CN1697908A

CN1697908A - Construction method for structure

Info

Publication number: CN1697908A
Application number: CN 200480000018
Authority: CN
Inventors: 柴田光雄
Original assignee: SHIBATA ENGINEERING OFFICE Ltd
Current assignee: Shibata Giken Co., Ltd.
Priority date: 2003-02-05
Filing date: 2004-02-03
Publication date: 2005-11-16
Anticipated expiration: 2024-02-03
Also published as: CN100416021C

Abstract

A construction method for structure capable of constructing ceiling slabs and floor slabs without providing cross sectional damage to ceiling beams and floor beams and repeatedly recycling mold frames used for the construction, comprising the steps of preparing a specified quantity of length-adjustable mold frame materials for forming flat surface, hanging the mold frame materials, adjacently to each other by a specified quantity, across the opposed upper edge parts of the two mold frames for beam formation horizontally separated from each other after the lengths of the mold frame materials for forming the flat surface and adjusted so that the tips of the mold frame materials are not extruded to the molding material filling spaces of the mold frames for beam formation to construct a floor surface for flowing the forming material, flowing the forming material to the floor surface for flowing the forming material to a thickness required for the slab, waiting until the forming material is solidified, disassembling the mold frames for beam formation, and separating the mold frames for forming the flat surface from a molded body and collecting the mold frames.

Description

The job practices of structure

Technical field

The present invention relates to be suitable for the structure job practices of construction of the structure that the concrete slab of tier building and the straight wall body of concrete etc. have an even surface like that and the tabular surface that is suitable for such structure construction is shaped and uses mould material.

Background technology

In the past,, adopt board construction method for the concrete slab that works as the ground of tier building and ceiling etc. being constructed in the building site.Promptly, on the ground of established lower floor, hold up a plurality of pillars, build the framework that reaches upper level, simultaneously, on this framework, flatly lay many wooden laminates, what form that concrete pouring uses is provided with ground temporarily, at this concrete that cast specific thickness on ground is set temporarily it is solidified, thereby finishes the concrete making sheet that connects between beam to adjacency.Yet, use the board construction method of this wooden laminates to have some problems, for example, the field machining of wooden laminates and framework are built etc. and to be taken time and energy very much, in addition, the wooden laminates that reclaims after framework disintegrates can only be used several times at most, therefore produces a large amount of discarded objects, and its burning expense is also higher.

As the prior art example of not using wooden laminates, the section that will be called as deck plate in addition continuously trapezoidal steel sheet is routed to plate and forms regulation zone, the such board construction method (for example Japanese Utility Model communique, the real flat 5-67716 communique (with reference to the 1st page, the 2nd page, Fig. 1) of opening) of fluid concrete thereon then.Yet, use the board construction method of this deck plate also to have some problems, for example, for the pit that concrete is filled to the deck plate surface needs the concrete of unnecessary amount, concrete use amount increases, in addition, because the protuberance on deck plate surface is from the depth of beam internal projection, so floor height exceeds requirement.

As another prior art example of not using wooden laminates, known use is called as the having an even surface of high table top, side longitudinally has the board construction method of strengthening with the steel sheet of convex strip portions overleaf.Figure 33 illustrates the key diagram of the board construction method that uses this high table top.

In Figure 33 (a), illustrate template build finish after the state of placing of concrete.In the figure, symbol 501 is the beam shaping template in left side, and symbol 502 is a right side beam shaping template.The beam in left side is shaped and has template left plate 501a, template right plate 501b, reaches template plate 501c with template 501.The beam in left side is shaped and is bearing on the beam support base 503 by 504,504 and 2 single tubes of 2 sleepers (tubing) 505,505 with template 501.Template left plate 501a is supported by vertical posture with bottom horizontal stripe 508 by top horizontal stripe 507.Template right plate 501b is supported by vertical posture with bottom horizontal stripe 510 by top horizontal stripe 509.Beam support base 503 is flatly supported by the upright pillar 506,506 that is located on the established lower floor.

Equally, the beam on right side is shaped and has template left plate 502a, template right plate 502b, reaches template plate 502c with template 502.The beam on right side is shaped and is positioned on the beam support base 511 by 512,512 and 2 single tubes of 2 sleepers (tubing) 513,513 with template 502.Template left plate 502a is supported by vertical posture with bottom horizontal stripe 515 by top horizontal stripe 514.Template right plate 502b is supported by vertical posture with bottom horizontal stripe 517 by top horizontal stripe 516.Beam support base 511 is flatly supported by the upright pillar 518,518 that is located on the established lower floor.

Beam in the left side is shaped and sets up a plurality of have elongated rectangular high table tops 519 with the direction of paper orthogonal in abutting connection with the ground level with 502 courts of template with the beam shaping on template 501 and right side, thereby forms the ground that concrete pouring is used.High table top 519 from below supports longitudinally substantially pars intermedia with square bar 521 by pillar 520 by sleeper.The surperficial 519a of high table top 519 is smooth, and side is set up in parallel a plurality of convex strip portions 519b of reinforcement towards longitudinal extension overleaf.Laying the concrete that thick D is poured into a mould on ground that high table top 519 constitutes, simultaneously, about beam be shaped with vacancy, inside 501d, the 502d of template 501,502 also fluid concrete, thereby beam about integrally formed 522,523 and the plate 524 that is connected these beams.

, high table top 519 is moved into the scene by the state that blocks in factory corresponding to the interval between beam.Certainly, because high table top is a steel sheet, so, consider and can repeatedly utilize again from material.Yet, distance between the beam of the adjacency of this tier building is on-the-spot and even each object and difference with each usually, so, to utilize again at other scene at a certain on-the-spot high table top that uses the back to reclaim, very difficult on the reality, as reclaiming high table top in order to utilize from the scene, then its site of storage also is a difficult problem again.For this reason, in using the board construction method of this high table top,, adopt after construction finishes the gimmick that high table top is stayed (state that forms what is called " embedding is dead ") by the state between beam of being set up in for fear of reclaiming from the scene.

Specifically, such shown in Figure 33 (a), when high table top 519 being set up between the left and right beam shaping usefulness template 501,502, end front end 519c for left end among the figure of high table top 519, protrude Δ L from the inner face of template right plate 501b, simultaneously, the end front end 519d of right-hand end also protrudes Δ L from the inner face of template left plate 502a among the figure.Like this, after the plate construction finished, the both ends of high table top 519 bit into the inside of beam 522,523, and high table top 519 becomes one with plate 524, and high table top 519 becomes so-called embedding death situation attitude.

The embedding death situation attitude of the high table top 519 after Figure 33 (b) illustrates template and removes.As shown in the figure, when beam is shaped when disintegrating with template 501,502, about beam 522,523 and plate 524 become and expose state.In addition, as shown in the circle of tape symbol among the figure 525 like that, the end front end 519c of high table top 519 becomes the state that protrudes in the beam 522.Equally, the end front end 519d of opposition side also becomes the state that protrudes in the beam 523.For this reason, high table top 519 remains in below the plate 524 in that its both ends are bitten under the state of beam 522,523 by the dead state of embedding.

In the board construction method of the high table top of stating in the use, because having an even surface of high table top, so, compare with the board construction method that uses deck plate, can alleviate concrete use amount, simultaneously, as use the occasion of deck plate, because the protuberance on surface is not projecting inward from depth of beam, so, have floor height and can not exceed advantages such as needs.

Yet in the board construction method that uses high table top, even will reclaim high table top after engineering finishes, because the mutual difference of distance between girders also is difficult to utilize at other scene again, so high table top becomes embedding death situation attitude more, the result produces following such problem.

The 1st, the problem that the beam strength that causes for section is damaged descends.That is, with reference to Figure 33 (a) and (b) explanations,, need make two surperficial 519a, the 519b of high table top 519 bite into the base portion Δ L of beam 522,523 for high table top embedding is dead as the front.Change viewing angle, it is damaged to this means that the volume production of nipping by high table top at the base portion of beam 522,523 has been given birth to section.For this reason, have to the intensity of beam 522,523 be descended with the amount of the damaged generation of section.The intensity of considering the damaged beam that causes of section descends, and also can consider from the design stage thickness of beam to be increased by surplus.Yet, make the concrete use amount increase corresponding amount thus, cause cost to increase, so, do not wish on such countermeasure reality to adopt.Reason when in fact, knowing such construction (section is damaged) makes designer's there be limited evidence currently of of the intensity decline this point of beam., can infer that the embedding of present high table top extremely causes the intensity of beam to descend with the damaged form of section in many tier buildings, situation is very serious for this reason.

The 2nd, the problem of the dewfall that produces for the high table top below being exposed to plate.That is, owing to high table top is made of metal, so when it was exposed in the atmosphere, the surface was easy to dewfall.For fear of this problem, as the dewfall countermeasure, need to apply engineerings such as asbestos, cause cost to rise.

The 3rd, the problem when offering the back engineering of openings at plate.That is, form the occasion of peristome at plate, high table top is an embedding death situation attitude, for this reason, must be corresponding to the peristome of plate with cutting machine etc. in high table top perforate, the engineering after the plate construction is very bothersome.

Summary of the invention

The present invention is conceived to existing problem points as described above and makes, its purpose is to provide a kind of job practices of structure, the job practices of this structure does not form section construct ceiling floor and ground panel to ceiling beam and ground beam damagedly, and, can utilize the mould material that in the plate construction, uses repeatedly again.

Another object of the present invention is to provide a kind of job practices of structure, the job practices of this structure can be constructed to the vertical wall of tier building, and finish the back in construction and reclaim the mould material that is used for the vertical wall construction, in the construction of other different vertical wall bodies of floor height, utilize again.

Another object of the present invention is to provide a kind of tabular surface to be shaped and use mould material, this tabular surface is shaped and is used for the occasion that template that plate constructs is constructed with mould material using, compare with the board construction method that uses deck plate and can alleviate concrete use amount, the protuberance that does not need to make the surface as the occasion of using deck plate is projecting inward and make floor height exceed requirement from depth of beam, can finish the back recycling in construction.

Another object of the present invention is to provide a kind of tabular surface to be shaped and use mould material, the occasion that this tabular surface is shaped and constructs in the template that uses the vertical wall construction that is used for tier building with mould material, can finish the back in construction and reclaim, use the different vertical wall body of floor height again.

Other purpose of the present invention and action effect, by the content that reference the following description secretary is carried, those skilled in the art should be easily understood that.

Structure job practices of the present invention is characterised in that the mould material that can recycle plate shaping usefulness, comprises following 4 steps.

Promptly, in the 1st step, the length-adjustable tabular surface of preparing required number is shaped and uses mould material, this tabular surface is shaped can be towards front and back to engaging 2 flat boards under the state of the rearward end of a side flat board and the leading section coincidence of the opposing party's flat board with mould material with being free to slide, and these 2 flat boards are strengthened with having flat surfaces that becomes forming face and the weight that can bear moulding material.

In the 2nd step, adjusting the tabular surface of being prepared by the 1st step between 2 beams that leave towards horizontal direction are shaped with the rising wood in opposite directions of template and rising wood is shaped with the length of mould material, make each tabular surface shaping not reach the moulding material filling vacancy of beam shaping with template with the front end of mould material, and set up required number, thereby construct the ground that moulding material is poured into a mould usefulness in abutting connection with ground.

In the 3rd step, by the ground castable material of needed thickness in the moulding material cast usefulness of constructing by the 2nd step.

In the 4th step, wait moulding material curing by the cast of the 3rd step, beam is shaped disintegrates then, and reclaim each tabular surface shaping template from the formed body separation with template.

The job practices of structure of the present invention has above formation, so, can ceiling beam and ground beam formation section not constructed to ceiling floor and ground panel damagedly, and can utilize the used mould material of plate construction repeatedly again.

Use mould material as the tabular surface shaping that is suitable for job practices of the present invention, also can adopt following such formation.That is, this tabular surface is shaped and comprises the 1st modular shuttering element and the 2nd modular shuttering element with mould material; The 1st modular shuttering element comprises flat part with the flat surfaces that becomes forming face and the reinforcement convex strip portions that protrudes and extend with linearity towards the fore-and-aft direction of flat part towards the rear side of flat part; The 2nd modular shuttering element comprises flat part with the flat surfaces that becomes forming face and the reinforcement convex strip portions that protrudes and extend with linearity towards the fore-and-aft direction of flat part towards the rear side of flat part.Here, strengthen by pressure processing flat part to be protruded towards dorsal part and form, also can and form at the rear side installation raised line parts of flat part with convex strip portions.

The reinforcement of the 1st modular shuttering element rear end side constitutes the complementary relationship that is slidingly matched of allowing both with the reinforcement of the section configuration of the specific length of convex strip portions part and the 2nd modular shuttering element front with the specific length section configuration partly of convex strip portions.Here, complementary relationship also comprises the different similarity relation of size.

In addition, partly form a part of accepting the other side's modular shuttering element when slip allows that slit, this slip allow that slit makes two modular shuttering elements slide under the state that mutual flat part overlaps and reinforcement cooperatively interacts with convex strip portions in the specific length part of the 1st modular shuttering element rear end side or the specific length of the 2nd modular shuttering element front.

In addition, the specific length of the specific length of the flat part of the 1st modular shuttering element front part and the 2nd modular shuttering element rearward end partly forms and does not have the thin-walled suspended portion of strengthening with convex strip portions.

In addition, the 1st modular shuttering element and the 2nd modular shuttering element flat part that overlaps, and can engage under strengthening with the state of convex strip portions cooperating with being free to slide, thereby can be in prescribed limit towards front and back to adjustment length.

As use above tabular surface to be shaped and use mould material, then compare with the board construction method that uses deck plate, can alleviate concrete use amount, in addition, can be as the occasion of use deck plate do not make floor height exceed needs towards the protuberance on the projecting inward surface of depth of beam.

In addition, this tabular surface is shaped different with high table top with mould material, adjustable length, so, even, also can easily be suitable for all building sites in the different occasion in space of the beam of each building site, for this reason, can after construction finishes, be recovered in a certain on-the-spot mould material that uses and re-use, utilize mould material repeatedly again, can significantly save the expense of this plate construction works at other scene.

In addition, this tabular surface is shaped with mould material owing to can utilize repeatedly again, so, do not need embedding at the scene dead, the scene of can solving at one stroke is because problem, the dewfall that the damaged beam strength that causes of the section that becomes problem in the past that the embedding dead band comes descends generates the problem of avoiding engineering, the problem that reaches the opening engineering of run-through board.

Be shaped with in the mould material at above-mentioned tabular surface, allow slit as slip, also can adopt from its front-end edge turn left towards the rear part on the right side liftoff with linearity in accordance with regulations the length incision be positioned at downside modular shuttering element flat part and slit is allowed in the slip that forms.The connecting portion that slit is accepted to connect the flat part of the modular shuttering element that is positioned at upside up and down and strengthened using convex strip portions is allowed in the slip of such structure.For this reason, the 1st modular shuttering element and the 2nd modular shuttering element are allowed slit restriction moving to left and right direction by slip.

Be shaped with in the mould material at above-mentioned tabular surface, allow slit as slip, also can adopt from its front-end edge turn left towards the rear part on the right side liftoff with linearity in accordance with regulations the length incision flat part that is positioned at the modular shuttering element of upside allow slit with the slip of strengthening forming with the connecting portion of convex strip portions.The slip of such structure allows that slit acceptance is positioned at the flat part of the modular shuttering element of downside.For this reason, the 1st modular shuttering element and the 2nd modular shuttering element by slip allow slit restriction towards upper and lower to move.

Be shaped with in the mould material at above-mentioned tabular surface, the flat part ground that object can successfully be accepted to become in the interval of allowing slit of sliding equally keeps predetermined distance from the inside portion of slip slit to the inlet portion cardinal principle.As formation, then the slip of the 1st modular shuttering element during length adjustment and the 2nd modular shuttering element is smooth, can alleviate field operation personnel's labour.

Be shaped with in the mould material at above-mentioned tabular surface, the reinforcement that also can make the 1st modular shuttering element rear end side is protruded suitable distance with the reinforcement of the front end of convex strip portions and/or the 2nd modular shuttering element front with the front end that the front end of convex strip portions compares corresponding flat part.As formation, then when the 1st modular shuttering element engages with the 2nd modular shuttering element, can not be subjected to the mutual interference ground of flat part front end and will strengthen docking cooperation mutually with convex strip portions.For this reason, the operation that engages with the 2nd modular shuttering element when integrated of the 1st modular shuttering element that will be in released state is good.

Be shaped with in the mould material at above-mentioned tabular surface, also can make the reinforcement of the 1st modular shuttering element use the section configuration of convex strip portions to be mutual similar relation to the reinforcement of the 2nd modular shuttering element with the section configuration of convex strip portions, and form and make these 2 reinforcements large-diameter portion divides and the step of path part is constructed towards vertically being divided into a side of convex strip portions, and path part relatively the opposing party's reinforcement insert with convex strip portions, and be processed to form the path part of the reinforcement usefulness convex strip portions of a side by pull and stretch with step structure.According to such formation, the 1st modular shuttering element and the joint of the 2nd modular shuttering element are inserted into the opposing party's member with convex strip portions by the reinforcement with side's member reinforcement cooperates both with the large-diameter portion of convex strip portions and realizes.For this reason, the slip joint of the 1st modular shuttering element and the 2nd modular shuttering element is very well.In addition, owing to adopt pull and stretch processing in order to strengthen forming step structure with convex strip portions, so, but one and to make large-diameter portion branch and path part low man-hour.In addition, use the raised line material of identical thickness at the 1st modular shuttering element and the 2nd modular shuttering element, can only the raised line material of arbitrary modular shuttering element carry out pull and stretch processing to being used for wherein, can realize also that by the generalization of material cost reduces.In addition, be used in order to realize that step structure adopts pull and stretch processing, so, compare the intensity raising with the occasion of joints such as welding as the parts that separate with large-diameter portion being divided with the path part.At this moment, be made as the V font with the section configuration of convex strip portions, then become the high triangular section structure of bending strength, and the material usage charges also can be minimum, also correspondingly weight reduction as strengthening.

As the material of flat part, the material of compatibly selecting to re-use gets final product, and considers from intensity and price, preferably uses thin metallic plate material (steel plate, aluminium sheet etc.).In addition, the intensity that the thickness of flat part can be by consider requiring, price, and weight decision, in this form of implementation, used thickness is that 0.6mm～1.6mm (is preferably the steel plate about 0.8mm～1.0mm).

The job practices of the structure of considering from another side of the present invention is characterised in that the mould material that can utilize wall body shaping usefulness repeatedly again, comprises following 4 steps.

In the 2nd step, the tabular surface of being prepared by the 1st step corresponding to the floor height adjustment of each layer between ground and ceiling beam is shaped with the length of mould material, and separate the distance suitable and make forming face mutually opposed and set up, thereby construct wall shaping template in abutting connection with ground with desired wall thickness.

In the 3rd step, be shaped with template castable material at the wall of constructing by the 2nd step.

The job practices of structure of the present invention has above formation, so, using the occasion that the used template of vertical wall construction that is used for tier building is constructed, can finish the back in construction and reclaim, use the different vertical wall body of floor height again.

Use mould material as the tabular surface shaping that is suitable for job practices of the present invention, also can adopt following such formation.That is, this tabular surface is shaped and comprises the 1st modular shuttering element and the 2nd modular shuttering element with mould material; The 1st modular shuttering element comprises flat part with the flat surfaces that becomes forming face and the reinforcement convex strip portions that protrudes and extend with linearity towards the fore-and-aft direction of flat part towards the rear side of flat part; The 2nd modular shuttering element comprises flat part with the flat surfaces that becomes forming face and the reinforcement convex strip portions that protrudes and extend with linearity towards the fore-and-aft direction of flat part towards the rear side of flat part.

The reinforcement of the 1st modular shuttering element rear end side constitutes the complementary relationship that is slidingly matched of allowing both with the reinforcement of the section configuration of the specific length of convex strip portions part and the 2nd modular shuttering element front with the specific length section configuration partly of convex strip portions.Here, complementary relationship also comprises the different similarity relation of size.In addition, partly form a part of accepting the other side's modular shuttering element when slip allows that slit, this slip allow that slit makes two modular shuttering elements slide under the state that mutual flat part overlaps and reinforcement cooperatively interacts with convex strip portions in the specific length part of the 1st modular shuttering element rear end side or the specific length of the 2nd modular shuttering element front.In addition, form right angle warpage sheet at the left and right sides edge of the flat part of the left and right sides edge of the flat part of the 1st modular shuttering element and the 2nd modular shuttering element towards rear side.In addition, the rearward end backing at the flat part of the leading section of the flat part of the 1st modular shuttering element and the 2nd modular shuttering element has the horizontal stripe that extends to left and right direction.In addition, the 1st modular shuttering element and the 2nd modular shuttering element flat part that overlaps, and can engage under strengthening with the state of convex strip portions cooperating with being free to slide, thereby can be in prescribed limit towards front and back to adjustment length.

Such mould material is after adjusting length corresponding to the floor height of each layer, vertically be set up between ground and the ceiling beam substantially by front horizontal stripe and rear end side horizontal stripe, and closely engage the mould material of adjacency by right angle warpage sheet, be shaped and use template thereby can construct wall body.For this reason, in the occasion that the template of the vertical wall construction that is used for tier building is constructed, construction finishes the back reclaims, recycling to the different vertical wall body of floor height, the reduction of erection time, reduces engineering cost significantly.

In addition, this tabular surface is shaped with mould material when vertically erecting use, and upper end and bottom are firmly fixed at support by front horizontal stripe and rear end side horizontal stripe respectively, simultaneously, for the mould material of adjacency, can closely engage by the right angle warpage sheet of left and right sides side edge part.For this reason, after the wall body of finishing purpose is with template, concrete pouring to wherein, also can be born the liquid head that liquid concrete produces well, also have liquid concrete and the advantage that spills such as be difficult for from the mutual gap of template.

Be shaped with in the mould material at above-mentioned tabular surface, the reinforcement that also can make the 1st modular shuttering element rear end side is protruded suitable distance with the reinforcement of the front end of convex strip portions and/or the 2nd modular shuttering element front with the front end that the front end of convex strip portions compares corresponding flat part.As formation, then when the 1st modular shuttering element engages with the 2nd modular shuttering element, can not make the flat part front end will strengthen docking cooperation mutually with convex strip portions with interfering mutually.For this reason, the operation that engages with the 2nd modular shuttering element when integrated of the 1st modular shuttering element that will be in released state is good.

Be shaped with in the mould material at above-mentioned tabular surface, also can make the reinforcement of the 1st modular shuttering element use the section configuration of convex strip portions to be mutual similar relation to the reinforcement of the 2nd modular shuttering element with the section configuration of convex strip portions, and form and make these 2 reinforcements large-diameter portion divides and the step of path part is constructed towards vertically being divided into a side of convex strip portions, and path part relatively the opposing party's reinforcement insert with convex strip portions, and be processed to form the path part of the reinforcement usefulness convex strip portions of a side by pull and stretch with step structure.According to such formation, the reinforcement of the joint of the 1st modular shuttering element and the 2nd modular shuttering element by the reinforcement of side's member being inserted into the opposing party's member with the minor diameter part of convex strip portions cooperates both with the large-diameter portion of convex strip portions and realizes.For this reason, the slip joint of the 1st modular shuttering element and the 2nd modular shuttering element is very well.In addition, owing to adopt pull and stretch processing in order to strengthen forming step structure with convex strip portions, so, but one and to make large-diameter portion branch and path part low man-hour.In addition, use the raised line material of identical thickness at the 1st modular shuttering element and the 2nd modular shuttering element, can only the raised line material of arbitrary modular shuttering element carry out pull and stretch processing to being used for wherein, can realize also that by the generalization of material cost reduces.In addition, adopt pull and stretch processing in order to realize step structure, so, compare the intensity raising with the occasion of joints such as welding as the parts that separate with large-diameter portion being divided with the path part.At this moment, be made as the V font with the section configuration of convex strip portions, then become the high triangular section structure of bending strength, and the material usage charges also can be minimum, also correspondingly weight reduction as strengthening.

Be shaped with in the mould material at above-mentioned tabular surface,, also can offer locating hole by proper spacing at the right angle warpage sheet about right angle warpage sheet about the 1st modular shuttering element and the 2nd modular shuttering element for the ground configuration of the mutual proper alignment of the mould material that makes adjacency.According to such formation, even whether be difficult to differentiate the mutual forming face of the mould material of adjacency consistent, or be difficult to judge whether height up and down is consistent, rely on locating hole, the so simple operation of right angle warpage sheet of the mould material by the adjacency that is bonded with each other, naturally proper alignment ground disposes the mould material of adjacency, the operation that improves the installation exercise of mould material.

Description of drawings

Fig. 1 uses the side view (the 1st form of implementation) of the surface state up of mould material (ground is used) for tabular surface is shaped.

Fig. 2 is shaped with the A-A line profile and the plan view (the 1st form of implementation) of mould material (ground is used) for tabular surface.

Fig. 3 is the rear end side phantom drawing (the 1st form of implementation) of the 1st modular shuttering element.

Fig. 4 is the front phantom drawing (the 1st form of implementation) of the 2nd modular shuttering element.

Fig. 5 builds the key diagram of state for template.

Fig. 6 is for comparatively illustrating the key diagram of overhang bracket method in the present invention and prior art example.

Fig. 7 is the key diagram of the concrete pouring state after template is shown builds.

Fig. 8 is Action Specification figure of the present invention.

Fig. 9 is the conversion example (its 1) of engagement formation.

Figure 10 is the conversion example (its 2) of engagement formation.

Figure 11 is for illustrating the underside perspective view (2nd form of implementation) of tabular surface shaping with the released state of mould material (ground is used).

Figure 12 is the pie graph (the 2nd form of implementation) of the 1st modular shuttering element.

Figure 13 is the end view drawing of deciding what is right and what is wrong (the 2nd form of implementation) of the 1st modular shuttering element.

Figure 14 is the pie graph (the 2nd form of implementation) of the 2nd modular shuttering element.

Figure 15 is for illustrating the ground plan (2nd form of implementation) of tabular surface shaping with the joint midvoyage condition of mould material (ground is used).

Figure 16 is for illustrating the formation phantom drawing (2nd form of implementation) of tabular surface shaping with the engagement state of mould material (ground is used).

Figure 17 is for illustrating the underside perspective view (3rd form of implementation) of tabular surface shaping with the released state of mould material (ground is used).

Figure 18 is the pie graph (the 3rd form of implementation) of the 1st modular shuttering element.

Figure 19 is the end view drawing of deciding what is right and what is wrong of the 1st modular shuttering element.

Figure 20 divides for large-diameter portion and path structure key diagram partly.

Figure 21 is the pie graph (the 3rd form of implementation) of the 2nd modular shuttering element.

Figure 22 is the profile (the 3rd form of implementation) of the junction of the 1st modular shuttering element and the 2nd modular shuttering element.

Figure 23 is shaped with the back elevation (the 4th form of implementation) of mould material (wall is used) for tabular surface.

Figure 24 is shaped with the I-I line profile (the 4th form of implementation) of mould material (wall is used) for tabular surface.

Figure 25 is shaped with the J-J line profile (the 4th form of implementation) of mould material (wall is used) for tabular surface.

Figure 26 is for illustrating the phantom drawing (4th form of implementation) of tabular surface shaping with the state of building of mould material (wall is used).

Figure 27 is the key diagram in abutting connection with the template fixing means.

Figure 28 uses the key diagram of the suitable example of mould material (wall is used) for tabular surface is shaped.

Figure 29 is the back elevation of the state of building of mould material (wall is used).

Figure 30 is for illustrating the key diagram of tabular surface shaping with the configuration status in opposite directions of mould material (wall is used).

Figure 31 uses the profile of the modified example (its 1) of mould material (wall is used) for tabular surface is shaped.

Figure 32 uses the profile of the modified example (its 2) of mould material (wall is used) for tabular surface is shaped.

Figure 33 is the key diagram of existing job practices.

The specific embodiment

Describe a preferred form of implementation of the present invention with reference to the accompanying drawings in detail.For the purpose of prudent, illustrate specially that main idea of the present invention only is defined by the claims, following form of implementation only illustrates an example of the present invention.

The novel tabular surface that Fig. 1 develops for the present inventor is shaped with the side view (the 1st form of implementation) of the surface state up of mould material (ground is used).In the figure, this tabular surface is shaped and comprises the 1st modular shuttering element 100 and the 2nd modular shuttering element 150 with mould material 1; The 1st modular shuttering element 100 have along total length be provided with the flat surfaces 101s that becomes forming face (face that contacts with moulding material such as concrete) flat part 101 and towards the rear side of flat part 101 (among the figure below side) protrude and also the reinforcement of extending with linearity towards the fore-and-aft direction (left and right directions among the figure) of flat part 101 with convex strip portions 102; The 2nd modular shuttering element 150 have along total length be provided with the flat part 151 that becomes the flat surfaces of forming face 151s and towards the rear side of flat part 151 (among the figure below side) protrude and also the reinforcement of extending with linearity towards the fore-and-aft direction (left and right directions among the figure) of flat part 151 with convex strip portions 152.

As the back describes in detail, the 1st modular shuttering element 100 and the 2nd modular shuttering element 150 are under the state that flat part 101,151 is overlapped and strengthen cooperating with convex strip portions 102,152, can engage with being free to slide, thus can be towards front and back to adjusting length in prescribed limit.

Fig. 2 illustrates the A-A line end view drawing and the plan view (the 1st form of implementation) of this mould material (ground is used).In Fig. 1 and Fig. 2 (b), in order to map conveniently, the length of fore-and-aft direction is dwindled and is drawn, but in fact the flat part 151 of the flat part 101 of the 1st modular shuttering element 100 and the 2nd modular shuttering element 150 all forms towards front and back to elongated rectangle.As its material, in this embodiment, adopt 0.6～1.6mm (to be preferably the thin-walled steel plate of left and right thickness of 0.8mm～1.0mm), to realize lightweight.The width of mould material 1 is suitably set with the length of fore-and-aft direction with conforming to the Modular building specification of the building site that becomes object and is got final product.In this embodiment, the width W 1 of flat part 101 and flat part 151 is 630mm.In addition, the total length L1 of the fore-and-aft direction of mould material 1 prepares 8 kinds of specifications.The length adjustment scope of each specification is 1400～1900mm, 1900～2400mm, 2400～2900mm, 2900～3400mm, 3400～3900mm, 3900～4400mm, 4400～4900mm, 4900～5400mm.Shown in this example, the flat part 101 (downside) of the 1st modular shuttering element is 500mm with the sliding stroke L2 of the coincidence part 190 that the flat part 151 (upside) of the 2nd modular shuttering element overlaps.

The 1st modular shuttering element shown in Figure 3 connects side end face phantom drawing (the 1st form of implementation), the connection side end face phantom drawing (the 1st form of implementation) of the 2nd modular shuttering element shown in Figure 4.As shown in Figure 3, the flat part 101 of the 1st modular shuttering element 100 be provided with towards rear side (in the drawings for below side) protrude and also the reinforcement of extending with linearity towards the fore-and-aft direction of flat part 101 with convex strip portions 102.In the figure, be parallel to each other and 3 reinforcements be set with convex strip portions 102 by equal intervals.Reinforcement gets final product as the intensity of the steel plate of flat part 101 with as the concrete weight decision of moulding material by considering with the mutual interval of convex strip portions.Strengthen with convex strip portions 102, such as shown in the figure, be provided with 102a of slice portion with linearity section and the thick bar 102b of portion with hollow triangle section.Reinforcement with such section configuration will constitute the steel sheet warpage of flat part 101 with convex strip portions 102 by pressure processing and form.For the 102a of slice portion, engage by tack welding especially, make 2 steel plates of fluid-tight engagement in opposite directions not separated at its vertical suitable position.The side edge part in left side is provided with and connects with lug 104 in the figure of flat part 101, and this connections makes formation flat part 101 with lug 104 steel plate is flexed into the right angle and constitutes towards rear side.This connects uses lug 104 to be shaped with the occasion of mould material 1 in configuration multi-disc arranged side by side, the shaping connection slit 106 (with reference to Fig. 2 (b)) of mould material 1 that is inserted into adjacency.In the drawings, form by the steel plate warpage that will constitute flat part 101 by pressure processing and to strengthen with convex strip portions 102, even but flat part 101 with strengthen constituting by the parts that separate with convex strip portions 102, the usefulness solder joints both, also can obtain same structure.

As shown in Figure 4, the flat part 151 of the 2nd modular shuttering element 150 be provided with towards rear side protrude and also the reinforcement of extending with linearity towards the fore-and-aft direction of flat part 151 with convex strip portions 152.Such as shown in the figure, strengthen comprising 152a of slice portion with parallel 2 linearity sections and the thick bar 152b of portion with hollow triangle section with convex strip portions 152.Such reinforcement will constitute the steel sheet warpage of flat part 151 by pressure processing equally with convex strip portions 152 and form.In the figure, the 152a of slice portion 2 steel plates are in opposite directions drawn with opening more greatly.This allows slit 157 in order to draw clearly to slide, and exaggerates in a measure than reality.

Like this, slip allows that slit 157 is such shown in Fig. 2 (b), from its front-end edge (rear end 107 the figure) towards the rear (the place ahead among the figure) to the left and right discretely in accordance with regulations length (L2) be positioned at linearity incision downside modular shuttering element 150 flat part 151 and form, allow that by this slip slit 157 accepts to connect the flat part 101 of the modular shuttering element 100 that is positioned at upside up and down and strengthen the 102a of slice portion with convex strip portions 102.More specifically say, the surface that results from flat part 101 towards front and back in the crack of extending, the part suitable with engaging zones 101p is by the spot welding closure, the part suitable with disengaged regional 101q forms the open state that does not have spot welding, and this disengaged regional 101q allows that as slip slit 157 works.

Shown in Fig. 1 and Fig. 2 (b), be arranged on the smooth mounting portion 103 that is strengthened under the thin-walled state in the specific length part of the front end 105 of the 1st modular shuttering element 100 by backing steel plate etc., equally, the specific length part in the rear end 156 of the 2nd modular shuttering element 150 also is provided with the smooth mounting portion 153 that is strengthened by backing steel plate etc. under the thin-walled state.These mounting portions 103,153 as the back like that with reference to Fig. 5 explanation, when the beam that mould material 1 is set up in adjacency was shaped with 125,126 of templates, mounting arrived top horizontal stripe 133 and top horizontal stripe 138 respectively.

As described above, this tabular surface is shaped and has the 1st modular shuttering element 100 and the 2nd modular shuttering element 150 with mould material 1.The 1st modular shuttering element 100 comprise have the flat part 101 that becomes the flat surfaces of forming face 101s and towards the rear side of flat part 101 protrude and also the reinforcement of extending with linearity towards the fore-and-aft direction of flat part 101 with convex strip portions 102; Equally, the 2nd modular shuttering element 150 comprise have the flat part 151 that becomes the flat surfaces of forming face 151s and towards the rear side of flat part 151 protrude and also the reinforcement of extending with linearity towards the fore-and-aft direction of flat part 151 with convex strip portions 152.With the reinforcement of the section configuration (102a of slice portion, the thick 102b of bar portion) of specific length (L2) part of convex strip portions 102 and front end 155 sides of the 2nd modular shuttering element 150 section configuration (152a of slice portion, the thick 152b of bar portion), constitute the complementary relationship that is slidingly matched (being similarity relation in this embodiment) of allowing both in the reinforcement of the rear end of the 1st modular shuttering element 100 107 sides with specific length (L2) part of convex strip portions 152.Slit 157 is allowed in specific length part (L2) formation slip in the rear end of the 1st modular shuttering element 100 107 sides, this slip is allowed when slit 157 makes two modular shuttering elements 100,150 slide under the state that mutual flat part 101,151 overlaps and reinforcement cooperatively interacts with convex strip portions 102,152, accepts the part (102a of slice portion) of the other side's modular shuttering element (being the 1st modular shuttering element 100 in this embodiment).The specific length of the flat part 101 of front end 105 sides of the 1st modular shuttering element 100 partly forms the mounting portion 103 that is strengthened under the state of thin-walled, in addition, the specific length of rear end 156 sides of the 2nd modular shuttering element 150 part also forms the mounting portion 153 that is strengthened under the thin-walled state.(flat part 101 is in upside in coincidence part 190 coincidences mutually making flat part 101,151 for the 1st modular shuttering element 100 and the 2nd modular shuttering element 150, flat part 151 is in downside) and reinforcement is cooperatively interacted with convex strip portions, and (reinforcement is in the inboard with convex strip portions 102, outside strengthening being in convex strip portions 152) state under can engage with being free to slide, like this, mould material 1 can be in prescribed limit (L2) towards front and back to adjusting length.The tabular surface that obtains is shaped with after the compartment of terrain adjustment length of mould material 1 corresponding to 2 beams that suitably leave like this, flatly set up substantially between these beams by front mounting portion 103 and rear end side mounting portion 153, and the member of the adjacency part that overlaps, be shaped and use template thereby can construct plate.

Below, describe the board construction method that uses tabular surface shaping to use mould material 1 in detail with above-mentioned formation according to Fig. 5～Fig. 8.Fig. 5 illustrates and uses the template of mould material 1 to build state.

Board construction method of the present invention is made of 4 steps that comprise the 1st step～the 4th step.In the 1st step, the length-adjustable tabular surface of preparing required number is shaped and uses mould material, this tabular surface is shaped and can constitutes to engaging 2 flat boards towards front and back under the state of the rearward end of a side flat board and the leading section coincidence of the opposing party's flat board with mould material with being free to slide, and these 2 flat boards are strengthened with having flat surfaces that becomes forming face and the weight that can bear moulding material.Here said " tabular surface is shaped and uses mould material " can use the tabular surface that describes in detail with reference to Fig. 1～Fig. 4 to be shaped with mould material 1.

In ensuing the 2nd step, be shaped with between the rising wood in opposite directions (top horizontal stripe 133) and rising wood (top horizontal stripe 138) of template 125,126 at 2 beams that leave towards horizontal direction, the tabular surface that adjustment is prepared by the 1st step is shaped with the length of mould material 1, make each tabular surface shaping not reach the moulding material filling vacancy 145,146 of beam shaping with template 125,126 with the front end (front end 105 of flat part 101, the rear end 156 of flat part 151) of mould material 1, and set up required number, thereby construct the ground that moulding material is poured into a mould usefulness in abutting connection with ground.

That is, in Fig. 5, symbol 125 is used template for the beam for the left side is shaped, and symbol 126 is used template for right side beam is shaped.Left side beam is shaped and has template left plate 125a, template right plate 125b, reaches template plate 125c with template 125.Left side beam is shaped and is bearing on the beam support base 127 by 128,128 and 2 tubing of 2 sleepers (single tube) 129,129 with template 125.Template left plate 125a is supported by vertical posture with bottom horizontal stripe 132 by top horizontal stripe 131.Equally, template right plate 125b is supported by vertical posture with bottom horizontal stripe 134 by top horizontal stripe 133.Beam support base 127 is flatly supported by the pillar 130,130 that founds the band upper seat on the ground 147 that is located at the lower floor that has been provided with.

Equally, right side beam is shaped and has template left plate 126a, template right plate 126b, reaches template plate 126c with template 126.Right side beam is shaped and is bearing on the beam support base 135 by 136,136 and 2 tubing of 2 sleepers (single tube) 137,137 with template 126.Template left plate 126a is supported by vertical posture with bottom horizontal stripe 139 by top horizontal stripe 138.Template right plate 126b is supported by vertical posture with bottom horizontal stripe 141 by top horizontal stripe 140.Beam support base 135 is flatly supported by the upright pillar 142,142 that is located at the ground band upper seat of the lower floor that has been provided with.

Like this, as framework build and about beam be shaped and finish with building of template 125,126, then next left side beam be shaped with template 125 and right side beam shaping with template 126 between court set up a plurality of mould materials of the present invention 1 with the direction of paper orthogonal in abutting connection with the ground level.Like this, form the ground that concrete pouring is used.Mould material 1 is supported the part of coincidence part 190 from the below by pillar 143 with square bar 144 by sleeper.The 1st modular shuttering element 100 and the 2nd modular shuttering element 150 are strengthened along its total length with convex strip portions 102,152 by strengthening respectively, so, below the coincidence part 190 that exists by its coincidences of pillar 143 supporting with square bar 144 by sleeper, can bear concrete weight fully as moulding material.Basically do not need more unnecessary supporting, so, can reduce framework and build man-hour.

Particularly in the 2nd step, must adjust length, make the tabular surface shaping not reach the moulding material filling vacancy 145,146 of beam shaping with template 125,126 with the front end (rear end 156 of front end the 105, the 2nd modular shuttering element 150 of the 1st modular shuttering element 100) of template.

Fig. 6 comparatively illustrates the overhang bracket method in the present invention and prior art example.Shown in Fig. 6 (b), like that, in the overhang bracket method of prior art, as the front illustrates with reference to Figure 31,, make the front end 519d of high table top 519 in template left plate 502a, face vacancy 523 projecting inward Δ L for the dead high table top 519 of embedding.And in overhang bracket method of the present invention, flexible like that shown in two arrows of horizontal direction among the figure, the length of adjustment mould material 1 does not protrude in the vacancy 146 front end 156 of mould material 1, and mounting portion 153 is set up on the top horizontal stripe 138.Fig. 6 has illustrated that right side beam is shaped with template 126, but is shaped with the overhang bracket method of template 125 too for left side beam, make front end 105 not protrude into vacancy 145 and adjust interiorly, simultaneously with mounting portion 103 mountings to top horizontal stripe 133.

In ensuing the 3rd step, pour into a mould the concrete of the ground cast of usefulness as moulding material at the moulding material of constructing by the 2nd step.Concrete pouring state after template shown in Figure 7 is built.As shown in the drawing like that, with concrete pouring on setting up the ground that a plurality of mould materials 1 constitute side by side the time, the concrete of cast is poured into vacancy 145 and the right side beam that left side beam is shaped with template 125 respectively and is shaped with the vacancy 146 of template 126.As a result, as shown in Figure 7, by concrete casting being formed thickness D, thus the beam 123,124 about being shaped integratedly and should become the plate 148 on ground.

In ensuing the 4th step, wait concrete curing as moulding material by the cast of the 3rd step, beam is shaped disintegrates then, and be shaped with template 1 from reclaiming each tabular surface as plate 148 separation of formed body with template 125,126.Fig. 8 (a) illustrates the tabular surface shaping and removes preceding state with mould material.In this embodiment, the beam about is shaped and has disintegrated with template 125,126.Front end that focuses on mould material 1 105 and the rear end 156 of this moment all do not bite into beam 123,124.The completion status of concrete slab is shown in Fig. 8 (b).When removing 143 and sleeper when removing mould material 1 with square bar 144, as by shown in the circle of tape symbol a like that, obtain not exist fully the damaged beam of section 123,124.

In Fig. 1～mould material 1 shown in Figure 4, the engagement formation of the 1st modular shuttering element 100 and the 2nd modular shuttering element 150 also can be considered multiple in addition.Fig. 9 and Figure 10 illustrate other engagement formation.Shown in Fig. 9 (a) in the engagement formation, make the flat part 101A of the 1st modular shuttering element be in upside, make the flat part 151A of the 2nd modular shuttering element be positioned at downside, both are overlapped, and the convex strip portions 152A of the convex strip portions 102A of the 1st modular shuttering element and the 2nd modular shuttering element forms the isosceles triangle section.In this occasion, slide allow slit 157A by from its front-end edge towards the rear to the left and right discretely in accordance with regulations length form with the flat part 151A that the linearity incision is positioned at the modular shuttering element of downside.Allow that by this slip slit 157A accepts to connect up and down the flat part 101A and the necking part of strengthening with convex strip portions 102A of the modular shuttering element that is positioned at upside.

In engagement formation shown in Fig. 9 (b), make the flat part 101B of the 1st modular shuttering element be in upside, make the flat part 151B of the 2nd modular shuttering element be positioned at downside, both are overlapped, and the convex strip portions 152B of the convex strip portions 102B of the 1st modular shuttering element and the 2nd modular shuttering element forms the inverted T-shape section.In this occasion, slide and to allow that slit 157B turns left towards the rear from its front-end edge and part liftoff length in accordance with regulations is positioned at the modular shuttering element of downside with the linearity incision flat part 151B ground formation on the right side.Allow that by this slip slit 157B accepts to connect up and down the flat part 101B and the connecting portion of strengthening with convex strip portions 102B of the modular shuttering element that is positioned at upside.

Engagement formation shown in Figure 10 be can't help 1 thin plate steel plate of pressure processing warpage and is formed convex strip portions, but flat part and reinforcement are formed the parts that separate with convex strip portions, fixes both by welding.In addition, different with the embodiment of Fig. 1～Fig. 9 in this embodiment, can't help the convex strip portions of the 1st modular shuttering element around the convex strip portions of the 2nd modular shuttering element to surround.That is, shown in Figure 10 (a), like that,, have flat part 101C and the convex strip portions 102C that is fixedly welded on the L word shape section of its rear side at the junction surface of the 1st modular shuttering element.In addition, like that, the junction surface of the 2nd modular shuttering element comprises flat part 151C that having slides allows slit 157C and the reinforcement convex strip portions 152C that is fixedly welded on its rear side shown in this figure (b).That is, slide and to allow that slit 157C turns left towards the rear from its front-end edge and part liftoff length in accordance with regulations is positioned at the modular shuttering element of downside with the linearity incision flat part 151C ground formation on the right side.Allow that by this slip slit 157C accepts to connect up and down the flat part 101C and the connecting portion of strengthening with convex strip portions 102C of the modular shuttering element that is positioned at upside like that shown in Figure 10 (c).

Like this, as making the 1st modular shuttering element and the engagement formation that the 2nd modular shuttering element can engage with being free to slide under the state that overlaps at flat part and strengthen cooperatively interacting, can adopt various structures with convex strip portions.Therefore, can understand like this, that is, as long as the reinforcement of the 1st modular shuttering element rear end side constitutes the complementary relationship that is slidingly matched of allowing both with the reinforcement of the section configuration of the specific length part of convex strip portions and the 2nd modular shuttering element front with the specific length section configuration partly of convex strip portions.In addition, also have a bit very important, promptly, partly form to slide in the specific length of the specific length of the 1st modular shuttering element rear end side part or the 2nd modular shuttering element front and allow slit 157A～157C, when under the state that overlaps at mutual flat part and strengthen cooperatively interacting with convex strip portions two modular shuttering elements being slided, this slip allows that slit 157A～157C accepts the part of the other side's modular shuttering element.

Figure 11 illustrates the underside perspective view (2nd form of implementation) of tabular surface shaping with the released state of mould material (ground is used).The tabular surface of the 2nd form of implementation is shaped and is characterised in that with mould material (ground is used): (1) flat part forms the parts that separate with reinforcement with convex strip portions, fixes both by welding; (2) slide allow slit by from its front-end edge towards the rear toward up and down discretely with linearity in accordance with regulations the length incision be positioned at upside modular shuttering element flat part with strengthen forming with convex strip portions, and, allow that by this slip slit acceptance is positioned at the flat part of the modular shuttering element of downside; (3) make the convex strip portions of the 1st modular shuttering element side or the 2nd modular shuttering element side form the step structure that is divided into large-diameter portion branch and path part; (4) make flat part ground that the interval allow slit of sliding can successfully accept to become object remain certain intervals substantially to inlet portion from the inside portion of slip slit; (5) reinforcement that makes the 1st modular shuttering element rear end side is protruded suitable distance with the front end of convex strip portions than the front end of corresponding flat part with the reinforcement of the front end of convex strip portions and/or the 2nd modular shuttering element front, like this, when the 1st modular shuttering element engages with the 2nd modular shuttering element, can avoid being subjected to the mutual interference of flat part front end.

As shown in figure 11, tabular surface is shaped and comprises the 1st modular shuttering element 200 and the 2nd modular shuttering element 250 with mould material 2; The 1st modular shuttering element 200 have along total length be provided with the flat part 201 that becomes the flat surfaces of forming face 201s (with reference to Figure 13) and towards the rear side of flat part 201 protrude and also the reinforcement of extending with linearity towards the fore-and-aft direction of flat part 201 with convex strip portions 202; In this embodiment, strengthen forming and have path part 202a and large-diameter portion divides the step of 202b to construct with convex strip portions 202.Path part 202a and large-diameter portion divide 202b to describe in detail in the back.On the other hand, the 2nd modular shuttering element 250 have along total length be provided with the flat part 251 that becomes the flat surfaces of forming face 251s (with reference to Figure 14) and towards the rear side of flat part 251 protrude and also the reinforcement of extending with linearity towards the fore-and-aft direction of flat part 251 with convex strip portions 252.The reinforcement of the 2nd modular shuttering element 250 sides is certain with the diameter and the thickness of convex strip portions 252 along its total length.

Figure 12 illustrates the pie graph (the 2nd form of implementation) of the 1st modular shuttering element, and Figure 13 illustrates the end view drawing of deciding what is right and what is wrong (the 2nd form of implementation) of the 1st modular shuttering element.As shown in these figures, in this embodiment, constitute and strengthen using the minor-diameter steel-tube 203 of the path part 202a use of convex strip portions 202 as metal tubulation material, in addition, large-diameter portion divides 202b the same large diameter steel pipe 204 that uses as metal tubulation material.After the base portion of minor-diameter steel-tube 203 is inserted into large diameter steel pipe 204, firmly fix by suitable engagement means.As engagement means, can adopt welding, be pressed into suitable modes such as cooperation, screw.Large diameter steel pipe 204 by about 205, the 206 usefulness spot welding of L font accessory be fixed to the rear side of the flat part 201 of the 1st modular shuttering element.More specifically say, the spot welding position be set between the back side of left and right sides L font accessory 205,206 and flat part 201 and about L font accessory 205,206 and the two sides of large diameter steel pipe 204 between.The external diameter of minor-diameter steel-tube 203 is identical substantially with the internal diameter of large diameter steel pipe 204.For this reason, shown in Figure 12 (b) and Figure 13 (b), like that, keep the slip of certain interval d to allow slit 208 substantially along its total length in the flat part 201 of the 1st modular shuttering element and 203 formation of minor-diameter steel-tube.In other words, slide allow slit 208 from its front-end edge towards the rear toward up and down discretely in accordance with regulations length be positioned at the flat part 201 and the connecting portion ground formation of strengthening with raised line 203 of the modular shuttering element of upside with the linearity incision.As shown in Figure 12, the front end 209 of the minor-diameter steel-tube 203 of formation path part 202a becomes the state that protrudes distance L 3 from the ora terminalis 208 of flat part 201.In addition, backing steel plate etc. is set and the mounting portion 207 that under the thin-walled state, strengthened at the ora terminalis with ora terminalis 208 opposition sides of flat part 201.

Figure 14 illustrates the pie graph (the 2nd form of implementation) of the 2nd modular shuttering element.As shown in the drawing the thickness of the convex strip portions 252 of the 2nd modular shuttering element side or diameter are certain along its total length like that, and same, use is as the steel pipe 253 of metal tubulation material.Steel pipe 253 by about L font accessory 254,255 fix by spot welding in the rear side of flat part 251.More specifically say, between L font accessory 254,255 about the spot welding position is located at and the flat part 251 and about L font accessory 254,255 and the left and right side of steel pipe 253 between.Symbol 256 is a mounting portion.The steel pipe 253 of the 2nd modular shuttering element side uses identical steel pipe with the large diameter steel pipe of the 1st modular shuttering element side 204.For this reason, the internal diameter of steel pipe 253 is identical substantially with the external diameter of the minor-diameter steel-tube 203 of the 1st modular shuttering element side.

Figure 15 illustrates the ground plan (2nd form of implementation) of tabular surface shaping with the joint midvoyage condition of mould material (ground is used).As shown in the drawing, the 1st modular shuttering element 200 and the 2nd modular shuttering element 250 flat part 201,251 overlap a part and also the state strengthening cooperatively interacting with convex strip portions (minor-diameter steel-tube 203 of the 1st modular shuttering element side and the steel pipe 253 of the 2nd modular shuttering element side) under can engage with being free to slide, thus can be towards front and back in prescribed limit, adjusting length.

More specifically say, when under the state of mutually butt joint, make the 1st modular shuttering element 200 and the 2nd modular shuttering element 250 near the time, earlier the front end 209 of the minor-diameter steel-tube 203 of the 1st modular shuttering element side is inserted in the inlet opening of steel pipe 253 of the 2nd modular shuttering element side, then, as further with the 1st modular shuttering element 200 near the 2nd modular shuttering element 250, the flat part 251 that then is positioned at the 2nd modular shuttering element of downside is accepted slip and allows slit 208, thereby both can engage in the prescribed stroke scope with being free to slide.At this moment, the interval d allow slit 208 that slides keeps certain along its total length, so, when successfully being inserted into to slide, the flat part 251 of the 2nd modular shuttering element allows in the slit 208 that the operating personnel can carry out slide with lighter power.

For in the fixing slip of suitable sliding position, insert suitable pin in the intersection of two flat parts 201,251, or carry out screw etc., thereby can fix by suitable length.

Figure 16 illustrates the pie graph (2nd form of implementation) of tabular surface shaping with the engagement state of mould material (ground is used).As shown in the drawing, particularly such shown in Figure 16 (b) when two modular shuttering elements 200,250 engage, the flat part 250 that the flat part 200 of the 1st modular shuttering element is in upside, the 2nd modular shuttering element is in downside ground coincidence two flat parts.In addition, become the state that inserts the minor-diameter steel-tube 203 of the 1st modular shuttering element side in the inside of the steel pipe 253 of the 2nd modular shuttering element side.As shown in the figure, the shape of two steel pipes 203,253 all is circular (similar shape), so the cooperation of two steel pipes 203,253 is reliable, and can successfully slide.

Tabular surface according to the 2nd form of implementation is shaped with mould material 2 like this, with flat part 201,251 with strengthen with convex strip portions 202,252 as the parts that separate, form by both structures of solder joints, so, compare with the 1st form of implementation of working pressure processing, reduce during worker, can reduce cost.In addition,,, adopt the step structure, so the interval d that allows slit 208 of sliding is certain substantially along its total length as the reinforcement of the 1st modular shuttering element side formation with convex strip portions 202 in the occasion of the 2nd form of implementation.For this reason, when engaging two modular shuttering elements 200,250, can successfully carry out slip between the two.In addition, because the reinforcement of the 1st modular shuttering element side ora terminalis protrusion distance L 3 of the front end 209 of convex strip portions 202 from flat part 201, so, when the joint of two modular shuttering elements 200,250 begins, the flat part 201,251 of two modular shuttering elements is not interfered mutually, can be really and easily the reinforcement of the 1st modular shuttering element side is inserted into the front end of the reinforcement usefulness convex strip portions 252 of the 2nd modular shuttering element 250 sides with the front end 209 of convex strip portions 202.

Tabular surface according to the 2nd form of implementation of such formation is shaped with mould material 2, same with the modular shuttering element 1 of the 1st form of implementation, after adjusting length corresponding to the interval of 2 beams that suitably leave, flatly set up substantially between these beams by front end mounting portion 207 and rear end side mounting portion 256, and the mould material of an adjacency coincidence part, thereby can construct plate shaping template.At this moment, as explained above, do not reach beam and be shaped and adjust length with the ground, moulding material filling vacancy of template by be shaped front end with mould material of each tabular surface, thus not damaged at the beam generation section that becomes object.

Figure 17 illustrates the ground plan (3rd form of implementation) of tabular surface shaping with the released state of mould material (ground is used).The feature of the 3rd form of implementation also is except the feature of the 2nd form of implementation: realized strengthening constructing and will strengthening forming V-shape with the section of convex strip portions with the step of convex strip portions by pull and stretch processing.

As shown in Figure 17, the tabular surface of the 3rd form of implementation is shaped and comprises the reinforcement usefulness convex strip portions 302 that has the flat part 301 that becomes the flat surfaces of forming face 301s (with reference to Figure 19) and protrude and extend with linearity towards the fore-and-aft direction of flat part 301 towards the rear side of flat part 301 along its total length with mould material 3; Strengthen using convex strip portions 302 same, form the step structure that path part 302a and large-diameter portion divide 302b with the occasion of the 2nd form of implementation of front.It all is the V font that path part 302a and large-diameter portion divide the section configuration of 302b.The 2nd modular shuttering element 350 comprise have the flat part 351 that becomes the flat surfaces of forming face 351s (with reference to Figure 21) and towards the rear side of flat part 351 protrude and also the reinforcement of extending with linearity towards the fore-and-aft direction of flat part 351 with convex strip portions 352.Diameter and the thickness strengthened with convex strip portions 352 are certain (with reference to Figure 21) along its total length.

As the material of flat part 301,351, same with the 1st form of implementation, use the thin-walled steel plate.As described in detail in the back, even form the material of strengthening with convex strip portions 302,352, also can use same thin-walled steel plate.

Figure 18 illustrates the pie graph (the 3rd form of implementation) of the 1st modular shuttering element, and Figure 19 illustrates the end view drawing of deciding what is right and what is wrong of the 1st modular shuttering element.Like that, the reinforcement of the 1st modular shuttering element forms to have with convex strip portions 302 and is positioned at the step structure that the large-diameter portion that engages distolateral path part 302a and be positioned at its opposition side divides 302b shown in Figure 18 (a).In addition, as shown in Figure 19, path part 302a and large-diameter portion divide 302b all to become V font section.Strengthen with convex strip portions 302 by be located at large-diameter portion divide 302b left and right sides edge portion about installation be fixed to the back side of flat part 301 by spot welding with flange 302c, 302d.As shown in Figure 19, path part 302a and large-diameter portion divide the section configuration of 302b all to become V-shape.Like that, formation is allowed slit 305 along the slip that its total length has cardinal principle identical distance d between the back side of path part 302a and flat part 301 shown in Figure 18 (b).

Figure 20 illustrates the structure key diagram of large-diameter portion branch and path part.As shown in the drawing like that, form the path part 302a of step structure and large-diameter portion and divide 302b to pass through so-called pull and stretch processing to realize.In path part 302a, by towards the original flange part of the folded inside of V font, thereby form left side infolding piece 302e and right side infolding piece 302f.Like this, as the front was shown in Figure 18 (b), forming between the path part 302a of flat part 301 and convex strip portions slides allowed slit 305.As shown in Figure 18, the front end 303 of path part 302a protrudes distance L 3 from the engage side ora terminalis 304 of flat part 301, thereby can successfully begin engaging of the 1st modular shuttering element 300 and the 2nd modular shuttering element 350.

Figure 21 illustrates the pie graph (the 3rd form of implementation) of the 2nd modular shuttering element.In the 2nd modular shuttering element 350, strengthen with the thickness or the diameter of convex strip portions 352 certain substantially along its total length.Say that more specifically the reinforcement of the 2nd modular shuttering element side forms the identical V font of section configuration that divides 302b with the reinforcement of the 1st modular shuttering element that illustrates previously with the large-diameter portion of convex strip portions 302 with the section configuration of convex strip portions 352.This reinforcement with the installation of convex strip portions 352 by being formed at its left and right sides edge portion with

flange

352a, 352b by the rear side that is fixedly welded on flat part 351.Symbol 353 mounting portion under the thin-walled state, being strengthened by backing steel plate etc.

Figure 22 illustrates the junction (the 3rd form of implementation) of the 1st modular shuttering element 300 and the 2nd modular shuttering element 350.As shown in the drawing, when make the 1st modular shuttering element 300 align with the 2nd modular shuttering element 350 axle center and near the time, the path part 302a of the 1st modular shuttering element side is inserted into the front end of the reinforcement of the 2nd modular shuttering element side with convex strip portions 352, then, the flat part 351 of the 2nd modular shuttering element side is inserted into the slip that is formed at the 1st modular shuttering element side allows in the slit 305, like this, carry out both slip joint.Promptly, slip allow slit 305 from its front-end edge towards the rear toward up and down discretely in accordance with regulations the length flat part 301 that is positioned at the modular shuttering element of upside with linearity incision form with path part 302a ground, allow that by this slip slit 302a acceptance is positioned at the flat part 351 of the modular shuttering element of downside.As a result, such as shown in figure 22, the reinforcement of the 1st modular shuttering element side is inserted into the reinforcement of the 2nd modular shuttering element side with in the convex strip portions 352 with the path part 302a of convex strip portions.From figure as can be seen, the section configuration of path part 302a is in similarity relation with the section configuration of strengthening with convex strip portions 352, so both cooperations of aliging just under this state, can successfully be slided.

Figure 23 illustrates tabular surface and is shaped with the back elevation (the 4th form of implementation) of mould material (wall is used).The mould material 4 that is shown in the 4th form of implementation is suitable for forming the wall body of tier building.

As shown in the figure, this tabular surface is shaped and has the 1st modular shuttering element 400 and the 2nd modular shuttering element 450 with mould material 4.The 1st modular shuttering element 400 comprise have the flat part 401 that becomes the flat surfaces of forming face 401s (with reference to Figure 24) and towards the rear side of flat part 401 protrude and also the reinforcement of extending with linearity towards the fore-and-aft direction of flat part 401 with convex strip portions 402.On the other hand, the 2nd modular shuttering element 450 comprise have the flat part 451 that becomes the flat surfaces of forming face 451s (with reference to Figure 24) and towards the rear side of flat part 451 protrude and also the reinforcement of extending with linearity towards the fore-and-aft direction of flat part 451 with convex strip portions 452.The reinforcement of the 2nd modular shuttering element side has the step structure that divides 452b to constitute by path part 452a and large-diameter portion with convex strip portions 452.As shown in figure 25, path part 452a uses minor-diameter steel-tube 456, and large-diameter portion divides 452b to use large diameter steel pipe 457.Equally, the reinforcement of the 1st modular shuttering element side is used the steel pipe 406 identical with large diameter steel pipe 457 with convex strip portions 402.The steel pipe 406 of the 1st modular shuttering element side by about L font accessory 407,408 be fixed in the rear side of flat part 401 by spot welding.Equally, the large diameter steel pipe 457 of the 2nd modular shuttering element side also by about L font accessory 458,459 be fixed to the rear side of flat part 451 by spot welding.The result, such as shown in figure 25, the reinforcement of the 1st modular shuttering element 400 rear end side with the reinforcement of the section configuration of the specific length of convex strip portions 402 part and the front of the 2nd modular shuttering element 450 with the specific length of convex strip portions 452 partly the section configuration of (being path part 452a) become the similarity relation that is slidingly matched (being the different concentric circles of diameter in this embodiment) of allowing both.

Such as shown in figure 24, the specific length of the front of the 2nd modular shuttering element 450 partly form slide allow slit 470, this slip allow slit 470 mutual flat part 401,451 overlap and also the state strengthening cooperating with convex strip portions (steel pipe 406 and minor-diameter steel-tube 456) under accept the flat part 401 of the 1st modular shuttering element side when making 400,450 slips of two modular shuttering elements.Such as shown in figure 25, form right angle warpage sheet 403 in the left border portion of the flat part 401 of the 1st modular shuttering element 400, form right angle warpage sheet 404 in margo dexter portion.Equally, form right angle warpage sheet 453, in addition, form right angle warpage sheet 454 in margo dexter portion in the left border portion of the flat part 451 of the 2nd modular shuttering element 450.Symbol 403a and 404a also are right angle warpage sheet.In addition, same at the horizontal stripe 405 that the leading section backing of the flat part 401 of the 1st modular shuttering element 400 extends to left and right direction, the horizontal stripe 455 that extends to left and right direction in the rearward end of the flat part 451 of the 2nd modular shuttering element 450 also backing.As a result, more than the tabular surface that constitutes is shaped and strengthens leading section and rearward end with mould material 4 by horizontal stripe 405,455, simultaneously, strengthens left and right sides edge portion securely by right angle warpage sheet 403,404,453,454.Such as shown in figure 24, the front end 456a of the minor-diameter steel-tube 456 of the 2nd modular shuttering element 450 becomes the state that protrudes distance L 3 from the ora terminalis 451a of the flat part 451 of this member, when two modular shuttering elements 400,450 engage, can carry out the mutual consideration ordinatedly of convex strip portions easily.For this reason, the 1st modular shuttering element 400 and the 2nd modular shuttering element 450 are such as shown in figure 25, under the state that flat part 401,451 is overlapped and strengthen cooperatively interacting, can engage with convex strip portions 406,456 with being free to slide, like this, can be towards front and back to adjusting length in prescribed limit.

Below, the wall body job practices of using above-mentioned modular shuttering element 4 is described.This wall body job practices has the step that is made of the 1st～the 4th step.

In the 1st step, the length-adjustable tabular surface of preparing required number is shaped and uses mould material, this tabular surface is shaped and can constitutes to engaging 2 flat boards towards front and back under the state in the rearward end of a side flat board and the leading section coincidence of the opposing party's flat board with mould material with being free to slide, and these 2 flat boards are strengthened with having flat surfaces that becomes forming face and the weight that can bear moulding material.Here said " tabular surface is shaped and uses mould material " can use the modular shuttering element 4 of front with reference to Figure 23～Figure 25 explanation.In ensuing the 2nd step, the tabular surface of being prepared by the 1st step corresponding to the floor height adjustment of each layer between ground and ceiling beam is shaped with the length of mould material, and separate the distance suitable and make forming face mutually opposed and set up, thereby construct the wall usefulness template (with reference to Figure 26) that is shaped in abutting connection with ground with desired wall thickness.Then, in the 3rd step, be shaped with template castable material at the wall of constructing by the 2nd step.In the 4th step, wait moulding material curing by the cast of the 3rd step, wall is shaped disintegrates then, and reclaim each tabular surface shaping template from the formed body separation with template.

Figure 26 illustrates the phantom drawing (4th form of implementation) of tabular surface shaping with the state of building of mould material (wall is used) 4.As shown in the drawing, be used for the occasion that wall body is shaped, mould material 4 separates the distance suitable with the amount of thickness of the wall body that will form and disposes in opposite directions by vertical position, and proper alignment be configured to 2 row ranks.The shaping wall body by the vacancy 490 between concrete pouring is listed as to 2 templates that are listed as that dispose in opposite directions.

As shown in the drawing, each

modular shuttering element

4,4 inwards disposes the flat surfaces 401s as forming face opposite to each other, so whether the operating personnel who builds mould material can have location, step ground or deviation post up and down mutually with the forming face of the

mould material

4,4 of visual confirmation adjacency.This is to very inconvenience of operating personnel.Therefore, in the present invention, as in the circle that has symbol 491 among the figure, for the mould material 4 of the configuration of right angle warpage sheet 453,454 proper alignment about right angle warpage sheet the 403,404, the 2nd modular shuttering element about the 1st modular shuttering element 400 adjacency, offer locating hole 460,461 by proper spacing.

That is, such as shown in figure 27, offer locating hole 460 at the right angle on right side warpage sheet 454, offer locating hole 461 at the right angle in left side warpage sheet 453.These locating holes then can make center-aligned ground assembling as long as the

mould material

4,4 of adjacency is aliging mutually just all around and up and down.Therefore, such shown in Figure 27 (b), make in the position of adjusting two right angle warpage sheets 454,453 under the state of locating hole 460,461 mutual alignment, such shown in Figure 27 (b), the insertion axial region 462a of fixture 462 is inserted into locating hole 460,461, clamp 2 right angle warpage sheets 454,454 of coincidence clamping part 462b is installed, then can positively align and fix simply adjacent 2 modular shuttering elements 4,4.Fixture 462 has and inserts axial region 462a, clamping part 462b and connect together connecting portion 462c.To insert axial region 462a under the state of locating hole 460,461 alignment inserts, then as among Figure 27 (b) by shown in two arrows like that, to insert axial region 462a is that fulcrum makes connecting portion 462c revolution, and then clamping part 462b becomes the state that sandwiches 2 right angle warpage sheets naturally.

Figure 28 illustrates tabular surface and is shaped with the key diagram of mould material (wall is used) suitable example at the construction field (site), Figure 29 illustrates the back elevation of the state of building of mould material (wall is used), and Figure 30 illustrates the key diagram of tabular surface shaping with the configuration status in opposite directions of mould material (wall is used).

In Figure 28, symbol a1, a2, a3, a4 are respectively 1 layer, 2 layers, 3 layers, 4 layers ceiling beam, and symbol b1, b2, b3, b4 are respectively 1 layer, 2 layers, 3 layers, 4 layers ceiling floor.As shown in the drawing such, floor height L12, the L23 of each layer, L34, L45 increase and increase few along with floor.Therefore, for floor height L12, L23, L34, L45 assembled wall template, need to adjust the length of short transverse corresponding to such tier building.Therefore, in the present invention, use the

mould material

4,4 that in Figure 23～Figure 27, illustrates to construct the wall template as shown in figure 29 like that.

In Figure 29, symbol 601,602 is used steel pipe for compressing, and symbol 603 is the interval constraint device.Such as shown in the figure, when proper alignment ground configuration mould material of the

present invention

4,4, top and bottom are strengthened securely by horizontal stripe 405,455, and it is such as shown in figure 26 on the border of each

mould material

4,4 of adjacency, right angle warpage sheet 453 is engaged with 454 with aliging the back side, thereby strengthened securely.For this reason, even in the occasion of concrete pouring to the vacancy 490 of Figure 26, applied along with the power that mould material is protruded by concrete liquid head, but the power that applies towards the outside from the inboard is positively born with convex strip portions 402,452 by reinforcement.And, template 4, the 4 mutual borders of adjacency are positively closely contacted by standing finish 402 shown in Figure 27 (b) like that, so,, can prevent positively that also concrete from spilling such danger from the gap of mould material 4 even apply the concrete weight suitable with floor height.

Interval constraint device 603 shown in Figure 29 is well known to those skilled in the art.That is, such as shown in figure 30, interval constraint device 603 have at interval adjust nut 603a, compress tubing 603b, oblique excellent 603c.As make the interval adjust nut 603a revolution, guarantee the suitable distance suitable with the thickness of wall body 604, then squeeze into oblique excellent 603c, compress with steel pipe 601,602, can firmly fix these mould materials thereby be pressed to from the behind of

mould material

4,4 by compressing tubing 603b.

Mould material 4 according to above explanation, because the length of adjustable height direction, so, such as shown in figure 28, even be floor height L12, L23, occasion that L34, L45 are different, adjust length L x corresponding to the floor height of each layer after, be located between the ground and ceiling beam a1～a4 of next floor as vertically standing, even then be general mould material, also can be suitable for all floor height L12, L23, L34, L45, can significantly reduce the operating expenses of this tier building.

In the example of Figure 23～Figure 25, constitute by steel pipe respectively and strengthen, but this also can be as Figure 31 and as shown in Figure 32 with convex strip portions 402,452, change over and have the U font section that step constructs or the member of V font section.Particularly, then can when keeping intensity, realize lightweight as using the convex strip portions of V font section, and, the V font can easily be formed by pressure processing, so, be suitable for producing in enormous quantities, and by and with pull and stretch processing, can further reduce cost and improve intensity.In Figure 31 and Figure 32, adopt same-sign with the same component part of Figure 23～Figure 25, omit explanation.

More than the shaping of the tabular surface of Shuo Ming the 1st form of implementation～the 3rd form of implementation is not limited to plate or wall body with the purposes of mould material, also can at random be applicable to the each several part of suitable building certainly.In addition, the material of flat part is preferably metals such as aluminium or steel plate, also can change over plastics corresponding to necessary strength and price in the future.

As described above, according to the job practices of the structure of plate correspondence of the present invention, can be ceiling beam and ground beam be formed section and ceiling floor and ground panel are not constructed damagedly, and can utilize the used template of construction repeatedly again.

According to the job practices of the structure of vertical wall body correspondence of the present invention, can construct to the vertical wall of tier building, and finish the back in construction and reclaim the mould material that is used for the vertical wall construction, in the construction of the different vertical wall body of floor height, utilize again.

In addition, according to the tabular surface shaping mould material of plate correspondence of the present invention, compare with the board construction method that uses deck plate, can alleviate concrete use amount, in addition, can be as the occasion of using deck plate do not make floor height exceed needs towards the protuberance on the projecting inward surface of depth of beam.In addition, tabular surface of the present invention is shaped different with high table top with mould material, adjustable length, so, even, also can easily be suitable for all building sites in the different occasion in space of the beam of each building site, for this reason, can after construction finishes, be recovered in a certain on-the-spot mould material that uses and re-use at other scene then, utilize mould material repeatedly again, can significantly save the expense of this plate construction works.In addition, tabular surface of the present invention is shaped with mould material owing to can utilize repeatedly again, so, do not need embedding at the scene dead, can solve at one stroke at the scene because problem, the dewfall that the damaged beam strength that causes of the section that becomes problem in the past that the embedding dead band comes descends generates the problem of avoiding engineering, the problem that reaches the opening engineering of run-through board.

In addition, be shaped according to the above-mentioned tabular surface of vertical wall correspondence of the present invention and use mould material, the occasion that the template of constructing at the vertical wall that is used for tier building is constructed, construction finishes the back and reclaims, recycling to the different vertical wall body of floor height, the reduction of erection time, reduce engineering cost significantly.In addition, tabular surface of the present invention is shaped with mould material when vertically erecting use, and upper end and bottom are firmly fixed at support by front horizontal stripe and rear end side horizontal stripe respectively, simultaneously, for the mould material of adjacency, can closely engage by the right angle warpage sheet of left and right sides side edge part.For this reason, finish the wall body that will form with template after, concrete pouring to wherein, also can be born the liquid head that liquid concrete produces well, have liquid concrete and the advantage that spills such as be difficult for from the mutual gap of template.

Claims

1. a structure job practices is characterized in that: comprise 4 steps, can utilize the mould material of plate shaping usefulness repeatedly again;

In the 1st step, the length-adjustable tabular surface of preparing required number is shaped and uses mould material, this tabular surface is shaped can be towards front and back to engaging 2 flat boards under the state of the rearward end of a side flat board and the leading section coincidence of the opposing party's flat board with mould material with being free to slide, and these 2 flat boards are strengthened with having flat surfaces that becomes forming face and the weight that can bear moulding material;

In the 2nd step, adjusting the tabular surface of being prepared by the 1st step between 2 beams that leave towards horizontal direction are shaped with the rising wood in opposite directions of template and rising wood is shaped with the length of mould material, make each tabular surface shaping not reach the moulding material filling vacancy of beam shaping with template with the front end of mould material, and set up required number, thereby construct the ground that moulding material is poured into a mould usefulness in abutting connection with ground;

In the 3rd step, pour into a mould the ground castable material of usefulness as the plate face at the moulding material of constructing by the 2nd step by needed thickness;

2. structure job practices according to claim 1 is characterized in that: tabular surface is shaped and comprises the 1st modular shuttering element and the 2nd modular shuttering element with mould material;

The 1st modular shuttering element comprises flat part with the flat surfaces that becomes forming face and the reinforcement convex strip portions that protrudes and extend with linearity towards the fore-and-aft direction of flat part towards the rear side of flat part;

The 2nd modular shuttering element comprises flat part with the flat surfaces that becomes forming face and the reinforcement convex strip portions that protrudes and extend with linearity towards the fore-and-aft direction of flat part towards the rear side of flat part;

The reinforcement of the 1st modular shuttering element rear end side constitutes the complementary relationship that is slidingly matched of allowing both with the reinforcement of the section configuration of the specific length of convex strip portions part and the 2nd modular shuttering element front with the specific length section configuration partly of convex strip portions;

Partly form to slide in the specific length of the specific length of the 1st modular shuttering element rear end side part or the 2nd modular shuttering element front and allow slit, this slip is allowed when slit makes two modular shuttering elements slide under the state that mutual flat part overlaps and reinforcement cooperatively interacts with convex strip portions, accepts the part of the other side's modular shuttering element;

The specific length part of the flat part of the 1st modular shuttering element front and the specific length of the 2nd modular shuttering element rearward end partly form and do not have the thin-walled suspended portion of strengthening with convex strip portions;

The 1st modular shuttering element and the 2nd modular shuttering element overlap flat part, and can engage under cooperate strengthening with the state of convex strip portions with being free to slide, thus can be in prescribed limit towards front and back to adjustment length.

3. structure job practices according to claim 2, it is characterized in that: slide and to allow that slit parts on the right side to turn left towards the rear from its front-end edge to off normal and form the linearity of specific length in the mode of the flat part of the modular shuttering element of downside, allow that by this slip slit accepts to connect the flat part of the modular shuttering element that is positioned at upside up and down and strengthen connecting portion with convex strip portions.

4. structure job practices according to claim 2, it is characterized in that: slide and to allow that slit with from its front-end edge flat part toward separating position up and down in the modular shuttering element of upside and the linearity of strengthening forming with the mode of the connecting portion of convex strip portions specific length towards the rear, allows that by this slip slit acceptance is positioned at the flat part of the modular shuttering element of downside.

5. according to claim 4 or 5 described structure job practicess, it is characterized in that: the flat part ground that object can successfully be accepted to become in the interval allow slit of sliding equally keeps predetermined distance from the inside portion of slip slit to the inlet portion cardinal principle.

6. according to any one described structure job practices in the claim 2～5, it is characterized in that: the reinforcement of the 1st modular shuttering element rear end side is protruded suitable distance with the front end of convex strip portions than the front end of corresponding flat part with the reinforcement of the front end of convex strip portions and/or the 2nd modular shuttering element front, like this, when the 1st modular shuttering element engages with the 2nd modular shuttering element, can not be subjected to the mutual interference ground of flat part front end and will strengthen docking cooperation mutually with convex strip portions.

7. according to any one described structure job practices in the claim 2～6, it is characterized in that: the reinforcement of the 1st modular shuttering element uses the section configuration of convex strip portions to be mutual similar relation with the section configuration of convex strip portions to the reinforcement of the 2nd modular shuttering element, and these 2 reinforcements have with a side of convex strip portions, and large-diameter portion divides and the step of path part is constructed towards vertically being divided into, and path part can insert the opposing party's reinforcement convex strip portions, and the reinforcement with side of step structure partly is processed to form by pull and stretch with the path of convex strip portions.

8. structure job practices according to claim 7 is characterized in that: the section configuration of strengthening with convex strip portions is the V font.

9. according to any one described structure job practices in the claim 2～8, it is characterized in that:, use the thin metallic plate material as flat part and the material of strengthening with convex strip portions.

10. a structure job practices is characterized in that: comprise 4 steps, can utilize the mould material of wall body shaping usefulness repeatedly again;

In the 1st step, the length-adjustable tabular surface of preparing required number is shaped and uses mould material, this tabular surface is shaped can be towards front and back to engaging 2 flat boards under the state of the rearward end of a side flat board and the leading section coincidence of the opposing party's flat board with mould material with being free to slide, these 2 flat boards have the flat surfaces that becomes forming face, and can bear moulding material weight strengthened;

In the 2nd step, the tabular surface of being prepared by the 1st step corresponding to the floor height adjustment of each layer between ground and ceiling beam is shaped with the length of mould material, and separate the distance suitable with desired wall thickness, make forming face mutually opposed and set up, thereby construct the wall shaping template of moulding material cast usefulness in abutting connection with ground;

In the 3rd step, be shaped with castable material in the template at the wall of constructing by the 2nd step;

11. structure job practices according to claim 10 is characterized in that: tabular surface is shaped and comprises the 1st modular shuttering element and the 2nd modular shuttering element with mould material;

Partly form a part of accepting the other side's modular shuttering element when slip allows that slit, this slip allow that slit makes two modular shuttering elements slide under the state that mutual flat part overlaps and reinforcement cooperatively interacts with convex strip portions in the specific length part of the 1st modular shuttering element rear end side or the specific length of the 2nd modular shuttering element front;

Form right angle warpage sheet at the left and right sides edge of the flat part of the left and right sides edge of the flat part of the 1st modular shuttering element and the 2nd modular shuttering element towards the rear side warpage;

Rearward end backing at the flat part of the leading section of the flat part of the 1st modular shuttering element and the 2nd modular shuttering element has the horizontal stripe that extends to left and right direction;

The 1st modular shuttering element and the 2nd modular shuttering element flat part that overlaps, and cooperating mutual reinforcement can engage under with the state of convex strip portions with being free to slide, thus can be in prescribed limit towards front and back to adjustment length.

12. structure job practices according to claim 11, it is characterized in that: slide allow slit from its front-end edge towards the rear toward up and down discretely with linearity in accordance with regulations the length incision be positioned at upside modular shuttering element flat part with strengthen forming with the connecting portion of convex strip portions, allow that by this slip slit acceptance is positioned at the flat part of the modular shuttering element of downside.

13. structure job practices according to claim 12 is characterized in that: the flat part ground that object can successfully be accepted to become in the interval allow slit of sliding equally keeps predetermined distance from the inside portion of slip slit to the inlet portion cardinal principle.

14. according to any one described structure job practices in the claim 11～13, it is characterized in that: the reinforcement of the 1st modular shuttering element rear end side is protruded suitable distance with the front end of convex strip portions than the front end of corresponding flat part with the reinforcement of the front end of convex strip portions and/or the 2nd modular shuttering element front, like this, when the 1st modular shuttering element engages with the 2nd modular shuttering element, can not make the flat part front end will strengthen docking cooperation mutually with convex strip portions with interfering mutually.

15. according to any one described structure job practices in the claim 11～14, it is characterized in that: the reinforcement of the 1st modular shuttering element uses the section configuration of convex strip portions to be mutual similar relation with the section configuration of convex strip portions to the reinforcement of the 2nd modular shuttering element, and these 2 reinforcements have with a side of convex strip portions, and large-diameter portion divides and the step of path part is constructed towards vertically being divided into, path part can be inserted the opposing party's reinforcement convex strip portions, and the reinforcement with side of step structure partly is processed to form by pull and stretch with the path of convex strip portions.

16. structure job practices according to claim 15 is characterized in that: the section configuration of strengthening with convex strip portions is the V font.

17. according to any one described structure job practices in the claim 11～16, it is characterized in that: for the ground configuration of the mutual proper alignment of the mould material that makes adjacency, the right angle warpage sheet about right angle warpage sheet about the 1st modular shuttering element and the 2nd modular shuttering element is offered locating hole by proper spacing.

18. a tabular surface is shaped and uses mould material, it is characterized in that: comprise the 1st modular shuttering element and the 2nd modular shuttering element;

The specific length part of the flat part of the 1st modular shuttering element front and the specific length of the 2nd modular shuttering element rearward end partly form mounting portion;

The 1st modular shuttering element and the 2nd modular shuttering element flat part that overlaps, and can engage under strengthening with the state of convex strip portions cooperatively interacting with being free to slide, thus can be in prescribed limit towards front and back to adjustment length,

Like this, can after adjusting length, between these beams, flatly set up substantially, and the member of the adjacency part that overlaps, be shaped and use template thereby can construct plate by front mounting portion and rear end side mounting portion corresponding to the compartment of terrain of 2 beams that suitably leave.

19. being shaped, tabular surface according to claim 18 uses mould material, it is characterized in that: slide allow slit part on the right side by turning left towards the rear from its front-end edge liftoff with linearity in accordance with regulations the length incision flat part that is positioned at the modular shuttering element of downside form, allow that by this slip slit accepts to connect the flat part of the modular shuttering element that is positioned at upside up and down and strengthen connecting portion with convex strip portions.

20. being shaped, tabular surface according to claim 18 uses mould material, it is characterized in that: slide allow slit by from its front-end edge towards the rear toward up and down discretely with linearity in accordance with regulations the length incision be positioned at upside modular shuttering element flat part with strengthen forming with convex strip portions, allow that by this slip slit acceptance is positioned at the flat part of the modular shuttering element of downside.

Use mould material 21. be shaped according to claim 19 or 20 described tabular surfaces, it is characterized in that: slip allows that the flat part ground that can successfully accept to become object in the interval of slit keeps certain from the inside portion of slip slit substantially to inlet portion.

22. according to any one described tabular surface shaping mould material in the claim 18～21, it is characterized in that: the reinforcement of the 1st modular shuttering element rear end side is protruded suitable distance with the front end of convex strip portions than the front end of corresponding flat part with the reinforcement of the front end of convex strip portions and/or the 2nd modular shuttering element front, like this, when the 1st modular shuttering element engages with the 2nd modular shuttering element, can not make the flat part front end will strengthen docking cooperation mutually with convex strip portions with interfering mutually.

23. according to any one described tabular surface shaping mould material in the claim 18～22, it is characterized in that: the reinforcement of the 1st modular shuttering element uses the section configuration of convex strip portions to be mutual similar relation with the section configuration of convex strip portions to the reinforcement of the 2nd modular shuttering element, and these 2 reinforcements have with a side of convex strip portions, and large-diameter portion divides and the step of path part is constructed towards vertically being divided into, path part can be inserted the opposing party's reinforcement convex strip portions, and the reinforcement with side of step structure is processed by pull and stretch with the path part of convex strip portions and the large-diameter portion branch forms.

Use mould material 24. tabular surface according to claim 23 is shaped, it is characterized in that: the section configuration of strengthening with convex strip portions is the V font.

25. use mould material according to any one described tabular surface shaping in the claim 18～24, it is characterized in that:, use the thin metallic plate material as flat part and the material of strengthening with convex strip portions.

26. a tabular surface is shaped and uses mould material, it is characterized in that: comprise the 1st modular shuttering element and the 2nd modular shuttering element;

The 1st modular shuttering element and the 2nd modular shuttering element flat part that overlaps, and cooperating mutual reinforcement can engage under with the state of convex strip portions with being free to slide, thus can be in prescribed limit towards front and back to adjustment length;

Like this, can be after adjusting length corresponding to the floor height of each layer, vertically be set up between ground and the ceiling beam substantially by front horizontal stripe and rear end side horizontal stripe, and closely engage the mould material of adjacency, thereby can construct wall body shaping template by right angle warpage sheet.

27. being shaped, tabular surface according to claim 26 uses mould material, it is characterized in that: slide allow slit from its front-end edge towards the rear toward up and down discretely with linearity in accordance with regulations the length incision be positioned at upside modular shuttering element flat part with strengthen forming with the connecting portion of convex strip portions, allow that by this slip slit acceptance is positioned at the flat part of the modular shuttering element of downside.

Use mould material 28. tabular surface according to claim 27 is shaped, it is characterized in that: slip allows that the flat part ground that can successfully accept to become object in the interval of slit keeps certain from the inside portion of slip slit substantially to inlet portion.

29. according to any one described tabular surface shaping mould material in the claim 26～28, it is characterized in that: the reinforcement of the 1st modular shuttering element rear end side is protruded suitable distance with the front end of convex strip portions than the front end of corresponding flat part with the reinforcement of the front end of convex strip portions and/or the 2nd modular shuttering element front, like this, when the 1st modular shuttering element engages with the 2nd modular shuttering element, can not make the flat part front end will strengthen docking cooperation mutually with convex strip portions with interfering mutually.

30. according to any one described tabular surface shaping mould material in the claim 26～29, it is characterized in that: the reinforcement of the 1st modular shuttering element uses the section configuration of convex strip portions to be mutual similar relation with the section configuration of convex strip portions to the reinforcement of the 2nd modular shuttering element, and these 2 reinforcements have with a side of convex strip portions, and large-diameter portion divides and the step of path part is constructed towards vertically being divided into, the path part can be inserted the opposing party's reinforcement convex strip portions, and the reinforcement with side of step structure divides integrally formed by pull and stretch processing with large-diameter portion with the path part of convex strip portions.

Use mould material 31. tabular surface according to claim 30 is shaped, it is characterized in that: the section configuration of strengthening with convex strip portions is the V font.

32. according to any one described tabular surface shaping mould material in the claim 26～31, it is characterized in that: for the mutual proper alignment of the mould material that makes adjacency, at the right angle, the left and right sides of the right angle, the left and right sides of the 1st modular shuttering element warpage sheet and the 2nd modular shuttering element warpage sheet, offer align member by proper spacing.