CN85105612A - The device of pouring concrete in-situ building - Google Patents

The device of pouring concrete in-situ building Download PDF

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Publication number
CN85105612A
CN85105612A CN 85105612 CN85105612A CN85105612A CN 85105612 A CN85105612 A CN 85105612A CN 85105612 CN85105612 CN 85105612 CN 85105612 A CN85105612 A CN 85105612A CN 85105612 A CN85105612 A CN 85105612A
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concrete
template
wall
plate
building
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CN 85105612
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斯托特
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Abstract

There are desirable building types and profile in a house that is made of pouring concrete in-situ.The interior exterior wall in this house and roofing are on-the-spot pourings.After the construction formwork less some connects, make water-bearing concreae maintenance in this template, form wall.Set up a braced structures that supports the roofing template, treat the roof structure maintenance after, folding removes this braced structures.Circuit, pipeline, stiffener can be embedded in the building of on-the-spot pouring.Can reserve the frame hole of door and window in the wall.Template builds up-the S shape template goods of T type beam concrete structure, thus can satisfy the fabric structure requirement, saved concrete again.

Description

The device of pouring concrete in-situ building
Because concrete is cheap, be a kind of permanent construction material of easy acquisition, can prevent fires, anticorrosion, insect protected, shockproof and be not subjected to weather effect, so it is a kind of ideal constructional materials.In addition, concrete can also be poured into a mould or on-the-spot pouring, often need use the heavy construction equipment for the building structure of concrete masonry in the past, and needs more additional finishing process, the more important thing is the masonry structure that can not build up a low cost at last.
Therefore, first purpose of theme of the present invention provides a kind of new, the device of improved pouring concrete in-situ structure.This structure then comprises wall slab, and the ceiling-type roof panel so just can significantly reduce the requirement of concrete and reinforcing bar, shortens concrete curing time, but the structural performance of the fabric structure that will not reduce to build up at last.
Device solves of the present invention build all a lot of problems that run into of concrete structure of whole built on-site, and can build a kind of house of low cost economically.This device is applicable to any desired plan, size range and building pattern.In view of device can be applicable to thousands of different designs figure, it has the hole of various sizes, the middle floor of various sizes and specification, and roofing of the various sizes and the gradient or the like, the present invention is very abnormal.All these is finished by simple basic construction formwork.These construction formworks can be formed a basic assembled unit that is used in apparatus of the present invention.Apparatus of the present invention also can provide door, window opening, circuit, pipeline and other utility lines.For example, when wall was the pouring body, they were exactly complete, can have the frame of whole doors, window therein, electric wiring, and pipe-line, and the two sides of wall all obtains finishing.Except in apparatus of the present invention, using this template, for make the template assembling rapidly, convenient, also specialized designs annex and attached apparatus.
In the world today, it is main country that most of people live in stone-laying building structure.Without exception, these countries are still using the sort of building method in many centuries that used to build their house.Apparatus of the present invention will make the industrialization of stone-laying building structure technology, and can solve these pressing issues of house for society.
Further object of the present invention is for building a kind of structure efficiency height, and the concrete building structures of good looking appearance provides a kind of device, and this device has used lightweight aluminum concrete wall formwork, and this template has smooth, the surface of textured and unjointed beam.
In a word, the inventive system comprises concrete blinding, these templates can provide a kind of new, improved concrete structure.This structure labor and material saving, and shortened the curing time of building concrete structure, all these make the cost of concrete structure significantly reduce.
The structure of the various parts of concrete blinding under main points of the present invention are is arranged and is connected.Therefore, its intended purposes of the present invention in the narration more completely, is particularly pointed out hereinafter in the claims and in the description of the drawings.
In the accompanying drawings:
Fig. 1 is to use the fragmentary, perspective view of a concrete house of apparatus of the present invention construction.
Fig. 2 is the fragmentary, perspective view that is used for two kinds of templates of the present invention, represents the inner surface of these two kinds of templates;
Fig. 3 is the decomposition diagram of a part of template group of apparatus of the present invention, and these templates temporarily are fixed together, and can form the wall template that is used for the pouring concrete in-situ building;
Fig. 4 is the phantom drawing of metal tee girder template, and the metal tee girder is formed the part of apparatus of the present invention;
Fig. 5 builds with T type beam forms shown in Figure 4, the concrete slab cutting open along Fig. 1 (5-5) line or the sectional view of roofing.
Fig. 6 is the phantom drawing of a concrete structure, and this structure is to use the on-the-spot pouring of concrete form apparatus of the present invention to build up.
Before describing the several specific embodiments of the present invention, though should be noted that detailed description building structure is carried out as house, also can be used for the present invention industrial building, apartment, warehouse and the similar building of build on-site pouring.
Fig. 1 represents the part with the building of apparatus of the present invention construction, and its ground descends and wall ω can rely on concrete blindings 10 build with the concrete and the reinforcing bar 68 of scene pouring, as shown in Figure 2.Consult Fig. 2, each indicates the construction formwork of 10 and 10 α preferably by the cast aluminium manufacturing, but also available magnesium and other light metal are made.These templates preferably cross section (square or rectangle) change bigger, its scope approximately from 5 centimetres of 5 cm x to 60 centimetres of 60 cm x, operate with the workman, and monolithic architecture structure desired any plan, size range and the style of architecture that apparatus of the present invention are applicable to build up at last.Certainly, if guaranteed, also can use the construction formwork of some greatly by the building structure proof quality of building up at last.
Each construction formwork includes a metal book plate 12 than book, it has the maximum size of required template, comprise an external surface 14 and an inner surface 16, flange 18 is arranged on its periphery, this flange stretches out from the inner surface 16 of metal book plate 12, and with external surface 14 perpendicular protruding into outside the external surface 14.Be pressed with a series of groove on the external surface of flange 18.These grooves are perpendicular to the plane of metal book plate 12.Hole 22 can be passed in the flange 18 in every groove 20, and its reason back is talked again.
Steel member 24(sees Fig. 1) outwards outstanding from the external surface 14 of metal book plate 12, make peace the greatly width of flange 18 of its thickness equates that along the circumferential distribution of metal book plate 12, its effect is the intensity of reinforcement metal book plate 12.Though this steel member can adopt several different arrangement pattern.
The inner surface of template 10 and 10 α comes down to the same, and disposes a kind of building brick line, the brick line then by many levels traverse in the narrow lines 26 of inner surface 16 and on same surface many discontinuous vertical bars 28 form.It should be noted that half that vertical bar 28 width are only arranged at the width of the vertical bar 28 of surperficial 16 edges.The top surperficial 16 and lines 26 width of bottom equally also have only half of horizontal line 26 width.Also note that lines 28 are alternately discontinuous.Inner surface between the lines 26 and 18 looks it is coarse rough, and is by many not of uniform size, mixed and disorderly and make the little arc line of asymmetric convex-concave of arranging and form.According to this layout as shown in Figure 2, the adjacent edge of template 10 and 10 α mates alignment mutually can eliminate slit between two templates preferably.In addition, those convex-concaves partly all are arcuation basically, to avoid any broken line or sharp edge.The vertical edge of every template die plate 10 and 10 α is preferably the same, and vertical side edge adjacent when suffering plot and be arranged in a row with many one such of the templates of box lunch can those limits alignment.The template alignment of sides adjacent has guaranteed that the concrete structure that finally builds up does not need further finishing process to do a kind of modification of architecture character.
On the flange 18 of every construction formwork, be shaped on many being used for adjacent forms is fixed together, and guarantee the hole 23 that described template is arranged in rows, usually, those templates that are used to form the surperficial neighboring that resembles the basis do not have groove 20.In a construction formwork, above-mentioned groove is used for installing web to keep two spaces between the alternate wall template, and these wall templates then are used to water the wall of a building structure.Except groove 20, it is porose 23 that such wall template also comprises, is used for keeping the adjacent architectural template to become a row and they are fixed together.Though template 10,10 α illustrate by having the brick line, they also can be made and have smooth surface 16.
Fig. 3 represents an exploded view of various construction formworks 10.These templates temporarily are assembled together, to form inside wall wall form and external wall wall form 60 and 62 in apparatus of the present invention.As schemed to be clearly shown that the building refacing of these two wall templates or inner surface 16 are the wall constructions that finally build up that dispose relatively, its inside and outside surface all is to repair through building, does not also just need extra finishing process.Fig. 3 also is shown with outer cantilever 140, and it is used in the junction of external wall wall form 62.Have many holes 142 on the cantilever.These holes are corresponding to the hole on the adjacent architectural template 22 and 23.In addition, Fig. 3 is shown with the construction formwork of various different sizes, and they can be used for forming wall template 60,62.Said web is marked by figure number 84.
For the wall or the roofing of scene pouring building, can use the some of the apparatus of the present invention shown in Fig. 1,4 and 5.It is interconnected to constitute by many single concrete blindings basically, forms a flat formwork surface like this, and there are many separately, parallel grooves that run through on this surface.In more detail, concrete blinding comprises many general closed planar templates 30, and they such as lightweight aluminium, have a flat template face 32 preferably by the metal material manufacturing on flat formwork 30, flange 34 is arranged on the periphery, on the flange 34 porose 36.The fastener that these templates are tightened together is installed with doing in these holes.The spaced and parallel groove shapes is determined by general U pattern plate 40.Preferably by in light weight, such as aluminium make too by the metal material that intensity is high for these templates.U pattern plate includes periphery flange 42(and sees Fig. 4 and Fig. 5) on its flange 42 porose 44 so that releasable securing apparatus to be installed.As shown in Figure 4, U pattern plate 40 can be made up of the modification S shape template of two minute surface symmetries.Its vertical component can gradiently finally build up beam structure to constitute a shape groove, and more detailed description is seen Fig. 5.The shape profile of Baltimore groove helps stripping after concrete curing.As shown in Figure 5, the device formed of bolt 50 and nut 52 can be used to be connected the devices that another method of template is to use pin 24 and awl 56 to form.
Concrete blinding also can include end face template 60(and see Fig. 4), template 60 can be applicable to respectively on the end face flange 34 and 42 that is fastened to flat formwork 30 and U pattern plate 40, passes through between wall 12 and concrete blinding 20 to prevent concrete.The shape of end face template 60 ends is consistent with the tapered profile phase of U pattern plate 40.
As shown in Figure 5, this concrete structure that finally builds up 18 comprises a plate part 70 than book, it and at interval, parallel concrete fin or beam form a whole.In a typical application, the span of concrete structure 18 approximately is 5 meters, and the thickness t when dull and stereotyped 18 approximately is 4 centimetres, when the height D of beam 72 approximately is 15 centimetres, can find that structure 18 can obtain enough rigidity.In addition, the width of flat formwork 32 approximately can be 60 centimetres, and the interval of beam 72 can be 75 centimetres thus.Obviously, with a thickness evenly, the general flat board that is about 10 centimetres compares, the concrete structure that finally builds up only just can obtain the supporting capacity the same or higher with it with above-mentioned general dull and stereotyped need with concrete 50%.Compare with the even floor of general thickness, use the floor of concrete blinding manufacturing of the present invention also can save 50% reinforcing bar.In addition, when using template of the present invention, owing to reduced concrete requirement, concrete curing time also can reduce.But the concrete structure that finally builds up has bigger supporting capacity.Use the present invention, the concrete blinding shown in Figure 4 and 5, another advantage of tool is obtained by U type concrete blinding depths 40.Be template, the concrete of maintenance does not provide supporting the time to use intrinsic i beam principle, therefore, can reduce when watering at the scene the quantity in order to the interim support of supporting concrete blinding in a large number.
After concrete structure obtains sufficient maintenance, can the dismantling concrete template.Because below dull and stereotyped 70 and between the beam 72 space is arranged, this just might lay various pipelines in this space, and then packaged facing plate a such as plastic plate, veneer etc. is installed to the minimum part of this piece flat board, is fixed on the beam 72.For metope can conveniently be fixed on the beam 12, can before placing of concrete, put into U pattern plate to lath, so that can use nail, screw and other securing member.
As shown in Figure 5, the concrete structure that finally builds up is a T type hollow structure, and this has just possessed the top listed many advantages that arrive, comprise the minimizing concrete amount, the amount of labour improves intensity~weight rate, and can lay various pipelines and circuit in the concrete structure scope.
Consult Fig. 6, one new, and improved concrete building structures is according to the present invention, builds with the concrete blinding pouring of Figure 4 and 5, marked by figure number 90.It comprises foundations 92, inner, external wall 94 and middle floor 96 roofings 98.As shown in Figure 6, whole concrete components of forming house 90 all are T type beam shapes, in order that produce recessed resisting in described plate, its effect is the concrete amount that had both reduced structure, produce an airspace layer again in wall and roof structure.According to concrete structural requirement, T type depth of beam can change, and makes pipeline 100 can pass middle floor 96 and wall 94 layings.As shown in Figure 6, after the interior wall maintenance, for attractive in appearance, simultaneously also for interlayer, various pipelines etc. can pass the facility of T type beam slab and cover, and the wall that part is exposed pit is with suitable facing plate 102, and such as plastic plate, veneer or the like is hiding.As Fig. 6 clearly represents, because the versatility of this discovery, can provide the opening of door 106 resembling in general building structure, window 104 and so on.Can notice as Fig. 6, can make general smooth flat or make general brick line pattern around the outer face wall of the concrete structure 90 of on-the-spot pouring that same, the outer shape 98 of roofing can be made usual style.
Figure 85105612_IMG1

Claims (3)

1, a kind of device that is used for the pouring concrete in-situ building, its composition step is:
(a) many construction formworks are temporarily interconnected, form a kind of continuous apparatus with the concrete wall formwork at dual interval, described dual interval concrete wall formwork is interconnective by many wall junction plates, and described wall plate device can be determined the interior and exterior wall of described concrete structure;
(b) concrete casting of not maintenance is injected the space of being determined by described dual division wall wall form, and make described concrete can obtain maintenance;
(c) concrete wall formwork at the described dual interval of dismounting;
(d) build the roofing part of concrete structure by the following step;
In the space that described exterior wall is determined, provide a kind of temporary transient carrier arrangement; With
Many construction formworks are temporarily interconnected, form the roofing template, described roofing template is supported on the device of described support member, the periphery of described roofing transverse slat is determined by a kind of continuity member;
(e) inject the concrete of not maintenance in the scope of described roofing template and make described concrete obtain maintenance; With
(f) remove described temporary transient supporting member device and described roofing template.
2, a kind of device that is used for build on-site placing of concrete building as claimed in claim 1, it is characterized in that template has a plate, many parallel interval, the vertical element that runs through the plate face forms on described plate and becomes an integral body with plate, they are that concrete wall after the maintenance presents spill mortar joint striped, plate face between the wherein said vertical element is rough, and the another side of described template has stiffener.
3, a kind of device that is used for build on-site pouring coagulation building as claimed in claim 1 is characterized in that described template is made up of many interconnective metal forms, to determine the surface of a flat formwork, this surface has many parallel, be separated by and run through groove on it, so that build up a kind of plane concrete structure, this structure is spaced apart consistent, parallel concrete fin is strengthened, described most of metal pattern plate is included in the flat formwork that distributes between the described groove, each described flat formwork has a flat metal sheet, this metal sheet periphery has the reinforcement flange, porose on the flange, be penetrated with U pattern plate and determine the shape of groove, each asks U pattern plate to have periphery flange, has the hole on the flange so that the device that can take these templates or be fixed together apart to be installed.
CN 85105612 1985-07-23 1985-07-23 The device of pouring concrete in-situ building Pending CN85105612A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 85105612 CN85105612A (en) 1985-07-23 1985-07-23 The device of pouring concrete in-situ building

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Application Number Priority Date Filing Date Title
CN 85105612 CN85105612A (en) 1985-07-23 1985-07-23 The device of pouring concrete in-situ building

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CN85105612A true CN85105612A (en) 1987-04-15

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002064899A2 (en) * 2001-02-14 2002-08-22 Gammon Finance Limited Module
CN100352637C (en) * 2005-05-10 2007-12-05 上海市第一建筑有限公司 External storage method maintenance device of on sea large volume concrete and its method
CN106320706A (en) * 2016-08-30 2017-01-11 中国冶集团有限公司 Masonry-wall line-pipe, line-groove and line-box burying construction method
CN108005257A (en) * 2017-12-12 2018-05-08 蒋燕鑫 A kind of construction techniques
CN110869568A (en) * 2017-06-27 2020-03-06 泽尼工程建设有限公司 Improvements in reinforced concrete wall modules for building ventilation in general and special industrial building systems

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002064899A2 (en) * 2001-02-14 2002-08-22 Gammon Finance Limited Module
WO2002064899A3 (en) * 2001-02-14 2003-04-24 Gammon Finance Ltd Module
CN100352637C (en) * 2005-05-10 2007-12-05 上海市第一建筑有限公司 External storage method maintenance device of on sea large volume concrete and its method
CN106320706A (en) * 2016-08-30 2017-01-11 中国冶集团有限公司 Masonry-wall line-pipe, line-groove and line-box burying construction method
CN110869568A (en) * 2017-06-27 2020-03-06 泽尼工程建设有限公司 Improvements in reinforced concrete wall modules for building ventilation in general and special industrial building systems
CN108005257A (en) * 2017-12-12 2018-05-08 蒋燕鑫 A kind of construction techniques

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