CN1788127A - Slide deck plate and slab construction method - Google Patents
Slide deck plate and slab construction method Download PDFInfo
- Publication number
- CN1788127A CN1788127A CN 03826604 CN03826604A CN1788127A CN 1788127 A CN1788127 A CN 1788127A CN 03826604 CN03826604 CN 03826604 CN 03826604 A CN03826604 A CN 03826604A CN 1788127 A CN1788127 A CN 1788127A
- Authority
- CN
- China
- Prior art keywords
- cover plate
- main body
- mentioned
- concrete slab
- slidingtype
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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- 238000010276 construction Methods 0.000 title claims abstract description 28
- 239000002184 metal Substances 0.000 claims abstract description 11
- 239000012530 fluid Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 5
- 238000005452 bending Methods 0.000 description 35
- 241001669679 Eleotris Species 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 239000000178 monomer Substances 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000010425 asbestos Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 229910052895 riebeckite Inorganic materials 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/40—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings
- E04G11/46—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings of hat-like or trough-like shape encasing a rib or the section between two ribs or encasing one rib and its adjacent flat floor or ceiling section
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G2001/157—Extensible platforms, e.g. telescopic platforms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Sewage (AREA)
Abstract
To provide a sliding type deck plate and a slab construction method using the sliding type deck plate adjustable in length according to various intervals in a slab forming area and reusable and divertible without fixing the deck plate at the time of slab construction. This sliding type deck plate has a first deck plate made of a metal plate and provided with an upper face used as a temporary floor face, and a second deck plate made of a metal plate and provided with an upper face used as a temporary floor face. Both deck plates are connected to each other in a connection length adjustable manner by a connection length adjusting mechanism.
Description
Technical field
The present invention relates to when concrete slab construction the cover plate and the concrete slab construction method of laying as sheet material provisionally, particularly relate to a kind of slidingtype cover plate and use the concrete slab construction method of this slidingtype cover plate, described slidingtype cover plate is overlapping with two cover plates, can regulate binding length by linking length adjustment mechanism, and can be used as the use of sheet material provisionally of various width.
Background technology
In the past, as an example of the concrete slab construction method on each upper strata of building with multilayer, a plurality of supports (support) of the vertical and level assembling of configuration on the concrete slab of the lower floor that forms, and on this support, form beam forms.And, between the beam forms that forms relatively, the sleeper of a kind of side of being called of mounting thick stick on the support of configuration, on this sleeper with two side ends outstanding a plurality of cover plates of mode mounting in aforementioned beam forms, and between relative beam forms alignment arrangements and form interim ground.And after forming the concrete slab template on the interim ground, fluid concrete in each beam forms and on the temporary concrete plate forms beam and concrete slab.
In addition, open in the flat 11-131795 communique, disclose the method for steel plate replacing wood of using as mould material the spy.
But concrete slab construction method in the past owing on the beam forms that relatively forms, is given prominence to the both ends of each cover plate of supporting, so after concrete pouring, have the damaged problem of generation on the section of each beam in beam forms as the aforementioned.In addition, because cover plate is fixed, thus can not utilize cover plate again, cause cost higher, and, because cover plate is metal,, need apply the engineering of asbestos etc. in order to prevent dewfall so can produce dewfall, there is the complicated problem of engineering.In addition, must form and use the cover plate of all lengths according to the interval of each beam forms that forms.
The present invention proposes in view of such problem points, a kind of slidingtype cover plate to be provided and to use the concrete slab construction method of this slidingtype cover plate to be purpose, described slidingtype cover plate can form the length of the various intervals adjusting cover plates in zone according to concrete slab, can be when concrete slab construction not securing cover plate ground utilize again and migrate, and, can prevent the fixing dewfall that produces owing to cover plate.
Summary of the invention
In order to achieve the above object, slidingtype cover plate of the present invention is characterised in that, have first cover plate of metal sheet system and second cover plate of metal sheet system, described first cover plate have become interim ground above, described second cover plate have become interim ground above, above-mentioned two cover plates, but link by linking the length adjustment mechanism free adjustment with linking length.
By adopting such structure, can form the size in zone according to the concrete slab that will form concrete slab, binding length is regulated at the various intervals of the relative Liang Yuliang that concrete is forms.
In addition, another of slidingtype cover plate of the present invention is characterised in that, two cover plates have plate main body and at least one travelling carriage respectively, described plate main body is formed with to be become above interim ground smooth, described travelling carriage is fixed on the following of this plate main body and longer on the link direction of two cover plates, links length adjustment mechanism and forms in the mode that above-mentioned plate main body and the mutual male and female shape of travelling carriage ground with above-mentioned two cover plates link.
By adopting such structure, can firmly link two cover plates, when concrete pouring, can prevent to be out of shape from linking portion owing to concrete weight causes two cover plates.
In addition, another of slidingtype cover plate of the present invention be characterised in that, the plate main body of two cover plates have with at overlapping linking part perpendicular to the adjacent overlapping binding of cover plate in the both ends of link direction.
By adopting such structure, when a plurality of slidingtype cover plate of alignment arrangements, can easily carry out the location and the binding of each slidingtype cover plate.
In addition, another of slidingtype cover plate of the present invention is characterised in that, above the cover plate, reaches on the direction vertical with link direction in link direction at each, arranges to be formed with a plurality of flanks that extend and give prominence to the direction vertical with link direction.
By adopting such structure, can improve the intensity on the direction vertical with the link direction of each cover plate, and, on each cover plate when the operator carries out operation, can play anti-skidding effect.
In addition, concrete slab construction method of the present invention is characterised in that, the size adjustment that forms the zone according to concrete slab links length and a plurality of slidingtype cover plates of alignment arrangements, form interim ground, but described slidingtype cover plate has second cover plate of first cover plate of metal sheet system and metal sheet system and links length ground and link by linking the length adjustment mechanism free adjustment, above-mentioned first cover plate has below the concrete slab that will form to be become above the interim ground, above-mentioned second cover plate have become interim ground above, after forming the concrete slab template on this interim ground, fluid concrete, form concrete slab.
By adopting such structure, form in the zone at concrete slab, can regulate binding length, each position of can migrating according to the various intervals between the relative Liang Yuliang that for example forms.In addition owing to can carry out the inching of length, so unlike in the past on the relative beam that forms the two side ends of mounting cover plate, so after concrete pouring securing cover plate and can utilizing again not, can reduce cost significantly.And because cover plate is not fixed, so can prevent that as in the past generation is damaged on the section of the beam that forms after the concrete pouring, the while can prevent to produce dewfall.
In addition, another of concrete slab construction method of the present invention is characterised in that, two cover plates have plate main body and at least one travelling carriage respectively, described plate main body be formed with become interim ground above, described travelling carriage is fixed on the following of this plate main body and longer on the link direction of two cover plates, and above-mentioned binding length adjustment mechanism forms in the mode that above-mentioned plate main body and the mutual male and female shape of travelling carriage ground with above-mentioned two cover plates link.
By adopting such structure, can firmly link two cover plates, when concrete pouring, can prevent that two cover plates are out of shape from linking portion owing to concrete weight.
In addition, another of concrete slab construction method of the present invention be characterised in that, the plate main body of two cover plates have with at overlapping linking part perpendicular to the adjacent overlapping binding of cover plate in the both ends of link direction.
By adopting such structure, when a plurality of slidingtype cover plate of alignment arrangements, can easily carry out the location and the binding of each slidingtype cover plate.
In addition, another of concrete slab construction method of the present invention is characterised in that, above the cover plate, reaches on the direction vertical with link direction in link direction at each, arranges to be formed with a plurality of flanks that extend and give prominence to the direction vertical with link direction.
By adopting such structure, can improve the intensity on the direction vertical with the link direction of each cover plate, and, on each cover plate when the operator carries out operation, can play anti-skidding effect.
Description of drawings
Fig. 1 is the summary side elevation of slidingtype cover plate of the present invention.(a)～(c) of Fig. 2 is the sectional drawing along the A-A line of Fig. 1.It (b) is respectively the longitudinal sectional drawing that expression constitutes two cover plate monomers of slidingtype cover plate of the present invention that (a) of Fig. 2 reaches.(c) of Fig. 2 is the longitudinal sectional drawing of the connecting state of expression two cover plates.Fig. 3 is the approximate vertical view of Fig. 1.Fig. 4 is the summary side elevation of the embodiment of expression concrete slab construction method of the present invention.Fig. 5 is other the sectional drawing of embodiment of expression one of slidingtype cover plate of the present invention.Fig. 6 is other the sectional drawing of embodiment of expression one of slidingtype cover plate of the present invention.
The specific embodiment
Below, with reference to accompanying drawing to slidingtype cover plate of the present invention and use the embodiment of the concrete slab construction method of this slidingtype cover plate to describe.
Fig. 1 is the summary side elevation of slidingtype cover plate of the present invention, Fig. 2 constitutes two cover plate monomers of slidingtype cover plate of the present invention and the longitudinal sectional drawing under the assembled state, Fig. 3 is the approximate vertical view of Fig. 1, Fig. 4 is the summary side elevation of embodiment of expression concrete slab construction method of the present invention, and Fig. 5, Fig. 6 are respectively one of expression slidingtype cover plate of the present invention other the sectional drawings of embodiment.
The aforementioned first cover plate 1a, the cover plate main body 2 with steel plate system of steel etc., 2a is rectangle roughly above it, the two side ends of the direction vertical with link direction by bending downwards, form side 2b, 2c.Be formed with bending part 3 in the lower end of aforementioned side 2b, this bending part 3 is bent into concavity to the inboard of aforementioned cover plate main body 2, is formed with bending part 4 in the lower end of aforementioned side 2c, and this bending part 4 is bent into concavity to the outside of aforementioned cover plate main body 2.On the 2d of the bottom surface of aforementioned cover plate main body 2, extend to link direction and to be equipped with the travelling carriage 5 that 3 sections are square tubular, aforementioned each travelling carriage 5, linking in the length part in addition of regulating by linking length adjustment mechanism 8, be fixed with inboard bending part 5a, 5a by welding etc. on aforementioned bottom surface 2d, rest parts breaks away from from aforementioned bottom surface 2d.In this disengaging portion (not shown), be inserted with the second cover plate 11a described later, by aforementioned travelling carriage 5 being inserted in each travelling carriage 15 of the second cover plate 11a described later, form binding length adjustment mechanism 8.
The aforementioned second cover plate 11a, by constituting with the aforementioned first cover plate 1a identical materials, above 12a have roughly OBL cover plate main body 12, the bending downwards of the two side ends on the direction vertical, form side 12b, 12c with link direction.In the lower end of aforementioned side 12b, be formed with bending part 13, this bending part 13 is bent into concavity to the inboard of aforementioned cover plate main body 12, in the lower end of aforementioned side 12c, is formed with bending part 14, and this bending part 14 is bent into concavity to the outside of aforementioned cover plate main body 12.On the 12d of the bottom surface of aforementioned cover plate main body 12,3 sections are that the travelling carriage 15 of square tubular extends to link direction, and by welding wait be fixed with outside bending part 15a, 15a.
Shown in Fig. 2 (a), the bending part 4 of aforementioned cover plate main body 2, the earth of comparing with the bending part 3 of cover plate main body 2 forms.Shown in Fig. 2 (b), the bending part 14 of aforementioned cover plate main body 12, the earth of comparing with the bending part 13 of cover plate main body 12 forms.In addition, shown in Fig. 2 (c), the bending part 14 of aforementioned cover plate main body 12, the size of comparing just in time it can be accommodated in the inboard with the bending part 4 of cover plate main body 2 forms significantly, the bending part 13 of cover plate main body 12 is compared just in time can be incorporated in inboard size to become than ninor feature with the bending part 3 of cover plate main body 2.
In addition, shown in Fig. 2 (c), be fixed in the size of the tubular of the travelling carriage 15 on the bottom surface 12d of cover plate main body 12, form and can be just in time the travelling carriage 5 that is equipped on the bottom surface 2d of cover plate main body 2 be received into inboard size.
In addition, on cover plate main body 2 2a and cover plate main body 12 above on the 12a, as shown in Figure 3, arrangement is formed with flank 6 on width and link direction, and this flank 6 extends about also outstanding upward 2mm at width (direction vertical with link direction).
In the first cover plate 1a that constitutes by such structure and the second cover plate 11a, shown in Fig. 2 (c), aforementioned cover plate main body 12 is inserted from disengaging portion, in this disengaging portion, each travelling carriage 5 of the bottom surface 2d of aforementioned cover plate main body 2 breaks away from, and uses binding length adjustment mechanism 8 male and female shape ground to link both.At this moment, simultaneously that the bending part 13 of cover plate main body 12 is overlapping and be inserted into the inboard of the bending part 3 of cover plate main body 2, the bending part 4 of cover plate main body 2 is overlapping and be inserted into the inboard of the bending part 14 of cover plate main body 12 from the top, and, travelling carriage 5 is inserted in the travelling carriage 15, finish slidingtype cover plate 1, described travelling carriage 5 is arranged on the bottom surface 2d of cover plate main body 2, and described travelling carriage 15 is arranged on the bottom surface 12d of cover plate main body 12.
The slidingtype cover plate 1 of the present embodiment that forms like this, in the width range of the link direction of the disengaging portion of the travelling carriage 5 on being arranged at the bottom surface 2d of cover plate main body 2, can on cover plate main body 12, slide by linking length adjustment mechanism 8, in construction site, can be arranged at between the relative beam in various intervals, can in a big way, migrate.In addition, in construction site, when the direction vertical with link direction (in the present embodiment for width) goes up alignment arrangements a plurality of aforementioned slidingtype cover plate 1 arranged, shown in Fig. 2 (c), overlap each other by making overlapping linking part, can not vacate and dispose each slidingtype cover plate 1 with gap simply, side and bending part (2b and 3 that described overlapping linking part is formed by bending on the both ends of the width of adjacent slidingtype cover plate 1,2c and 4,12b and 13,12c and 14) constitute.
In addition, aforementioned travelling carriage 5,15 is because with surface bearing cover plate main body 2,12, so also can prevent cover plate main body 2,12 distortion on it even concrete is placed into.
In addition, by a plurality of flanks 6 on the top 2a, the 12a that are formed at each cover plate main body 2,12, can improve the intensity of the width of each cover plate main body 2,12, simultaneously, when the operation personnel carry out operation on each cover plate main body 2,12, can play anti-skidding effect.
Below, the concrete slab construction method of the present invention of using aforementioned slidingtype cover plate 1 is described.
Concrete slab construction method of the present invention, as shown in Figure 4, the concrete slab 16 of established lower floor is provided with support 17 vertical and the level assembling, on this support 17, forms existing known beam forms 18.Then, mounting sleeper 19 on the support 17 of 18 of the beam forms that relatively forms, the aforementioned slidingtype cover plate 1 of mounting on this sleeper 19, and with its two side ends on the aforementioned beam type frame 18 not in aforementioned beam forms 18 outstanding mode, slide and regulate length by linking 2 cover plate main bodies 2,12 that length adjustment mechanism 8 makes slidingtype cover plate 1.And, under the situation of a plurality of aforementioned slidingtype cover plates 1 of alignment arrangements on the width, make as the bending part 3,13 and the bending part 4,14 of the overlapping linking part of each slidingtype cover plate 1 overlapping, configuration support 17 and sleeper 19 on the bottom surface of each slidingtype cover plate 1.
Then, on the interim ground 20 that forms at a plurality of slidingtype cover plates 1 of alignment arrangements, form the concrete slab template (not shown) that constitutes by reinforcing bar after, fluid concrete 21.
And, after the concrete 21 that flows into solidifies, take off aforementioned beam template 18 and form a plurality of slidingtype cover plates 1 on aforementioned interim ground 20, finish beam 22 and concrete slab 23.
As described above, concrete slab construction method of the present invention, the sliding function of two cover plates 2,12 by slidingtype cover plate 1 can to form the various intervals of beam forms 18,18 in zone corresponding with forming concrete slab.And, owing to support slidingtype cover plate 1 from the below by support 17 and sleeper 19, do not make the end of slidingtype cover plate 1 in beam forms 18, form interim ground 20 highlightedly, therefore, do not need fixedly slidingtype cover plate 1, and can prevent from the section of beam 22, to produce damaged in fluid concrete 21 backs.
In addition, because slidingtype cover plate 1 is unfixing when forming concrete slab 23, thus can prevent that beam 22 and concrete slab 23 from forming the back dewfall takes place, and, can utilize slidingtype cover plate 1 again.In addition, owing to slidingtype cover plate 1 can be adjusted to all lengths by sliding function, so can be applied to various devices.
In addition, the present invention is not limited in aforementioned embodiments, can carry out various changes as required.For example, in the present embodiment, top 2a, the 12a of two cover plate main bodies 2,12 is oblong-shapeds roughly, but is not limited in this, also can be shape arbitrarily such as square shape.In addition, in the present embodiment, are square shapes though be arranged at the section shape of each travelling carriage 5,15 on bottom surface 2d, the 12d of two cover plate main bodies 2,12, also can be shape arbitrarily such as triangle.And, in the present embodiment, on two cover plate main bodies 2,12, be formed with bending part 3,4,13,14 respectively, but shown in Fig. 5 (a) and (b), (c), also can on the outside, only form the bending part 4,14 of bending.At this moment, each bending part 4,14 when two cover plate main bodies 2,12 are overlapping and a plurality of slidingtype of alignment arrangements cover plate 1, is preferably formed as and other side 2b, the 12b-of slidingtype cover plate 1 just in time can be received into inboard size.And, shown in Fig. 6 (a) and (b), (c), also can only form the bending part of each cover plate main body 2,12 by crooked laterally bending part 4,14, and, also this bending part 4,14 can not be formed concavity and forms " レ " word shape.At this moment, when a plurality of slide cover 1 of alignment arrangements, preferably form side 2b, 12b other side 2b, the 12b of slidingtype cover plate 1 just in time can be received into inboard mode shortly.
According to slidingtype cover plate of the present invention as described above, can form the length of the various intervals adjusting cover plates in zone according to concrete slab, can be applied to various devices.
In addition, according to concrete slab implementation method of the present invention, can prevent from the section of the beam that forms, to produce damaged.In addition, because securing cover plate not, so can prevent to produce dewfall, and, can utilize cover plate again, can reduce cost significantly.
Claims (8)
1, a kind of slidingtype cover plate, when concrete slab construction, lay as sheet material provisionally, it is characterized in that, have first cover plate of metal sheet system and second cover plate of metal sheet system, described first cover plate have become interim ground above, described second cover plate have become interim ground above, above-mentioned two cover plates, but link length ground and link by linking the length adjustment mechanism free adjustment.
2, slidingtype cover plate as claimed in claim 1, it is characterized in that, described two cover plates have plate main body and at least one travelling carriage respectively, described plate main body is formed with to be become above interim ground smooth, described travelling carriage is fixed on the following of this plate main body and longer on the link direction of two cover plates, and above-mentioned binding length adjustment mechanism forms in the mode that above-mentioned plate main body and the mutual male and female shape of travelling carriage ground with above-mentioned two cover plates link.
3, slidingtype cover plate as claimed in claim 1 or 2 is characterized in that, the plate main body of above-mentioned two cover plates have with at overlapping linking part perpendicular to the adjacent overlapping binding of cover plate in the both ends of link direction.
4, as any one the described slidingtype cover plate in the claim 1 to 3, it is characterized in that, above-mentioned each above the cover plate, on link direction and the direction vertical, arrange and be formed with a plurality of flanks that extend and give prominence to the direction vertical with link direction with link direction.
5, a kind of concrete slab construction method, be used to form the concrete slab of building, it is characterized in that, the size adjustment that forms the zone according to concrete slab links length and a plurality of slidingtype cover plates of alignment arrangements, form interim ground, but described slidingtype cover plate has second cover plate of first cover plate of metal sheet system and metal sheet system and links length ground and link by linking the length adjustment mechanism free adjustment, above-mentioned first cover plate has below the concrete slab that will form to be become above the interim ground, above-mentioned second cover plate have become interim ground above, after forming the concrete slab template on this interim ground, fluid concrete, form concrete slab.
6, concrete slab construction method as claimed in claim 5, it is characterized in that, above-mentioned two cover plates have plate main body and at least one travelling carriage respectively, described plate main body be formed with become interim ground above, described travelling carriage is fixed on the following of this plate main body and longer on the link direction of two cover plates, and above-mentioned binding length adjustment mechanism forms in the mode that above-mentioned plate main body and the mutual male and female shape of travelling carriage ground with above-mentioned two cover plates link.
7, as claim 5 or 6 described concrete slab construction methods, it is characterized in that, the plate main body of above-mentioned two cover plates have with at overlapping linking part perpendicular to the adjacent overlapping binding of cover plate in the both ends of link direction.
8, as any one the described concrete slab construction method in the claim 5 to 7, it is characterized in that, above-mentioned each above the cover plate, on link direction and the direction vertical, arrange and be formed with a plurality of flanks that extend and give prominence to the direction vertical with link direction with link direction.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2003166946 | 2003-06-11 | ||
| JP166946/2003 | 2003-06-11 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1788127A true CN1788127A (en) | 2006-06-14 |
Family
ID=33549277
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03826604 Pending CN1788127A (en) | 2003-06-11 | 2003-08-06 | Slide deck plate and slab construction method |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN1788127A (en) |
| AU (1) | AU2003252410A1 (en) |
| WO (1) | WO2004111358A1 (en) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0431913U (en) * | 1990-07-12 | 1992-03-16 | ||
| JP3326539B2 (en) * | 1992-11-20 | 2002-09-24 | 株式会社フジタ | Formwork for concrete slab construction with haunch |
| JPH0849337A (en) * | 1994-08-09 | 1996-02-20 | Sumikin Kozai Kogyo Kk | Floor type frame steel plate with reinforcing rigid material |
-
2003
- 2003-08-06 AU AU2003252410A patent/AU2003252410A1/en not_active Abandoned
- 2003-08-06 WO PCT/JP2003/009969 patent/WO2004111358A1/en active Application Filing
- 2003-08-06 CN CN 03826604 patent/CN1788127A/en active Pending
Also Published As
| Publication number | Publication date |
|---|---|
| AU2003252410A8 (en) | 2005-01-04 |
| AU2003252410A1 (en) | 2005-01-04 |
| WO2004111358A1 (en) | 2004-12-23 |
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