CN107363986A - Integrated mobile locking device and wall body module process equipment - Google Patents

Integrated mobile locking device and wall body module process equipment Download PDF

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Publication number
CN107363986A
CN107363986A CN201710672491.8A CN201710672491A CN107363986A CN 107363986 A CN107363986 A CN 107363986A CN 201710672491 A CN201710672491 A CN 201710672491A CN 107363986 A CN107363986 A CN 107363986A
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China
Prior art keywords
template
module
hollow wall
vibrating head
cross beam
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CN201710672491.8A
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CN107363986B (en
Inventor
赵光林
赵卫强
赵纪国
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/04Producing shaped prefabricated articles from the material by tamping or ramming
    • B28B1/045Producing shaped prefabricated articles from the material by tamping or ramming combined with vibrating or jolting
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0002Auxiliary parts or elements of the mould
    • B28B7/0014Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/16Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
    • B28B7/18Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article
    • B28B7/183Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article for building blocks or similar block-shaped objects

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  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

The present invention provides a kind of hollow wall module process equipment, and the hollow wall module production equipment includes horizontal guide rail and the sliding bottom slid along, the template that can exit or be locked in operating position is connected on sliding bottom;The horizontal guide rail both sides set guide upright post, and the guide upright post is provided with the moved cross beam slided up and down along it, the multiple square vibrating heads being arranged side by side vertically are connected on the moved cross beam;Module present position to be processed is corresponding after the installation site of the square vibrating head is slided into immediately below vibrating head with sliding bottom.The present invention improves the production efficiency and product quality of hollow wall module, and final realize reaches reduction pollution, the purpose of energy-saving and emission-reduction;Reach the requirement for exempting from built in construction, exempting from formwork, exempting from rendering.

Description

Integrated mobile locking device and wall body module process equipment
The present invention is that patent name is " a kind of hollow wall module production equipment ", application number:201410048792.X Shen Please day:2014.2.12 patent of invention divisional application.
Technical field
Hollow wall module and the building using the hollow wall module are produced the present invention relates to a kind of.
Background technology
As social high speed development and population in the world increase, earth resource exhaustion faces tight with environmental degradation into the mankind High challenge.Wherein building trade is exactly traditional high consumption, high pollution industry.
In building trade, it is necessary to using a large amount of fired bricks or non-burning brick build wall to build.And clay data is limited, fired brick It is a large amount of using sintering energy consumption is not only increased, pollute environment, and occupy cultivated land resource, destroy vegetation.Though non-sintered brick It can so utilize the waste resources such as clinker, gangue to recycle and reduce the wasting of resources.It is but still strong without solving building work The problems such as degree is big, the metope processing such as also levelling after laying bricks, rendering, and building efficiency is low.And after housing demolition, materials for wall Recovery difficult is big, cost is high, it is difficult to reuses, is both a kind of waste, can also cause building waste to pollute.
Therefore the energy-saving building technology including materials for wall turns into research and development focus, and hollow wall building block technique is exactly it One of.
What is be born first is various sintering or non-sintered hollow brick, and its volume is big compared with ordinary fired brick, and with hollow Structure.With the in light weight, advantage such as fast of laying bricks.But be only to improve and optimization, still without departing from it is traditional lay bricks technique and Mode.
There is larger improvement in technology disclosed in CN101016754B, utilize the height big chi close with building storey height Hollowcore precast wall body module and column, collar tie beam, the precast floor slab of very little armored concrete connect and compose building.Lead between each component Crab-bolt reinforcing bar on lintel or column inserts the hollow part of adjacent structure, is subsequently filled concrete and realizes the drawing of beam, post to wall, plate Knot and connection.Speed of application can be dramatically speeded up in such technology.But the building so constructed is only by the drawing of beam, post Knot effect connection, building globality deficiency, shock resistance are poor.And tie point is excessive, connection construction inconvenience.
The technology is further improved for Design Inst. of Architecture, Qinghua Univ., and its technological achievement is disclosed in In CN201883529U.Column, crossbeam are also made as the prefabricated component with wall body module similar structures by the technology.And in each structure Crisscross hole is set inside part, passes through this some holes insertion additional bar then casting concrete, and floor between component It is overlapped on collar tie beam and wall, strengthens the intensity and globality of connection.This technology employs the technical advantage of hollow wall module, And further enhance the globality and shock strength of building.But processing wall body module is so undoubtedly also added simultaneously and is built Build the difficulty of construction.And the technology practically eliminates the structure of collar tie beam, the height of the more previous technology of its globality is difficult to pre- Material, it is difficult to ensure.
That is in the prior art also without the wall body module that can significantly improve building globality and construction efficiency. Also without corresponding module process equipment.
The content of the invention
It is an object of the invention to provide a kind of special processing equipment of novel hollow wall body module, the special processing equipment institute The module of processing can significantly increase building globality, improve building structure performance;And architectural construction technology can be simplified, raising is built Build efficiency of construction.
A kind of hollow wall module production equipment of the present invention, including horizontal guide rail and the sliding bottom that slides along, it is sliding The template of operating position can be exited or be locked to connection on dynamic base;The horizontal guide rail both sides set guide upright post, described to lead The moved cross beam that is slided up and down along it is provided with to column, connects that be arranged side by side vertically multiple are square to shake on the moved cross beam Dynamic rod;Module present position is corresponding after the installation site of the square vibrating head is slided into immediately below vibrating head with sliding bottom.
In the above-mentioned technical solutions, moved cross beam can slide up and down along guide upright post, be driven when moved cross beam slides up and down The vibrating head being attached thereto moves up and down, and sliding bottom moves into place, and template movement to operating position simultaneously locks.Moved cross beam exists The vibrating head being mounted side by side when moving downward can be then stretched into the mould surrounded by template, and the concrete injected in mould is carried out Make firm by ramming, when concrete reaches certain degree of hardness, moved cross beam drives vibrating head to move upwards, and after vibrating head departs from, solidification mixes Solidifying cob wall body will leave square hole, form hollow wall.Such equipment can efficiently, quickly process internal with side The hollow wall module of shape through hole.
Further, the guide upright post is four and is evenly arranged in horizontal guide rail both sides;The guide upright post upper end Fixed cross beam is set with bottom, fixed cross beam is sequentially connected two adjacent upright posts and forms the position limiting structure that moved cross beam moves up and down. Fixed cross beam then plays position-limiting action to moved cross beam;And column and crossbeam all symmetrical configurations, uniform force, adapt to different Vibrating head arrangement mode, to process module of different shapes.
Further, the moved cross beam is controlled by Hydraulic Power Transmission System.Hydraulic Power Transmission System stable drive, positioning dress It is equipped with the alignment of the mould and vibrating head that are surrounded beneficial to template.
Further, the sliding bottom includes the quadra surrounded by fixed beam, and buttress brace is set on quadra; It is provided for placing the machine table of module to be processed on buttress brace;The vibrating head lower end with set in machine table be engaged it is recessed Convex correcting structure.Fall behind the correcting effect for playing fixed lower end, prevention shaping under the correcting structure square shaped vibrating head being engaged The square opening of hollow wall afterwards is crooked;Buttress brace improves the intensity of sliding bottom, extends its service life.
Further, described machine table is in cross, and the template includes four pieces, every piece set along processing edge of table Template is integrally rectangular in shape;The vibrating head arrangement across;The moved cross beam includes the four of corner connection guide upright post The mounting rail of cross arrangement in square main frame and main frame, the vibrating head are arranged on mounting rail.Such cross Shape arrangement can meet the module processing of whole shapes, into the building with the various house types of block combiner.
Further, described template is exited or locked by integrated mobile locking device, the integrated mobile locking Device includes at least one set of travel mechanism set between two templates positioned opposite;The travel mechanism includes being fixed on slip Reduction box on base, the output shaft of reduction box have two output ends, reverse screw thread, two output ends are set in two output ends It is threadedly coupled, the ring portion of draw ring is socketed on sliding axle respectively, sliding axle is fixed respectively with to draw ring by the screw thread respectively In two templates positioned opposite.Such, positioning standard high to pull-up structure precision, stable movement.
Further, described integrated mobile locking device includes top surface and the/side on two template tops positioned opposite The auxiliary retaining mechanism that face is set, the auxiliary retaining mechanism include locking bar, and locking bar one end passes through Hydraulic Cylinder or motor belt motor Dynamic rotating shaft is connected in a template, and scalable latch is set in another template, the jack matched with latch is set on locking bar. Further strengthen the position locking precision and reliability of template everywhere.
Further, the template includes framework, and warming plate and panel are sequentially arranged on framework, is provided with and adds in the panel Hot water channels, the framework are provided with water inlet pipe and outlet pipe, and the water inlet pipe is with outlet pipe by matching somebody with somebody the hole bored on warming plate Connected with the heating water channel.More preferably, the heating roundabout arrangement of water channel;The heating water channel or water inlet pipe or outlet pipe connect It is connected to temperature control device;The warming plate is plastic cement thermal insulation board.Heating water channel is set to shorten concrete setting in template Time, improve production efficiency.Water channel is roundabout to be arranged such that heating is more uniform, and regulation device can adjust the water in heating water channel Temperature.The effect of hardening can be accelerated more preferable by the effect of hot water.
Further, the square vibrating head includes motor, square tube and the vibrating mechanism in the square tube;It is described to shake Motivation structure includes the vibration unit being sequentially connected;The vibration unit includes eccentric drive shaft, leads in the middle part of the eccentric drive shaft Cross axle sleeve or bearing connects square Stiff Block;The eccentric drive shaft both ends are provided with fixed cover;Pass through between the vibration unit The mild steel rope connection being fixed on the fixed cover;The eccentric drive shaft of the output shaft of the motor and the first vibration unit passes through Shaft coupling connects.
Eccentric drive shaft can rotation and can revolution, mild steel rope and eccentric drive shaft arranged for interval may insure this revolution Amplitude is unlikely to too big.Rotated by motor-driven mild steel rope, eccentric drive shaft, fixed cover Integral rocking.Namely rotation While bias wave, just drive square Stiff Block ceaselessly to hit square tube inwall.So whole square tube is just as a vibration Source is made firm by ramming, rammed concrete;Vibrating head profile is square so that square opening is formed in hollow wall module, is at utmost mitigated The weight of hollow wall module.Motor is arranged on outside square tube and is easily installed, and liquid can be arranged on inside square tube, be easy to vibrating head whole The arrangement in equipment of body.
After such technical scheme, the internal cavity wall with square through hole can be easily produced using vibrating head Module.The novel hollow wall body module can be integrally T-shaped or L-shaped or cross or in-line;It is uniformly arranged in module Multiple through holes for vertically penetrating module, described through hole are the hole wall square opening parallel with Modular surface;In described module End sets the groove for accommodating ring beam reinforcing steel bar.And groove is processed in module also there are many modes to realize, such as first process Go out the whole module with through hole, then cutting module top obtains the groove of different depths of groove and cell wall height;It is or pre- Obtained when processed using special-shaped mould.The module product has individually submitted patent application on the same day.
The bead for the module upper groove processed can lay floor, then can cast-in-place collar tie beam without formwork.Last layer The wall body module in building is supported on the two floor edges (at interior wall) or the higher edge of lower floor edges of boards edge and the groove of module of lower floor On mouth (at exterior wall);Now collar tie beam is not subject to active force in construction, and collar tie beam pours can continue last layer without curing time The construction in building.And using in ground collar tie beam into the vertical muscle above stretched into module throughbore, and the through hole of every layer of wall body module Vertical muscle and through hole in the concrete that pours realize part connection;Cast-in-place collar tie beam realizes part connection;Using prefabricated The reinforcing bar insertion collar tie beam that floor both ends carry realizes further connection;More reconnections cause building to realize integrated connection and structure Make.Certainly, the concrete vertically poured can continue last building without special curing time and construct.
In summary, using present device can easily and quickly processing novel hollow wall module, utilize the module Have in architectural beneficial effect:
1. the module of the present invention carries out construction, module, floor need to be only lifted, is mixed in cast in situs collar tie beam and through hole Solidifying soil, without any formwork construction.Module structured size itself, surface is smooth is constructed without mortar levelling etc..So from So without built.And one layer main body building after the completion of can upstairs be built build and downstairs coating paint and finishing. Reach and significantly improved building efficiency, reduced the purpose of labor intensity and construction period.And reduce formwork, set in brickwork bamboo and wood material Material consumption.
2. resistance to compression shear behavior is good:By penetrating vertical muscle above and below wall and intersecting with vertical muscle and the circle of unitary construction Beam, globality of the invention greatly improve.And vertically the quantity of the size of muscle, quantity and cast-in-place vertical through holes can increase and decrease, by Power requires high thickening reinforcing bar, is poured in multiple vertical through holes.The vertical hole not poured is blocked i.e. with architectural applicable material Can.Such as the more past then vertical muscle of high level of skyscraper and the vertical hole that pours it is fewer.And bottom building can only corner position, Namely the position in pillar increases vertical muscle and cast-in-place concrete in tradition.Both contending with property of building had been can guarantee that, and will building Material usage is reduced to minimum level.
3rd, because internal through-hole structure is simple, only unidirectional hole, without the through hole of staggeredly connection;So can be in mould Increase sprue, prefabricated door, window, cabinet etc. in tool;Or change mould structure, prefabricated rain edge, the window that floats, wall cabinet, outrigger;Even stair Between landing etc..
4th, in being constructed using building module of the present invention, slave module processing, transport, lifting, cast-in-place, decoration whole process; Building cost compared with prior art significantly lowers.And module is all that overall T-shaped or L-shaped or cross or in-line often use shape Shape, it overall pulling down can easily reuse, reduce building cost, can also reduce building waste.
5th, building thermal-insulation energy-saving effect is good:Through hole in module forms uneven heat transfer medium, has blocked cold (heat) gas The convection current of stream, enhances heat-insulating property.This uneven medium with through hole is also that can play good sound insulation simultaneously Effect.
Brief description of the drawings
Fig. 1 is the structural representation of L-shaped module;
Fig. 2 is the inside steel bar arrangement figure of module shown in Fig. 1
Fig. 3 is the structural representation of hollow wall module production equipment;
Fig. 4 is the overlooking the structure diagram of hollow wall module production equipment;
Fig. 5 is the dimensional structure diagram of hollow wall module production equipment;
Fig. 6 is the partial enlargement structural representation in A portions in Fig. 5;
Fig. 7 is the structural representation of template;
Fig. 8 is vibrating head rhs-structure schematic diagram;
Fig. 9 be in Fig. 8 A-A to sectional view.
Embodiment
The present invention is further described with reference to specific embodiment and accompanying drawing.
The hollow wall module 1 to be processed of the present invention is prefabricated profiled armored concrete material.Described module 1 L-shaped e.g. shown in Fig. 1, the L-shaped are primarily referred to as the vertical view contour shape after installation, that is, the vertical view wheel profile illustrated Shape.Similar module 1 can also be T-shaped, cross or simpler in-line;Pass through the module 1 of above-mentioned several basic configurations Combination, you can meet the construction needs of different house types, structure.
Multiple through holes 11 for vertically penetrating module 1 are uniformly arranged in module 1.The through hole 11 is used with simple in the prior art Hole difference in mitigating weight or as facility is connected.The through hole 11 is that size is larger, the edge side parallel with the surface of module 1 Shape;Rather than traditional small sircle hole.And the upper end of module 1 sets the groove for accommodating ring beam reinforcing steel bar.Processing groove also has many sides Formula can be realized, such as first process the whole module with through hole 11, and then the top of cutting module 1 obtains different depths of groove With the groove of cell wall height;Or obtained when prefabricated using special-shaped mould.Steel bar arrangement inside module 1 then setting according to wall Count parameter request arrangement.The section of through hole 11 in module 1 of the present invention be it is square, it is simple in construction, duct is smooth, will not hinder Steel bar arrangement and concreting.And can at utmost save concrete amount, reduce module and wall weight, strengthen every Sound, heat-insulating property.During processing, first process reinforcing bar shelf and be then placed in mould, casting concrete, vibrations compacting.Through hole 11 into Type is exactly the emphasis and Technology Difficulties that module 1 is processed.
The hollow wall module production equipment of the present invention, with reference to shown in Fig. 3,4,5, including horizontal guide rail 15 and slide along Sliding bottom 13;The template 12 of operating position can be exited or be locked to connection on sliding bottom 13;15 liang of the horizontal guide rail Side is equipped with guide upright post 8, and the guide upright post 8 is provided with the moved cross beam 10 slided up and down along it, the moved cross beam 10 On connect multiple square vibrating heads 14 arranged vertically side by side;The installation site of the vibrating head 14 is slided with sliding bottom 13 The present position of module 1 to be processed is corresponding after immediately below to vibrating head 14.Generally, moved cross beam 10 is except being directly connected to guide upright post 8 square or I-shaped main frame part, in addition to longeron on main frame, on crossbeam, vibrating head 14 is connected directly between On these main frames.Weight of equipment is so both reduced, while conveniently meets the different arrangement modes of vibrating head 14.As for movable transverse The concrete structure of beam 10, form are determined according to the shape of module 1 to be processed.
In process, the inside reinforcing bar of module 1 as shown in Figure 2 is first put well.Then template 12 is moved to operating position simultaneously Locking, the thickness direction of module 1 i.e. the end of template 12 are blocked with tabular or strip plug.Sliding bottom 13 by template 12 together with The region that the reinforcing bar of module 1 is moved between guide upright post 8 together.Because the installation site of vibrating head 14 is slided with sliding bottom 13 The present position of module 1 to be processed is corresponding after moving immediately below vibrating head 14.So moved cross beam 10 is along guide upright post 8 to downslide Dynamic, then square vibrating head 14 is stretched into the die cavity surrounded by template 12, and the concrete injected in mould is made firm by ramming.Work as coagulation When soil reaches certain degree of hardness, moved cross beam 10 drives vibrating head 14 to move upwards.After vibrating head 14 departs from, the wall of completion is hardened Module 1 will leave square through hole 11, obtain hollow wall module finished product.Sliding bottom 13 exits the region of guide upright post 8, mould Plate 12 is backed out, you can takes out module 1 with crane or crane gear.Installation form 12 and module 1 take out finished product after machining As shown on the solid line in figure 3, position during casting concrete is as shown in phantom in Figure 3 for the position of sliding bottom 13 of module 1.
Preferably, the guide upright post 8 is four and is evenly arranged in the both sides of horizontal guide rail 15;On the guide upright post 8 End and bottom set fixed cross beam 9, and fixed cross beam 9 is sequentially connected the two adjacent composition of guide upright posts 8 moved cross beams 10 and moved up and down Position limiting structure.Namely horizontal guide rail 15 is located at rectangle or rectangular corner location, and fixed cross beam 9 is along square sideline side To four guide upright posts 8 of connection, firm frame structure is formed.The quantity and arrangement of moved cross beam 10 are as previously described:Root The shape cooperation stressing conditions optimal design-aside for needing to arrange according to vibrating head 14.Moved cross beam 10 is fixed on guide upright post 8, So that guide upright post 8 is used as guide pipe when moving up and down, simplify structure.The arrangement mode of obvious vibrating head 14 is by module to be processed 1 vertical view state is T-shaped or L-shaped or other shapes determine, and in corresponding T-shaped or L-shaped arrangement.The moved cross beam 10 It is controlled to slide up and down by Hydraulic Power Transmission System.Hydraulic Power Transmission System stable drive.
It is preferable to implement, as shown in figure 4, the sliding bottom 13 includes the square or rectangular surrounded by fixed beam 16 Framework, buttress brace 17 is set on quadra;It is provided for placing the machine table 18 of module 1 to be processed on buttress brace 17;It is described The lower end of vibrating head 14 is with setting the concavo-convex correcting structure being engaged in machine table 18.Under for example described vibrating head 14 of the correcting structure End sets tip or pit, is correcting hole or projection in machine table 18.So vibrating head 14 can be with matching and solid after moving down Determine the lower end of vibrating head 14, play correcting and act on, the through hole 11 in prevention module 1 is crooked.Buttress brace 17 improves sliding bottom 13 Intensity, extend its service life.It is clear that machine table 18 is because with platform portion being higher than 13 overall table of sliding bottom Face, it is easy to template 12 to arrange and position.
Generally, template 12 is set along the position of module 1 to be processed on sliding bottom 13 in process.Namely mould The position that the top panel 21 of plate 12 is bonded with the surface of the module 1 processed is the operating position of template 12, and the operating position is also It is that the position locked after the reinforcing bar rear pattern plate 12 of module 1 moves into place is put into process, that is, foregoing machine table 18 marginal position.When generally processing in-line module 1, the both sides of machine table 18, that is, the both side surface of module 1 set one respectively Individual template 12.Preferably with reference to shown in Fig. 3,4,5, described machine table 18 is in cross, and the template 12 is included along machine table Four pieces of 18 edges setting, every piece of template 12 is overall to be rectangular in shape;The vibrating head arrangement across, the moved cross beam 10 The mounting rail of cross arrangement in square main frame and main frame including corner connection guide upright post 8, the vibrating head 14 are arranged on mounting rail.Such template 12 is moved to after station, is inserted between template 12 and carried out by plug or sprue Closure, this set of equipment production in-line, cross, L-shaped, T-shaped module 1 can be utilized, then can by the combination of these modules 1 To meet the requirement of different house type buildings.Realize that the general degree of a set of equipment maximizes.Wherein 14 overall start and stop of vibrating head;Also may be used To utilize controller accurate control respectively, using electricity wisely.
Movement and locking design as template 12, also have many embodiments to realize.Such as because buttress brace 17 The just lower section of situation template 12, can utilize it as mobile platform or set shifting sledge on buttress brace 17;Or because As long as unclamping for template 12 and mutually locking, displacement is little, can also so being not provided with special slide rail.Locking mechanism can To be the detachable locking mechanism of simple bolt, or pressing plate locking device or hydraulic pressure holding device etc..The present invention is originally Design integration moving locking device.
Specifically:With reference to shown in Fig. 5,6, integrated mobile locking device includes setting between described relative template 12 Put at least one set of travel mechanism --- namely set between the relative template 12 of panel 21;The travel mechanism includes being fixed on The output axis connection reduction box 55 of motor or hydraulic motor on buttress brace 17, reduction box 55 is fixed on buttress brace 17.Slow down Turbine and worm slowing-down structure is set in case 55, the output shaft of reduction box 55 be hollow shaft, the hollow shaft with to 54 sets of hollow shaft of drawing Connect and coordinated by key, realize synchronous rotary motion and the transmission of moment of torsion;To drawing the both ends inwall of hollow shaft 54 to be oppositely oriented Internal thread, the external screw thread matched with the internal thread is arranged on to the straight-bar end of draw ring 53, and slip is socketed in the ring portion of draw ring 53 On axle 52, sliding axle 52 is fixed in template 12.There are two groups to draw ring 53 and sliding axle 52, it is each to connect adjacent forms 12.Work as sky Drive during central axis to drawing hollow shaft 54 to rotate, transport rotation to drawing hollow shaft 54 and the threading action between draw ring 53 being coordinated Dynamic and moment of torsion is converted into linear motion and pulling force.It can drive the relative template 12 of panel 21 opposite to draw ring 53 or conversely transport It is dynamic.Stop power input then because template 12 is conducted oneself with dignity larger, realize positioning, naturally it is also possible to which other examples are further set naturally Such as latch, clip positioning method are strengthened ensureing.There is repetitive positioning accuracy height, ability to bear greatly, conveniently to tie up for such mechanism The features such as repairing.Obviously, inside and outside arrangement can also be opposite with structure shown in Fig. 6 when screw thread is set.
Travel mechanism generally sets two groups in the larger position of the area of panel 21, as shown in Figure 5, it is illustrated that visible similar A portions are exactly one end of one group of travel mechanism, each in the square template 12 close to reader to set Liang Zu travel mechanisms.It is and farthest There are two orthogonal panels 21 from the template 12 of reader, each lower position of panel 21 sets one group and relative template 12 lockings.In addition to fixed mobile track, can be along to drawing axially being set on buttress brace 17 for hollow shaft 54 to slide Rail or chute, sliding block is set in template 12.Template 12 has the rigidity of height, as long as so bottom is locked, whole template 12 is just Be locking may insure that concrete smoothly pours.The clamping force mutually locked between this template 12 is also to be put between template 12 The fixed form of plug or sprue.
Travel mechanism can be not only set in the bottom of template 12, and preferred mode is can be in the top surface on the top of template 12 With/side setting auxiliary retaining mechanism, the auxiliary retaining mechanism includes the locking bar 56 set between the relative template 12 of panel 21, The one end of locking bar 56 is connected in a template 12 by the rotating shaft of Hydraulic Cylinder or motor driven, and cylinder is set in adjacent forms Or the latch of hydraulic oil cylinder driving, the jack matched with latch is set on locking bar 56.Axis of rotation drive locking bar move into place, cylinder or The jack that hydraulic oil cylinder driving latch is necessarily inserted on the locking bar 56 is i.e. lockable.After machining, cylinder or oil cylinder drive latch to move back Go out, rotating shaft drives locking bar 56 to turn an angle, and the finished product of module 1 will not be hindered to take out and be put into the reinforcing bar of next module 1.
Preferable to implement, with reference to shown in Fig. 5,7, the template 12 on framework 19, framework 19 including being sequentially arranged warming plate 20 and panel 21, heating water channel 22 is provided with the panel 21, and the framework 19 is provided with water inlet pipe and outlet pipe, the water inlet Manage and connected with outlet pipe by matching somebody with somebody the hole bored on warming plate 20 with the heating water channel 22.Framework 19 plays the fixed insulation of installation The effect of plate 20 and panel 21, panel 21 contacts as the surface with module 1 to be processed, so surface is more smooth.In frame Water inlet pipe and outlet pipe are installed on frame 19, then connected by matching somebody with somebody the hole bored on warming plate 20 with the heating water channel 22, heats water Road 22 can shorten the time of concrete setting, improve production efficiency.
Preferably, the heating 22 roundabout arrangement of water channel;The mode of roundabout arrangement is varied, such as panel 21 is hollow Box-shaped plate body, the shorter dividing plate in the multiple ends of interior welds, opposite ends and the inward flange of panel 21 of dividing plate adjacent separator have Space, constitute roundabout heating water channel 22.Or dividing plate both ends are the edges for being enclosed in panel 21, but adjacent separator Backward end is equipped with hole, and the regional connectivity between this some holes and dividing plate forms heating water channel.Water channel can be arranged to roundabout up and down, It may be configured as horizontal circuitous flow.These dividing plates can reinforced panel 21 structure, and can causes hot water circuitous flow, avoids out Existing heating dead angle.
Further, the heating water channel 22 or water inlet pipe or outlet pipe are connected with temperature control device;The warming plate 20 be plastic cement thermal insulation board.So heating is more uniform, and heating effect is good, also allows for the water temperature in control heating water channel 22.Plastic cement Thermal insulation board lighter weight, heat insulation and preservation effect are good.The utilization of the hot water heating structure can improve concrete hardening speed, stable The temperature environment of hardening, and overheat summer can also use cold water so that produce can be smoothed out in severe winter, heat, no By time, territory restriction.And the required hot water temperature requires low, so substantially utilizing the cooling water heat of other large scale equipments .
Preferably, as shown in Fig. 5,8,9, the square vibrating head 14 includes motor 41, square tube 42 and located at the square tube Vibrating mechanism in 42;The vibrating mechanism includes the vibration unit being sequentially connected;The vibration unit includes eccentric drive shaft 43, eccentric drive shaft 43 is formed by welding an eccentric block 49 on circular shaft, and processing is simple.The middle part of eccentric drive shaft 43 passes through Axle sleeve or bearing 44 connect square Stiff Block 45;The both ends of eccentric drive shaft 43 are provided with fixed cover 46;The vibration unit it Between connected by the mild steel rope 47 being fixed on the fixed cover 46;The output shaft of the motor 41 is inclined with the first vibration unit Heart power transmission shaft 43 is connected by shaft coupling 48.The motor 41 is connected to the upper end of square tube 42 either internally or externally.The square tube 42 It can be that square tube can also be rectangle pipe, form corresponding rectangle or slot.
Eccentric drive shaft 43 can rotation and can revolution, mild steel rope 47 and the sequence interval of eccentric drive shaft 43 arrangement can be true Protect this revolution amplitude and be unlikely to too big.Mild steel rope 47, eccentric drive shaft 43, the fixed cover 46 driven by motor 41 integrally shakes Pendulum and rotation, that is, bias is waved while rotation, just drives square Stiff Block 45 ceaselessly to hit the inwall of square tube 42.So Whole square tube 42 is just fiddled with as a vibration source, rammed concrete;The profile of vibrating head 14 is square so that hollow wall module Square opening is formed in 1, at utmost mitigates the weight of hollow wall module.
Technical scheme provided by the present invention is described in detail above, specific case used herein is to this hair Bright principle and embodiment is set forth, the explanation of above example be only applicable to help the principle for understanding the present invention and Technical scheme, and nonuniqueness limits.

Claims (10)

  1. A kind of 1. integrated mobile locking device, for exiting or being locked to operating position by the template connected on sliding bottom; It is characterized in that:The integrated mobile locking device includes at least one set of moving machine set between two templates positioned opposite Structure;The travel mechanism includes the reduction box being fixed on sliding bottom, and the output shaft of reduction box has two output ends, and two is defeated Go out on end and reverse screw thread is set, two output ends are threadedly coupled by the screw thread with to draw ring respectively, and the ring portion of draw ring is distinguished It is socketed on sliding axle, sliding axle is separately fixed in two templates positioned opposite.
  2. 2. integrated mobile locking device according to claim 1, it is characterised in that:Described integrated mobile locking dress Put the top surface including two template tops positioned opposite and the auxiliary retaining mechanism of/side setting, the auxiliary retaining mechanism bag Locking bar is included, locking bar one end is connected in a template by the rotating shaft of Hydraulic Cylinder or motor driven, set in another template Scalable latch, the jack matched with latch is set on locking bar.
  3. 3. using the hollow wall module production equipment of the integrated mobile locking device described in claim 1 or 2, its feature exists In:Including horizontal guide rail and the sliding bottom slid along, the template is connected on sliding bottom, and can be exited or be locked to Operating position;The horizontal guide rail both sides set guide upright post, and the guide upright post is provided with the movable transverse slided up and down along it Beam, the multiple square vibrating heads being arranged side by side vertically are connected on the moved cross beam;The installation site of the square vibrating head with Module present position is corresponding after sliding bottom is slided into immediately below vibrating head.
  4. 4. hollow wall module production equipment according to claim 3, it is characterised in that:The guide upright post be four simultaneously It is evenly arranged in horizontal guide rail both sides;The guide upright post upper end and bottom set fixed cross beam, and fixed cross beam is sequentially connected two Adjacent upright posts form the position limiting structure that moved cross beam moves up and down.
  5. 5. hollow wall module production equipment according to claim 4, it is characterised in that:The moved cross beam passes through hydraulic pressure Transmission system controls.
  6. 6. hollow wall module production equipment according to claim 3, it is characterised in that:The sliding bottom is included by solid Determine the quadra that beam surrounds, buttress brace is set on quadra;It is provided for placing the processing of module to be processed on buttress brace Platform;The vibrating head lower end is with setting the concavo-convex correcting structure being engaged in machine table.
  7. 7. hollow wall module production equipment according to claim 6, it is characterised in that:Described machine table is in cross Shape, the template include four pieces set along processing edge of table, and every piece of template is integrally rectangular in shape;The vibrating head is arranged into ten Font;The moved cross beam includes the peace of the cross arrangement in the square main frame and main frame of corner connection guide upright post Beam is filled, the vibrating head is arranged on mounting rail.
  8. 8. hollow wall module production equipment according to claim 3, it is characterised in that:The template includes framework, frame Warming plate and panel are sequentially arranged on frame, heating water channel is provided with the panel, the framework is provided with water inlet pipe and outlet pipe, The water inlet pipe is connected with outlet pipe by matching somebody with somebody the hole bored on warming plate with the heating water channel.
  9. 9. hollow wall module production equipment according to claim 8, it is characterised in that:The heating roundabout cloth of water channel Put;The heating water channel or water inlet pipe or outlet pipe are connected with temperature control device;The warming plate is plastic cement thermal insulation board.
  10. 10. the hollow wall module production equipment according to any one in claim 4 to 9, it is characterised in that:The side Shape vibrating head includes motor, square tube and the vibrating mechanism in the square tube;What the vibrating mechanism included being sequentially connected shakes Moving cell;The vibration unit includes eccentric drive shaft, is connected in the middle part of the eccentric drive shaft by axle sleeve or bearing square firm Property block;The eccentric drive shaft both ends are provided with fixed cover;It is soft on the fixed cover by being fixed between the vibration unit Steel cable connects;The output shaft of the motor is connected with the eccentric drive shaft of the first vibration unit by shaft coupling.
CN201710672491.8A 2014-02-12 2014-02-12 Integrated mobile locking device and wall body module process equipment Active CN107363986B (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108656317A (en) * 2018-07-17 2018-10-16 芜湖芬特勘测服务有限公司 A kind of assembled architecture wall manufacture mold
CN112643854A (en) * 2020-12-18 2021-04-13 山西住工建筑科技有限公司 Manufacturing method of assembled heat-preservation and decoration integrated wallboard

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107363986B (en) * 2014-02-12 2019-10-11 赵光林 Integrated mobile locking device and wall body module process equipment
CN105196404A (en) * 2015-09-30 2015-12-30 苏州新协力特种工业模板有限公司 Bi-directionally moving forming board mechanism
CN110744703B (en) * 2019-10-28 2021-03-19 浙江中清大建筑产业化有限公司 Production equipment and production method for producing prefabricated shear wall by vertical lifting vertical mold

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2179244Y (en) * 1993-11-13 1994-10-12 大连市旅顺轻型建筑材料模具厂 Building board verticle mould shaping car
CN101016754A (en) * 2007-02-13 2007-08-15 冯葆纯 Architectural structure system of preformed hollow load-bearing wall panel and construction method
JP2010162762A (en) * 2009-01-15 2010-07-29 Sumitomo Metal Mining Siporex Kk Method of manufacturing in-plant pre-cut alc panel
CN103072203A (en) * 2012-11-16 2013-05-01 孟凡林 Method and mold for molding precast concrete hollow wall component for concrete-filled laminating
CN203779678U (en) * 2014-02-12 2014-08-20 赵光林 Integrated moving and locking device
CN203779677U (en) * 2014-02-12 2014-08-20 赵光林 Hollow wall body module production equipment
CN104827566B (en) * 2014-02-12 2017-09-26 赵光林 Hollow wall module production equipment

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101130261B (en) * 2007-09-04 2011-03-30 广州市壁神新型建材有限公司 Process for producing composite and light wall plate of wire fabric reinforcement and concrete with light structure steel frame
CN201883529U (en) * 2010-11-26 2011-06-29 清华大学建筑设计研究院 Shear wall structure building based on cross-hole prefabricated reinforced-concrete formwork
CN102776980B (en) * 2012-04-17 2015-06-10 程松林 Outer wall board of composite concrete shear wall and manufacture and site-installation method
CN202622993U (en) * 2012-06-21 2012-12-26 中国二十二冶集团有限公司 Side mold plugging device at hoop position of wall concrete prefabricated member

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2179244Y (en) * 1993-11-13 1994-10-12 大连市旅顺轻型建筑材料模具厂 Building board verticle mould shaping car
CN101016754A (en) * 2007-02-13 2007-08-15 冯葆纯 Architectural structure system of preformed hollow load-bearing wall panel and construction method
JP2010162762A (en) * 2009-01-15 2010-07-29 Sumitomo Metal Mining Siporex Kk Method of manufacturing in-plant pre-cut alc panel
CN103072203A (en) * 2012-11-16 2013-05-01 孟凡林 Method and mold for molding precast concrete hollow wall component for concrete-filled laminating
CN203779678U (en) * 2014-02-12 2014-08-20 赵光林 Integrated moving and locking device
CN203779677U (en) * 2014-02-12 2014-08-20 赵光林 Hollow wall body module production equipment
CN104827566B (en) * 2014-02-12 2017-09-26 赵光林 Hollow wall module production equipment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108656317A (en) * 2018-07-17 2018-10-16 芜湖芬特勘测服务有限公司 A kind of assembled architecture wall manufacture mold
CN112643854A (en) * 2020-12-18 2021-04-13 山西住工建筑科技有限公司 Manufacturing method of assembled heat-preservation and decoration integrated wallboard

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