this reason, I devise screw rod clamping plate joint and for clamping plate joint design template, support rod member series, realize mould bases stablize sizing drawknot series, for Template Location backstay series and framed series, formed one integrated mass, particularly sky become mould bases equip.

One, key-bolt clamping plate joint design advantage of the present invention is as follows:

1, isolated node: this is a kind of isolated node, need not weld a large amount of connector on rod member.

2, a bit multidirectional: conveniently to realize one six to even multidirectional connection.

3, general connection: guarantee that a support body node realizes general connection.

4, convenient connection: guarantee that rod member connects only needs hole, a bolt and realizes unlimited connection.

5, just cut with scissors combination: realize that cross bar is hinged, the firm connection of vertical rod, form firmer support body.

6, connect with core: realize rod member and connect with core, reliably carry.

7, a multipotency: clamping plate realize and to be multidirectionally hinged; Key-bolt realizes just connecting up and down, can realize lifting, again controlling rotary, and the core bar simultaneously forming clamping plate joint forms series connection clamping bar.Key-bolt can be circular pegs or the corner square pin with fillet, and corner adapts with the square pin profile of fillet and the shape of locating rack square bar, can prevent rod member from rotating after insertion.Circular pegs has locating hole, can realize fixing with rod member.Not only joint core nut is adjusting nut but also be hold-down nut.When screwing joint core nut, without the need to rotating screw bolt pin, the adjustment to rod member height can be realized, convenient, laborsaving.Joint core nut is connected by the feeder head of heavy caliber hole with joint core, simultaneously by clamping for the clamping plate Ka Kan saving core, without the need to welding, can complete assembling.

7, not welding: do not need welding, only needs key-bolt series winding fastening nuts to form composite member.

8, firm durable: cold working spare and accessory parts, cold connecting assembly form strong and reliable node; The structure of each accessory, combination, bolt clip solid become firm, durable node.

9, Precision Machining: all accessory machinery, cold working can be formed precision, accurately standard component, and form composite member with bolton, and assembling process does not need the coarse techniques such as any welding, casting.

10, flexible modulation: the up-down adjustment conveniently realizing node, the level of rod member adds.

11, be convenient to change: each accessory all can be changed flexibly, avoids a breakage to involve other.

12, convenient and practical: can rapid-assembling is various shelves soon.

13, shape is graceful: accessory shape is graceful, and combined shaped is graceful, and node shape is graceful.

14, safe and reliable: machined piece, in the mode of mechanical connection, forms safe and reliable separate connection.

Two, independent rack design advantage of the present invention is as follows:

1, accurately accurate: machine node+machine rod member, avoid welding, accessory is accurate, and shape is accurate.

2, more stable and stronger: can provide strong support force, has and can provide reliable lateral force, forms strong and reliable shaping rack.

3, mechanics is clear: form rod member stressed clear, task-aware, just cuts with scissors combination, avoids moment of flexure, convenient connection, is convenient to check.

4, easy to assembly: several pin rod, one multiplex, a bit multi-joint, fast and easy is assembled.

5, in many ways carry: i.e. allowable stress, also can bear pulling force, can side force be born again.

6, a frame is multiplex: self can be bracing frame, steady rest, shaping rack, locating rack, namely additional wheel becomes barrow, and namely supplementary frame becomes mast-up.

7, convenient configuration: square tube is formed, and is convenient to clamping, and clamping plate connect, and are convenient to add.

8, lifting is convenient: key-bolt stable flexibly forms elevating lever simultaneously, and more existing scaffold can provide larger lifting space, and the lifting realized in indoor is transported.

9, flexible combination: adjusting rod is long, can assemble all size support body, and what be convenient to realize multiple framework metadata is combined to form combined bay simultaneously, can realize two upper and lower superimposed adjusting brackets of framework metadata.

10, fastening stable: to form support body with bolton, do not rock compared with any existing scaffold.

11, assemble in advance: realize assembling in advance, independent shaping, independently working, Integral lifting, overall turnover, Long-Time Service.

12, point-line-surface angle: square tube is formed, point-line-surface angle, accurately clear, sizing, location, convenient operation.

13, pipe fitting is general: 60mm square tube, and standard is processed, and scale length is anyhow general.

14, circumference combination: with Fang Weiji, regulates with circle, circumference combination, and line face is clear, and it is convenient to regulate.

15, standalone feature a: framework metadata can realize repertoire without the need to chain, and multiple framework metadata facilitates integrated outfit.

Three, the design advantage of independent die frame of the present invention is as follows:

1, sizing location: more than one piece normalizing, mould, frame one, function is synthesized, and collection zero is whole, independent success.

2, be body with frame: be mould with frame, take frame as body, independent die frame, standalone feature, clear logic.

6, fastening location: with fastening bolt sizing location, stable, accurate, firm, safety.The stability that this mould bases has it solid compared with existing any scaffold, is " not stirring a finger ".

7, reliably carry: the form frame system taking 60mm square tube as basic rod member, every supporting capacity is far longer than conventional rack pipe, constructs for general multi-rise building, calculates without the need to a frame one, at the mould bases body block of 2400mm-3000mm, can guarantee construction stability.

8, height freely: realize the adjustable height meeting carrying, under being convenient to that whole height is down to beam, realizes overall carrying.This mould bases lifter rod lifting scope can reach 1000mm, is enough to satisfied indoor carrying and construction load bearing requirements.Especially realize mould bases lifting combination, meet high mould and install.

9, deciliter template: template deciliter, location of sliding, be beneficial to reinforcement construction and connect, convenient lifting and constructing operation.

3, assemble in advance: template scaffolding work is transferred to Ground Operation by work high above the ground.

4, omnidistance turnover: with the turnover of integrated mould bases entirety, avoid repeating mounting or dismounting.

10, installation accuracy: also form construction location formation two precision guarantee, one be fixing of the forming frame precision guarantee, one be Template Location precision guarantee, realize structure positioning precision to grade.

11, speed is separated: different according to concrete construction operation, and the form removal time limit is different, forms two cover turnover mould bases.

12, have enough to meet the need respectively: morning of formwork erection dress and turnover fast, one is that the evening clothing of flat-die has enough to meet the need at a slow speed, accelerates turnover utilization rate, makes the more general template scaffold of the service efficiency of mould bases exceed 3-4 doubly.

13, handling combines: conventional template Construction Formwork & Scaffold Technology, and turnover carrying, repeats peace and tear open and occupy a large amount of duration, consumes and works in a large number.The design that this technology is combined by handling, almost can avoid more than 90% carrying work.

14, system: this mould bases especially mechanical major technique improvement to the realm of building construction, with the simplest Integration ofTechnology, to be formed flexibly, convenient, practical system.Almost the function of each component has comprehensive, integration, systematicness.

15, universal design: accomplish a kind of rod member of a node, a kind of zip of a kind of bolt, spare and accessory parts are fewer but better, simple rule, general at whole mould bases.Especially accomplish horizontal, vertical general, mould, frame are general, a cross-species transferability, the service efficiency of accessory can be improved 3 times.

16, clamping location: the mould bases equipment based on square tube, point-line-surface body, clear, combined and instant is flexible, is especially convenient to clamping location, accurately convenient.

17, limit rim is beaten: synchronous construction, raises the efficiency, and increases precision, has enough to meet the need fast.

Accompanying drawing explanation

Below in conjunction with drawings and Examples, the present invention is further described.

Fig. 1 is the structural representation of key-bolt clamping plate joint.

Fig. 2 be key-bolt clamping plate joint key-bolt on connect the schematic diagram of positioning bolt.

Fig. 3 is the structural representation of joint core.

Fig. 4 is the structural representation of clamping plate.

Fig. 5 is the structural representation of circular pegs.

Fig. 6 is the structural representation of corner with the square pin of fillet.

Fig. 7 is the structural representation of independent rack.

Fig. 8 is the structural representation of lift adjustment independent rack.

Fig. 9 is the assembly drawing one of beams and slabs composition independency mould bases.

Figure 10 is the assembly drawing two of beams and slabs composition independency mould bases.

Figure 11 is the assembly drawing three of beams and slabs composition independency mould bases.

Figure 12 be basic component template inside independent rack time, the assembly drawing of basic component mould bases.

Figure 13 be basic component template outside independent rack time, the assembly drawing of basic component mould bases.

Figure 14 is the assembly drawing of wall member mould bases.

Figure 15 be post component template inside independent rack time, the assembly drawing one of post component mould bases.

Figure 16 be post component template inside independent rack time, the assembly drawing two of post component mould bases.

Figure 17 be post component template outside independent rack time, the assembly drawing one of post component mould bases.

Figure 18 be post component template outside independent rack time, the assembly drawing two of post component mould bases.

Figure 19 be post component template outside independent rack time, the assembly drawing three of post component mould bases.

Figure 20 is the schematic diagram that post component dies top of the trellis adds hoisting frame integral hoisting.

Figure 21 is the structural representation of hoisting frame.

Figure 22 is shaping column component demoulding figure.

Figure 23 is the structural representation of formwork erection backstay.

Figure 24 is the plane turnover figure of post component mould bases construction.

Figure 25 is the structural representation with key-bolt clamping plate joint during feeder head on joint core.

Figure 26 be key-bolt clamping plate joint screw rod on connect the schematic diagram of positioning bolt.

Figure 27 is the assembly drawing with key-bolt clamping plate joint during feeder head on joint core.

Figure 28 be key-bolt clamping plate joint joint core on the structural representation of independent rack during feeder head.

Figure 29 be key-bolt clamping plate joint joint core on the structural representation of lift adjustment independent rack during feeder head.

Figure 30 is the structural representation of vertical fastening drawknot independent rack.

Figure 31 is the node enlarged drawing of vertical fastening drawknot independent rack.

Reference numeral: 1-key-bolt clamping plate save, 1.1-saves core, 1.2-clamping plate, 1.3-key-bolt, 1.4-screw, 1.5-locating hole, 1.6-connecting hole, 1.7-positioning bolt, 1.8-feeder head, 1.9-saves core nut, 1.91-heavy caliber hole, 1.92-small-diameter hole, 1.10-Ka Kan, 2-vertical rod, 3-cross bar, 4-pin, 5-scale zip, 6-stretches zip, the vertical zip of 7-, 8-backstay, 8.1-locating hole, 9-wall member template, 10-post component template, 11-board member template, 12-beam template, 13-basic component template, 14-hoisting frame, the framed suspension member of 15-, 16-reinforced component, 17-positioning bolt, 18-takes turns bar, 19-carries wheel, the shaping reinforced concrete post of 20-, 21-post component mould bases, 22-steel concrete column joint.

Detailed description of the invention

Embodiment 1 is see shown in Fig. 1-5, and this key-bolt clamping plate joint, described key-bolt clamping plate joint 1 is combined by joint core 1.1, clamping plate 1.2 and key-bolt 1.3 and forms.

Described joint core 1.1 is square, nahlock or polygon mat; Joint core has screw 1.4.

Described key-bolt 1.3 is circular pegs, and key-bolt 1.3 is rotated with in screw 1.4.

Described key-bolt about 1.3 two ends outstanding joint core 1.1 forms pin connector; Described pin connector can offer locating hole 1.5 or limit and turn bayonet socket.

Described clamping plate 1.2 are made up of level board facing each other, the side of level board outstanding joint core 1.1 around joint core, the level board side of comprising plate, plectane or polygonal panel; Offer core bore at clamping plate center, clamping plate 1.2 are fixed on joint core 1.1 with core bore; Clamping plate 1.2 offer the connecting hole 1.6 of corresponding flat four direction, forms plane connecting cleat.

Embodiment 2 see shown in Fig. 6, Figure 25-27, as different from Example 1, joint core 1.1 upper end of embodiment 2, lower end or two ends are with feeder head 1.8 up and down, feeder head cross section is quadrangle or polygon, wherein two on corresponding limit with external screw thread; Described joint core 1.1 cross section outwardly feeder head 1.8 cross section, projection forms card bank 1.10.

Described clamping plate 1.2 are fixed on the feeder head 1.8 of joint core with core bore, and are fixed by card bank 1.10.

Feeder head 1.8 has been rotated with joint core nut 1.9.

Described joint core 1.1, clamping plate 1.2 are contacted with key-bolt 1.3, and to save core nut 1.9 fastening formation key-bolt clamping plate joint.

Described joint core nut 1.9 is dual-caliber nut, is rotated with on feeder head 1.8, forms pin-and-hole with small-diameter hole 1.92, pass through or be rotated with key-bolt 1.3 in small-diameter hole 1.92 with heavy caliber hole 1.91.Joint core nut 1.9 also can be made up of the nut of two different bores, and its Large diameter nut is rotated with on feeder head 1.8, and small-bore nut is rotated with on key-bolt 1.3.

Shown in Fig. 6, Figure 25, described key-bolt 1.3 is circular pegs or the corner square pin with fillet.

Shown in Fig. 7, Figure 28, described independent rack saves 1 by four vertical rods, 2, eight cross bars, 3, four key-bolt clamping plate to be mutually connected the frame unit formed or the split framework be put together by two the above frame units.

The end of described vertical rod 2 and cross bar 3 is with connecting hole, and cross bar 3 is fixed on the clamping plate 1.2 of key-bolt clamping plate joint 1, and vertical rod 2 is fixed on the key-bolt 1.3 of key-bolt clamping plate joint 1.

Described vertical rod 2, cross bar 3 save 1 with key-bolt clamping plate and are connected with bolt or pin 4.

The key-bolt 1.3 of described independent rack upper end or lower end, at independent rack upper end or lower end outstanding independent rack respectively, directly forms the elevating lever of independent rack.

With brace or oblique pull lock at least two opposite flanks of described independent rack.

When with brace, described brace is expansion link.

When locking with oblique pull, be fixed on the oblique pull lock of each side in pairs, it is flexible zip 6 that one of them oblique pull lock is locked for scale zip 5, one oblique pull.

The end of described brace or oblique pull lock and key-bolt clamping plate are fixed together by bolt or pin 4 while of saving 1 and cross bar 3.

Described independent rack is that 60mm*60mm standard square tube series is formed by cross section; Its Plays cut lengths series comprises 3000mm, 2400mm, 2100mm, 1800mm, 1500mm, 1200mm.

Or described independent rack be diameter by cross section is that 60mm standard round pipe series is formed; Its Plays cut lengths series comprises 2400mm, 2100mm, 1800mm, 1500mm, 1200mm.

Shown in Fig. 8, Figure 29, described independent rack and another organize independent rack upper and lower superimposed time, two groups of independent racks, with the superimposed connection of same key-bolt about 1.3, form lift adjustment independent rack.

Shown in Figure 30,31, the clamping plate 1.2 of two key-bolt clamping plate joints 1 that described independent rack is corresponding are up and down fastened with vertical zip 7, form vertical fastening drawknot independent rack; When described vertical zip 7 is in series with the cross bar 3 of independent rack simultaneously, form cross bar connecting pin.

Shown in Fig. 9-23, described independent die frame comprises independent rack, template and backstay 8.Described backstay 8 is slidably connected on the rod member of independent rack, forms slip backstay; Described template fixes on the securing lever, forms deciliter template.

Described backstay 8 comprises double fastener bar, and this double fastener bar is with on the clamping cross bar 3 at independent rack of bolt, vertical rod 2 or key-bolt 1.3.

Described independent die frame can be made up of 60mm square tube series rod member, forms 60mm square tube frame.

Described independent die frame can be made up of 60mm pipe series rod member, forms 60mm round tube frame.

Described serial rod member comprises:

(1) independent rack cross bar series, vertical rod pipe fitting series;

(2) the framed pipe fitting series of template;

(3) Template Location leverage row.

Shown in Figure 10-20, described template is made up of framed and panel combination; Described framed to comprise square tube framed, and offer connecting hole or be fixed with framed suspension member 15 on framed, described template is connected on backstay 8 with framed suspension member.

Described framed on be fixed with panel; Described panel comprises thickness and ooze filter plate membrane within 1mm, is distributed with diafiltration hole oozing in filter plate membrane.

Described framed solid with pin with panel, fix formation and removably connect.

When described template is made up of two or more framed combinations, form gang form.

When described template is made up of the framed vertical cartel of two or more, form vertical cartel template.

Described template comprises formwork erection and flat-die.

Described formwork erection comprises wall member template 9, post component template 10, basic component template 13.

Described flat-die comprises board member template 11, beam template 12.

Corresponding, described independent die frame comprises formwork erection mould bases and flat-die mould bases.

Shown in Fig. 9-11, described independent die frame is beams and slabs composition independency mould bases.Described board member template 11, beam template 12 are configured on the backstay 8 at independent rack top.Backstay 8 slides up and down and is connected on key-bolt 1.3.

Shown in Figure 12,13, component mould bases based on described independent die frame, basic component template 13 is positioned at inside independent rack or outside.Described basic component template 13 is configured on the backstay 8 of independent rack bottom.Backstay 8 is double fastener bar, and double fastener bar is with in the clamping cross bar 3 at independent rack of bolt or vertical rod 2.

Shown in Figure 14, described independent die frame is wall member mould bases, and described wall member component template 9 is configured on backstay 8.Backstay 8 is square bar, and square bar is slidably connected on the cross bar 3 of independent rack.

Shown in Figure 15-20, described independent die frame is post component mould bases, and post component template 10 is configured on backstay 8.Described backstay 8 is double fastener bar, and this double fastener bar is clamping on the cross bar 3 of independent rack with bolt.

Shown in Fig. 9, Figure 10, the bottom of described independent die frame is equipped with carrying wheel 19, forms carrying mould bases.Described carrying wheel 19 is rotated with between two relatively on wheel bar 18, and wheel bar fixes on the clamping plate 1.2 of key-bolt clamping plate joint.

Shown in Fig. 9-14, described independent die frame is the prepackage mould bases of pre-assembled formation beyond station.

Shown in Figure 15-20, when being configured with reinforced component 16 in described independent die frame, form reinforced components mould bases.

Shown in Figure 15, described Template Location forms demoulding template at de-molding position, and described independent die frame is demolding mold frame.

Shown in Figure 16, described Template Location forms matched moulds template at die-closed position, and described independent die frame is matched moulds mould bases.

Shown in Figure 18, when described independent die frame is located on station, form positioning die carrier.

Shown in Figure 19, when the template on described independent die frame forms stock mould, form sizing mould bases.

Shown in Figure 20-22, described independent die frame, when lifting, is also equipped with hoisting frame 14 at independent die frame top, forms lifting mould bases.

Ginseng as shown in Figure 23, when described backstay 8 is square bar, square bar is provided with locating hole 8.1 according to spaced.

As shown in Figure 24, when carrying out constructing operation on independent die frame, described independent die frame forms operation mould bases to ginseng.When described independent die frame is a station carrying or when lifting to another station, form turnover mould bases.

Shown in Figure 17-24, the construction method of this independent die frame, carries out structure construction using described independent die frame as revolving construction mould bases.

Wherein: a construction turn around time of described independent die frame is made up of following steps:

Step 1, on building, ground, form pre-assembled independent die frame, pre-assembled independent die frame comprises wherein one or more the composition independency mould bases of wall member mould bases, post component mould bases, board member mould bases, beam mould bases or basic component mould bases;

Step 2, independent die frame is carried to Hoisting Position;

Step 3, independent die frame lifted and is positioned on station 1;

Step 4, by location after independent die frame on Template Location at die-closed position;

Step 5, independent die frame is utilized to do operation mould bases concreting;

Step 6, when reaching demoulding requirement, independent die frame is utilized to do demoulding auxiliary frame, by the template demoulding and the molded component that slips away on independent die frame;

Step 7, utilize independent die frame to do carrying mould bases, independent die frame entirety is carried to Hoisting Position;

Step 8, independent die frame is utilized to do lifting mould bases, by independent die frame lifting on station 2;

Next construction turn around time is continued, until complete structure building after step 8.

The carrying of independent die frame in described step 2 and step 7: add carrying wheel 19 and form carrying mould bases on independent die frame.

The lifting of independent die frame in described step 2 and step 8: configuration hoisting frame 14 forms lifting mould bases at independent die frame top.

Also arrangement of reinforcement is comprised: reinforced component 16 is configured in pre-assembled independent die frame after described step 1.

Described independent die frame handling mode comprises following three kinds:

1, ground-station lifting: independent die frame is pre-assembled on ground---Integral lifting is on station 1.

2, station 1-station 2 lifts: by the independent die frame Integral lifting on station 1 on station 2.

3, station 1-station 2 pushes-lifts: the independent die frame on station 1 is pushed to Hoisting Position, and Integral lifting is on station 2.

Described independent die frame turnover mode comprises following two kinds:

1, have enough to meet the need with layer: when independent die frame is in same layer construction turnover, form same layer turnover mould bases; Comprise formwork erection mould bases.

2, spring layer turnover: when independent die frame has enough to meet the need construction between levels, forms spring layer turnover mould bases; Comprise formwork erection mould bases and flat-die mould bases.

Described independent die frame turnover mode also comprises the mode that formwork erection mould bases and flat-die mould bases independently have enough to meet the need.

Claims (30)

1. a key-bolt clamping plate joint, is characterized in that:

Described key-bolt clamping plate joint (1) are combined by joint core (1.1), clamping plate (1.2) and key-bolt (1.3) and are formed;

Described joint core (1.1) is square, nahlock or polygon mat; Joint core has screw (1.4);

Described key-bolt (1.3) comprises circular pegs or the corner square pin with fillet, and key-bolt (1.3) is rotated with in screw (1.4);

Described key-bolt (1.3) up and down two ends outstanding joint core (1.1) forms pin connector;

Described clamping plate (1.2) are made up of level board facing each other, the side of level board outstanding joint core (1.1) around joint core, the level board side of comprising plate, plectane or polygonal panel; Offer core bore at clamping plate center, clamping plate (1.2) are fixed on joint core (1.1) with core bore; Clamping plate (1.2) offer the connecting hole (1.6) of corresponding flat four direction, forms plane connecting cleat.

2. key-bolt clamping plate joint as claimed in claim 1, is characterized in that:

Described joint core (1.1) upper end, lower end or up and down two ends are with feeder head (1.8), feeder head cross section is quadrangle or polygon, wherein two on corresponding limit with external screw thread; Described joint core (1.1) cross section outwardly feeder head (1.8) cross section, projection forms Ka Kan (1.10);

Described clamping plate (1.2) are fixed on the feeder head (1.8) of joint core with core bore, and are fixed by Ka Kan (1.10); Feeder head (1.8) has been rotated with joint core nut (1.9);

Described joint core (1.1), clamping plate (1.2) with key-bolt (1.3) series winding, and are saved to save core nut (1.9) fastening formation key-bolt clamping plate.

3. key-bolt clamping plate joint as claimed in claim 2, is characterized in that:

Described joint core nut (1.9) is dual-caliber nut, be rotated with on feeder head (1.8) with heavy caliber hole (1.91), form pin-and-hole with small-diameter hole (1.92), in small-diameter hole (1.92), pass through or be rotated with key-bolt (1.3);

Or described joint core nut (1.9) is made up of the nut of two different bores, its Large diameter nut is rotated with on feeder head (1.8), and small-bore nut is rotated with on key-bolt (1.3).

4. key-bolt clamping plate joint as claimed in claim 1, is characterized in that:

Described pin connector offers locating hole (1.5) or limit and turn bayonet socket.

5., with an independent rack for the key-bolt clamping plate joint assembling described in Claims 1 to 4 any one, it is characterized in that:

Described independent rack saves (1) by four vertical rods (2), eight cross bars (3), four key-bolt clamping plate to be mutually connected the frame unit formed or the split framework be put together by two the above frame units;

The end of described vertical rod (2) and cross bar (3) is with connecting hole, cross bar (3) is fixed on the clamping plate (1.2) of key-bolt clamping plate joint (1), and vertical rod (2) is fixed on the key-bolt (1.3) of key-bolt clamping plate joint (1);

Described vertical rod (2), cross bar (3) save (1) and are connected with bolt or pin (4) with key-bolt clamping plate.

6. independent rack as claimed in claim 5, is characterized in that:

The key-bolt (1.3) of described independent rack upper end or lower end, at independent rack upper end or lower end outstanding independent rack respectively, directly forms the elevating lever of independent rack.

7. independent rack as claimed in claim 5, is characterized in that:

With brace or oblique pull lock at least two opposite flanks of described independent rack;

When with brace, described brace is expansion link;

When locking with oblique pull, be fixed on the oblique pull lock of each side in pairs, one of them oblique pull lock is scale zip (5), and an oblique pull lock is flexible zip (6).

8. independent rack as claimed in claim 7, is characterized in that:

The end of described brace or oblique pull lock and key-bolt clamping plate save (1) and cross bar (3) is fixed together by bolt or pin (4) simultaneously.

9. independent rack as claimed in claim 5, is characterized in that:

Described independent rack and another organize independent rack upper and lower superimposed time, two groups of independent racks, with the upper and lower superimposed connection of same key-bolt (1.3), form lift adjustment independent rack.

10. independent rack as claimed in claim 5, is characterized in that:

The clamping plate (1.2) of two key-bolt clamping plate joint (1) that described independent rack is corresponding are up and down fastened with vertical zip (7), form vertical fastening drawknot independent rack; When described vertical zip (7) is in series with cross bar (3) of independent rack simultaneously, form cross bar connecting pin.

11. independent rack as claimed in claim 5, is characterized in that:

Described independent rack is that 60mm*60mm standard square tube series is formed by cross section; Its Plays cut lengths series comprises 3000mm, 2400mm, 2100mm, 1800mm, 1500mm, 1200mm;

Or described independent rack be diameter by cross section is that 60mm standard round pipe series is formed; Its Plays cut lengths series comprises 2400mm, 2100mm, 1800mm, 1500mm, 1200mm.

12. 1 kinds of independent die frames assembled with the independent rack of claim 5, is characterized in that:

Described independent die frame comprises independent rack, template and backstay (8);

Described backstay (8) is slidably connected on the rod member of independent rack, forms slip backstay; Described template fixes on the securing lever, forms deciliter template.

13. independent die frames as claimed in claim 12, is characterized in that:

Described template is made up of framed and panel combination; Described framed to comprise square tube framed, and offer connecting hole or be fixed with framed suspension member (15) on framed, described template is connected on backstay (8) with framed suspension member;

Described framed on be fixed with panel; Described panel comprises thickness and ooze filter plate membrane within 1mm, is distributed with diafiltration hole oozing in filter plate membrane.

14. independent die frames as claimed in claim 13, is characterized in that:

Described framed solid with pin with panel, fix formation and removably connect;

When described template is made up of two or more framed combinations, form gang form;

When described template is made up of the framed vertical cartel of two or more, form vertical cartel template.

15. independent die frames as claimed in claim 12, is characterized in that:

Described template comprises formwork erection and flat-die;

Described formwork erection comprises wall member template (9), post component template (10), basic component template (13);

Described flat-die comprises board member template (11), beam template (12);

Corresponding, described independent die frame comprises formwork erection mould bases and flat-die mould bases.

16. independent die frames as claimed in claim 12, is characterized in that:

Described backstay (8) comprises double fastener bar, and this double fastener bar is with on the clamping cross bar at independent rack of bolt (3), vertical rod (2) or key-bolt (1.3).

17. independent die frames as claimed in claim 12, is characterized in that:

When being configured with reinforced component (16) in described independent die frame, form reinforced components mould bases.

18. independent die frames as claimed in claim 12, is characterized in that:

Described independent die frame is the prepackage mould bases of pre-assembled formation beyond station.

19. independent die frames as claimed in claim 12, is characterized in that:

Described template comprises demoulding template and matched moulds template; Corresponding, described independent die frame comprises demolding mold frame and matched moulds mould bases;

Described Template Location forms demoulding template at de-molding position, is positioned at die-closed position and forms matched moulds template.

20. independent die frames as claimed in claim 12, is characterized in that:

Described independent die frame is carrying mould bases or lifting mould bases;

The bottom of described independent die frame is equipped with carrying wheel (19), forms carrying mould bases;

Described carrying wheel (19) is rotated with between two relatively on wheel bar (18), and wheel bar fixes on the clamping plate (1.2) of key-bolt clamping plate joint;

Described independent die frame, when lifting, is also equipped with hoisting frame (14) at independent die frame top, form lifting mould bases.

21. independent die frames as claimed in claim 12, is characterized in that:

Described independent die frame is positioning die carrier or sizing mould bases;

When described independent die frame is located on station, form positioning die carrier;

When the template on described independent die frame forms stock mould, form sizing mould bases.

22. independent die frames as claimed in claim 12, is characterized in that:

Described independent die frame is operation mould bases;

When carrying out constructing operation on independent die frame, described independent die frame forms operation mould bases.

23. independent die frames as claimed in claim 12, is characterized in that:

Described independent die frame is turnover mould bases;

When described independent die frame is a station carrying or when lifting to another station, form turnover mould bases.

24. independent die frames as claimed in claim 12, is characterized in that:

Described independent die frame is made up of 60mm square tube series rod member, forms 60mm square tube frame;

Described independent die frame is made up of 60mm pipe series rod member, forms 60mm round tube frame;

Described serial rod member comprises:

(1) independent rack cross bar series, vertical rod pipe fitting series;

(2) the framed pipe fitting series of template;

(3) Template Location leverage row.

The construction method of 25. 1 kinds of independent die frames as claimed in claim 12, is characterized in that:

Described independent die frame is carried out structure construction as revolving construction mould bases;

Wherein: a construction turn around time of described independent die frame is made up of following steps:

Step 1, on building, ground, form pre-assembled independent die frame, pre-assembled independent die frame comprises wherein one or more the composition independency mould bases of wall member mould bases, post component mould bases, board member mould bases, beam mould bases or basic component mould bases;

Step 2, independent die frame is carried to Hoisting Position;

Step 3, independent die frame lifted and is positioned on station 1;

Step 4, by location after independent die frame on Template Location at die-closed position;

Step 5, independent die frame is utilized to do operation mould bases concreting;

Step 6, when reaching demoulding requirement, independent die frame is utilized to do demoulding auxiliary frame, by the template demoulding and the molded component that slips away on independent die frame;

Step 7, utilize independent die frame to do carrying mould bases, independent die frame entirety is carried to Hoisting Position;

Step 8, independent die frame is utilized to do lifting mould bases, by independent die frame lifting on station 2;

Next construction turn around time is continued, until complete structure building after step 8.

The construction method of 26. independent die frames as claimed in claim 25, is characterized in that:

The carrying of independent die frame in described step 2 and step 7:

Independent die frame adds carrying wheel (19) and forms carrying mould bases;

The lifting of independent die frame in described step 2 and step 8:

Lifting mould bases is formed at independent die frame top configuration hoisting frame (14).

The construction method of 27. independent die frames as claimed in claim 25, is characterized in that:

Also arrangement of reinforcement is comprised: reinforced component (16) is configured in pre-assembled independent die frame after described step 1.

The construction method of 28. independent die frames as claimed in claim 25, is characterized in that:

Described independent die frame handling mode comprises following three kinds:

1, ground-station lifting: independent die frame is pre-assembled on ground---Integral lifting is on station 1;

2, station 1-station 2 lifts: by the independent die frame Integral lifting on station 1 on station 2;

3, station 1-station 2 pushes-lifts: the independent die frame on station 1 is pushed to Hoisting Position, and Integral lifting is on station 2.

The construction method of 29. independent die frames as claimed in claim 25, is characterized in that:

Described independent die frame turnover mode comprises following two kinds:

1, have enough to meet the need with layer: when independent die frame is in same layer construction turnover, form same layer turnover mould bases; Comprise formwork erection mould bases;

2, spring layer turnover: when independent die frame has enough to meet the need construction between levels, forms spring layer turnover mould bases; Comprise formwork erection mould bases and flat-die mould bases.

The construction method of 30. independent die frames as claimed in claim 25, is characterized in that:

Described independent die frame turnover mode also comprises the mode that formwork erection mould bases and flat-die mould bases independently have enough to meet the need.