CN1970931B - Cast-in-situ concrete hollow slab - Google Patents
Cast-in-situ concrete hollow slab Download PDFInfo
- Publication number
- CN1970931B CN1970931B CN2006101219473A CN200610121947A CN1970931B CN 1970931 B CN1970931 B CN 1970931B CN 2006101219473 A CN2006101219473 A CN 2006101219473A CN 200610121947 A CN200610121947 A CN 200610121947A CN 1970931 B CN1970931 B CN 1970931B
- Authority
- CN
- China
- Prior art keywords
- cast
- place concrete
- shuttering member
- concrete cored
- upper plate
- 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.)
- Expired - Fee Related
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 141
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 37
- 238000009416 shuttering Methods 0.000 claims abstract description 112
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 35
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 32
- 239000004568 cement Substances 0.000 claims description 24
- 229910000831 Steel Inorganic materials 0.000 claims description 22
- 239000010959 steel Substances 0.000 claims description 22
- 239000000463 material Substances 0.000 claims description 14
- 239000004033 plastic Substances 0.000 claims description 10
- 229920003023 plastic Polymers 0.000 claims description 10
- 239000000835 fiber Substances 0.000 claims description 9
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 6
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 6
- 241001330002 Bambuseae Species 0.000 claims description 6
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 6
- 239000011425 bamboo Substances 0.000 claims description 6
- 239000003292 glue Substances 0.000 claims description 6
- 239000002184 metal Substances 0.000 claims description 6
- 229910052751 metal Inorganic materials 0.000 claims description 6
- 239000002023 wood Substances 0.000 claims description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 4
- 238000004026 adhesive bonding Methods 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 claims description 4
- 125000006850 spacer group Chemical group 0.000 claims description 4
- 239000004744 fabric Substances 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 230000002093 peripheral effect Effects 0.000 abstract 3
- 238000010276 construction Methods 0.000 description 21
- 238000005336 cracking Methods 0.000 description 5
- 238000009415 formwork Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 4
- 230000006378 damage Effects 0.000 description 4
- 239000011083 cement mortar Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005267 amalgamation Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 229920000642 polymer Polymers 0.000 description 2
- 239000002986 polymer concrete Substances 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 229910052902 vermiculite Inorganic materials 0.000 description 1
- 239000010455 vermiculite Substances 0.000 description 1
- 235000019354 vermiculite Nutrition 0.000 description 1
Images
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
Disclosed is a cast-in-situs concrete hollow slab which comprises a reinforced-bar concrete (1) and shuttering members (2), the shuttering member (2) is enclosed in the reinforced-bar concrete (1), the shuttering members (2) are arranged alternatively, a cast-in-situ reinforced-bar concrete rib (3) is arranged between them, and a cast-in-situ reinforced concrete upper slab (4) is arranged above, a cast-in-situ reinforced concrete upper slab (5) is arranged below, the shuttering members (2) comprise an upper board (6) and peripheral side panels (7), the upper board (6) and the peripheral side panels (7) encloses an open basin shape component, characterized in that an upper board dormer window (56) is arranged on the upper board (6) of the basin form component at a central portion, the lower basin mouth of the peripheral side panels (7) is provided with at least a projected transverse reinforcing rib (12) on at least one side. As a result, the invention can be applied to cast-in-situ reinforced concrete or prestressed reinforcement concrete's hollow storied-building roofings, house roofings, walls, foundation bedplates and hollow bridges, especially for hollow flat slabs.
Description
(1) technical field
The present invention relates to a kind of cast-in-place concrete cored.
(2) background technology
The most of precast hollow slab that adopts of the building of brick mix structure and frame construction is as cast-in-place concrete cored plate at present, this cast-in-place concrete cored plate has advantages such as speed of application is fast, cost is low, but owing to firmly do not link between adjacent two precast hollow slabs, only use cement mortar blind, thereby not only globality is poor, be unfavorable for antidetonation, and phenomenons such as slit cracking, infiltration often occur, put to no little inconvenience and psychological pressure to resident family.In order to address the above problem, a lot of building have adopted the method for Cast-in-place concrete floor (hollow, solid).Though the Cast-in-place concrete floor has solved antidetonation and problems of crack, when construction, to use a large amount of templates, like this, not only increased expense, and the speed of application that slowed down, prolonged the duration.The patent No. is ZL00203695.9's " combination concrete hidden rib cast-in-place concrete cored plate " utility model patent, it is made up of prefabricated plate, formwork, dark rib, upper plate, each prefabricated plate is horizontal positioned at interval, on prefabricated plate, be fixed with formwork, formwork comprises upper plate and side plate on every side, be provided with dark rib between contiguous prefabricated thin plate or the formwork, upper plate covers on the formwork, and connect as one with dark rib, the cast-in-place concrete cored plate of this kind no longer needs to use in a large number template, accelerate speed of application, shortened the duration, thereby reduced cost.But, the lower shoe of this cast-in-place concrete cored plate is a prefabricated plate, has the amalgamation seam each other, and globality is poor, if lower shoe adopts the cast-in-situ reinforced concrete plate, though good integrity, the problem that does not exist amalgamation to stitch, construction is inconvenient, the Cast-in-place concrete leakiness, be prone to problems such as voids and pits, therefore, develop a kind of novel cast-in-place concrete cored for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of cast-in-place concrete coredly, have good overall performance, and easy construction, construction cost is low, construction quality good.
Solution of the present invention is on the basis of existing technology, comprise steel bar concrete, shuttering member, shuttering member is wrapped up in and is contained in the steel bar concrete, shuttering member alternately, be the cast-in-situ reinforced concrete rib each other, it on it cast-in-situ reinforced concrete upper plate, it is the cast-in-situ reinforced concrete lower plate down, shuttering member comprises upper plate, sidewall on every side, upper plate, sidewall surrounds uncovered basin-shaped component on every side, it is characterized in that described basin-shaped component upper plate middle part has a upper plate skylight, at least one side of the lower basin mouth of sidewall has at least one to protrude horizontal reinforcing rib on every side.Like this, when basin-shaped component upper plate middle part has a upper plate skylight, when at least one side of the lower basin mouth of sidewall has at least one to protrude horizontal reinforcing rib on every side, concrete can pour into from hole, upper plate middle part to shuttering member bottom formation Cast-in-place concrete thin plate, made things convenient for construction application, and the reinforcing rib that laterally protrudes has improved the intensity of shuttering member basin mouth, make it be difficult for cracking destruction, the quality that has guaranteed shuttering member has reduced loss, saved cost, be applicable to the hollow building cover of cast-in-situ reinforced concrete or prestressed reinforced concrete, roof system, body of wall, sole plate and hollow bridges are used, and are particularly useful for hollow arch without beam and use.
The present invention also is do not have the cast in place reinforced bar upper plate, the upper surface of upper plate and cast-in-place concrete cored upper surface flush on the upper plate of described shuttering member.Like this, when not having the cast in place reinforced bar upper plate on the upper plate of shuttering member, making the cast-in-place concrete cored top that formed is the two way ribbed slab of prefabricated plate, and whole compressive strength is good, has improved cast-in-place concrete cored supporting capacity.
The present invention is that also the bottom of described shuttering member does not have the cast-in-situ reinforced concrete lower plate.Like this, when the bottom of shuttering member does not have the cast-in-situ reinforced concrete lower plate, make the cast-in-place concrete cored open two way ribbed slab in bottom that formed, whole compressive strength is good, has improved cast-in-place concrete cored supporting capacity.
The present invention also is do not have the cast in place reinforced bar upper plate on the upper plate of described shuttering member, the upper surface of upper plate and cast-in-place concrete cored upper surface flush, and the bottom of shuttering member does not have the cast-in-situ reinforced concrete lower plate.Like this, when the upper plate of shuttering member on do not have the cast in place reinforced bar upper plate, the upper surface of upper plate and cast-in-place concrete cored upper surface flush, when the bottom of shuttering member does not have the cast-in-situ reinforced concrete lower plate, the cast-in-place concrete cored in-situ deposited prefabricated superimposed sheet of two-way rib structure that formed, reduce the consumption of Cast-in-place concrete significantly, reduced cast-in-place concrete cored deadweight, improved cast-in-place concrete cored supporting capacity.
Feature of the present invention is that also the horizontal reinforcing rib of described protrusion is arranged at basin mouth inboard.Like this, when the horizontal reinforcing rib that protrudes is arranged at basin mouth inboard, concrete can pour into from hole, upper plate middle part to shuttering member bottom formation Cast-in-place concrete thin plate, made things convenient for construction application, and the reinforcing rib that laterally protrudes has improved the intensity of shuttering member basin mouth, make it be difficult for cracking destruction, guaranteed that the quality of shuttering member has reduced loss, saved cost.
Feature of the present invention is that also the horizontal reinforcing rib of described protrusion is arranged at the basin mouth outside.Like this, when the horizontal reinforcing rib that protrudes is arranged at the basin mouth outside, concrete can pour into from hole, upper plate middle part to shuttering member bottom formation Cast-in-place concrete thin plate, made things convenient for construction application, and the reinforcing rib that laterally protrudes has improved the intensity of shuttering member basin mouth, make it be difficult for cracking destruction, guaranteed that the quality of shuttering member has reduced loss, saved cost.
Feature of the present invention is that also the horizontal reinforcing rib ring of described protrusion is communicated with at lower basin mouth.Like this, when the horizontal reinforcing rib ring that protrudes is communicated with at lower basin mouth, concrete can pour into from hole, upper plate middle part to shuttering member bottom formation Cast-in-place concrete thin plate, made things convenient for construction application, and the reinforcing rib that laterally protrudes has improved the intensity of shuttering member basin mouth, make it be difficult for cracking destruction, guaranteed that the quality of shuttering member has reduced loss, saved cost.
Feature of the present invention is that also described shuttering member is provided with the carrying part.Like this, can very easily shuttering member be piled up, transport, lift and construct, reduce the work difficulty and the working strength of above-mentioned operation, help improving efficiency of construction, reduce construction cost.
Feature of the present invention also is described at least two shuttering members alternately, connects into the gang mould mould component by a spacer draw piece each other, constitutes the internal-rib die cavity between the adjacent shuttering member.Like this, shuttering member be applied to cast-in-place concrete cored in the time, improved cast-in-place concrete cored efficiency of construction and speed of application greatly.
Feature of the present invention is that also the horizontal profile of described shuttering member is shaped as rectangle, square, polygon, arc angle polygon, chamfering polygon, multi sphere limit shape, corrugated or circular.Like this, the variation of shuttering member shape, make shuttering member be applied to cast-in-place concrete cored in after, correspondingly formed various difform cast-in-situ concrete structures, thereby made cast-in-place concrete cored structure more reasonable, made things convenient for design and construction unit to select for use.
Feature of the present invention is that also the re-entrant portion of described shuttering member is provided with light material.Like this, shuttering member has better sound insulation, heat insulation, heat-insulating property; Simultaneously, also improve the shock resistance of shuttering member greatly, reduced the breakage rate of product in the construction application process.Light material can be foamed plastics, expanded perlite, expanded vermiculite, foaming or aerated light concrete, rock wool, mineral wool, glass wool, haydite or haydite concrete etc., and the diversity of its light material kind is drawn materials when being convenient to produce nearby, helps reducing production costs.
Feature of the present invention is that also described shuttering member is provided with align member.Align member can be draw ring, drag hook, iron wire, feet, small lugs, little protruding nail or other device.Like this, can accurately locate, prevent that phenomenons such as shuttering member floats, displacement from producing when building concrete, simultaneously, also can carry out spacingly, guarantee cast-in-place concrete cored pouring quality effectively reinforcing bar to shuttering member.
Feature of the present invention is that also described shuttering member is provided with connector connected to one another between the shuttering member.Like this, when shuttering member is applied to cast-in-place concrete cored construction, can be connected to each other by connector between shuttering member and the shuttering member, thereby shuttering member is laid easy to connect, can not produce displacement or dislocation each other, construction easily, can not occur that Cast-in-place concrete rib width between shuttering member and the shuttering member is inconsistent, phenomenon such as the Cast-in-place concrete upper plate variable thickness on the shuttering member causes, guaranteed cast-in-place concrete cored total quality, satisfy cast-in-place concrete cored mechanical property requirements, reduced construction cost.
Feature of the present invention also be described upper plate or on every side at least one of sidewall be provided with overlapping layers.Like this, owing to be provided with overlapping layers, thereby the making of shuttering member is easier, production efficiency is higher, and cost of production is lower.Simultaneously, the intensity and the rigidity of shuttering member are bigger, pile up, cracky more not in transportation and the construction and installation process.
Feature of the present invention is that also described overlapping layers is light aggregate concrete layer, aerating concrete layer, cement sand bed, Cement fibre layer, cement steel screen layer, cement concrete layer, steel bar concrete layer, plastic plate, plastic foamboard, metal crimp template or wood glue plate or bamboo offset plate.Like this, the variation of overlapping layers manufacturing materials can make shuttering member fully satisfy the needs of various different situations, helps reducing product cost.
Feature of the present invention also be the upper plate of described shuttering member or on every side the wall of sidewall be the wall of Cement fibre, Cement fibre net, cement steel net, cement gauze wire cloth, concrete plate, bamboo offset plate, wood glue plate, plastics, metal crimp template, lightweight concrete, perhaps toss is the toss of cement mortar, concrete, lightweight concrete, polymer concrete, polymer mortar.Like this, the upper plate of shuttering member and the variation of sidewall manufacturing materials on every side can make shuttering member fully satisfy the needs of various different situations, help reducing the cost of floor.
Feature of the present invention is that also in described upper plate, sidewall or the toss on every side at least one is to be stained with the muscle of cementitious material or the superimposed gluing of reinforce of net forms by multilayer.Like this, be stained with upper plate, sidewall or the toss on every side that the reinforce of the muscle of cementitious material or net is formed by stacking, have characteristics such as intensity height, rigidity be big, in light weight by multilayer, the respective mode mould component pile up, cracky more not in transportation and the construction and installation process.
The present invention also is describedly to contain presstressed reinforcing steel in cast-in-place concrete cored.Like this, the setting of prestressed reinforcement can improve cast-in-place concrete cored supporting capacity greatly, and increases cast-in-place concrete cored span.
The present invention also is describedly to contain reinforcing bar in cast-in-place concrete cored.Reinforcing bar can be cold-rolled forming section or channel-section steel or i shaped steel or other Steel section member.Like this, can improve cast-in-place concrete cored supporting capacity significantly, simultaneously, reinforcing bar is implied in that corresponding in the concrete to form no beam cast-in-place concrete cored.
The present invention also is describedly also to be provided with dark beam or/and bright beam in cast-in-place concrete cored.Like this, cast-in-place concrete cored mechanical property is better, helps that local pressure in cast-in-place concrete cored is increased the district and strengthens; When being provided with dark beam, can strengthen cast-in-place concrete cored mechanical property, simultaneously, dark beam lies in the cast-in-situ concrete hollow intralamellar part, it is attractive in appearance not influence cast-in-place concrete cored external structure, does not take the usage space of building during use, can more effectively improve the usage space of building.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.
Fig. 2 is the structural representation of the embodiment of the invention 2.
Fig. 3 is the structural representation of the embodiment of the invention 3.
Fig. 4 is the structural representation of the embodiment of the invention 4.
Fig. 5 is the structural representation of the embodiment of the invention 5.
Fig. 6 is the structural representation of the embodiment of the invention 6.
Fig. 7 is the structural representation of the embodiment of the invention 7.
Fig. 8 is the structural representation of the embodiment of the invention 8.
Fig. 9 is the structural representation of the embodiment of the invention 9.
Figure 10 is the structural representation of the embodiment of the invention 10.
Figure 11 is the structural representation of the embodiment of the invention 11.
Figure 12 is the structural representation of the embodiment of the invention 12.
Figure 13 is the structural representation of the embodiment of the invention 13.
Figure 14 is the structural representation of the embodiment of the invention 14.
Figure 15 is the structural representation of the embodiment of the invention 15.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise steel bar concrete 1, shuttering member 2, shuttering member 2 is wrapped up in and is contained in the steel bar concrete 1, shuttering member 2 alternately, be cast-in-situ reinforced concrete rib 3 each other, it on it cast-in-situ reinforced concrete upper plate 4, it is cast-in-situ reinforced concrete lower plate 5 down, shuttering member 2 comprises upper plate 6, sidewall 7 on every side, upper plate 6, sidewall 7 surrounds uncovered basin-shaped component on every side, it is characterized in that described basin-shaped component upper plate 6 middle parts have a upper plate skylight 56, at least one side of the lower basin mouth of sidewall 7 has at least one to protrude horizontal reinforcing rib 12 on every side.In each accompanying drawing, 1 is steel bar concrete, and 2 is shuttering member, and 3 is the cast-in-situ reinforced concrete rib, and 4 is the cast-in-situ reinforced concrete upper plate, and 5 is the cast-in-situ reinforced concrete lower plate, and 6 is upper plate, 7 be around sidewall, 8 is through-hole pipe, 9 is removable cover, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, cast-in-place concrete cored steel bar concrete 1, the shuttering member 2 of comprising, shuttering member 2 is wrapped up in and is contained in the steel bar concrete 1, shuttering member 2 alternately, be cast-in-situ reinforced concrete rib 3 each other, it on it cast-in-situ reinforced concrete upper plate 4, it is cast-in-situ reinforced concrete lower plate 5 down, shuttering member 2 comprises upper plate 6, sidewall 7 on every side, upper plate 6, sidewall 7 surrounds uncovered basin-shaped component on every side, its described basin-shaped component upper plate 6 middle parts have a upper plate skylight 56, and the lower basin mouth of sidewall 7 has the horizontal reinforcing rib 12 of protrusion on every side.
The present invention also is do not have cast in place reinforced bar upper plate 4, the upper surface of upper plate 6 and cast-in-place concrete cored upper surface flush on the upper plate 6 of described shuttering member 2.As shown in Figure 2, there is not cast in place reinforced bar upper plate 4 on the upper plate 6 of its described shuttering member 2, the upper surface of upper plate 6 and cast-in-place concrete cored upper surface flush.
The present invention is that also the bottom of described shuttering member 2 does not have cast-in-situ reinforced concrete lower plate 5.As shown in Figure 3, the bottom of its described shuttering member 2 does not have cast-in-situ reinforced concrete lower plate 5.As shown in Figure 4, the bottom of its described shuttering member 2 does not have cast-in-situ reinforced concrete lower plate 5.
The present invention also is do not have cast in place reinforced bar upper plate 4 on the upper plate 6 of described shuttering member 2, the upper surface of upper plate 6 and cast-in-place concrete cored upper surface flush, and the bottom of shuttering member 2 does not have cast-in-situ reinforced concrete lower plate 5.As shown in Figure 5, there is not cast in place reinforced bar upper plate 4 on the upper plate 6 of its described shuttering member 2, the upper surface of upper plate 6 and cast-in-place concrete cored upper surface flush, the bottom of shuttering member 2 does not have cast-in-situ reinforced concrete lower plate 5.
The present invention is that also the horizontal reinforcing rib 12 of described protrusion is arranged at basin mouth inboard.As shown in Figure 1, the horizontal reinforcing rib 12 of its described protrusion is arranged at basin mouth inboard.
The present invention is that also the horizontal reinforcing rib 12 of described protrusion is arranged at the basin mouth outside.As shown in Figure 6, the horizontal reinforcing rib 12 of its described protrusion is arranged at the basin mouth outside.
The present invention is that also horizontal reinforcing rib 12 rings of described protrusion are communicated with at lower basin mouth.As shown in Figure 6, horizontal reinforcing rib 12 rings of its described protrusion are communicated with at lower basin mouth.
The present invention is that also described shuttering member is provided with carrying part 34.As shown in Figure 7, its described shuttering member is provided with carrying part 34.
The present invention also is described at least two shuttering members alternately, connects into the gang mould mould component by a spacer draw piece 32 each other, constitutes internal-rib die cavity 31 between the adjacent shuttering member.As shown in Figure 7, its described a plurality of shuttering members connect into the gang mould mould component by a spacer draw piece 32 alternately each other, constitute internal-rib die cavity 31 between the adjacent shuttering member.
The present invention is that also the horizontal profile of described shuttering member is shaped as rectangle, square, polygon, arc angle polygon, chamfering polygon, multi sphere limit shape, corrugated or circular.As shown in Figure 8, the horizontal profile of its described shuttering member is shaped as the arc angle polygon.
The present invention is that also the re-entrant portion of described shuttering member is provided with light material 35.As shown in Figure 9, the re-entrant portion of its described shuttering member is provided with light material 35.
The present invention is that also described shuttering member is provided with align member 36.As shown in figure 10, its described shuttering member is provided with align member 36.
The present invention is that also described shuttering member is provided with connector 10 connected to one another between the shuttering member.As shown in figure 11, its described shuttering member is provided with connector 10 connected to one another between the shuttering member.
The present invention also be described upper plate 6 or on every side at least one of sidewall 7 be provided with overlapping layers 33.As shown in figure 12, its described upper plate 6 is provided with overlapping layers 33.
The present invention is that also described overlapping layers 33 is light aggregate concrete layer, aerating concrete layer, cement sand bed, Cement fibre layer, cement steel screen layer, cement concrete layer, steel bar concrete layer, plastic plate, plastic foamboard, metal crimp template or wood glue plate or bamboo offset plate.As shown in figure 12, its described overlapping layers 33 is the light aggregate concrete layer.
The present invention also be the upper plate 6 of described shuttering member or on every side the wall of sidewall 7 be the wall of Cement fibre, Cement fibre net, cement steel net, cement gauze wire cloth, concrete plate, bamboo offset plate, wood glue plate, plastics, metal crimp template, lightweight concrete, perhaps toss 13 is the toss of cement mortar, concrete, lightweight concrete, polymer concrete, polymer mortar.As shown in figure 13, the upper plate 6 of its described shuttering member and on every side the wall of sidewall 7 be the wall of concrete plate, toss 13 is the toss of lightweight concrete.
The present invention is that also in described upper plate 6, sidewall 7 or the toss 13 on every side at least one is to be stained with the muscle of cementitious material or the reinforce 11 superimposed gluings of net form by multilayer.As shown in figure 13, its described upper plate 6 and on every side sidewall 7 be to form by the netted reinforce 11 superimposed gluings that multilayer is stained with cementitious material.
The present invention also is describedly to contain presstressed reinforcing steel 75 in cast-in-place concrete cored.As shown in figure 13, it describedly contains presstressed reinforcing steel 75 in cast-in-place concrete cored.
The present invention also is describedly to contain reinforcing bar 76 in cast-in-place concrete cored.As shown in figure 14, it describedly contains reinforcing bar 76 in cast-in-place concrete cored.As shown in figure 15, it describedly contains reinforcing bar 76 in cast-in-place concrete cored.
The present invention also is describedly also to be provided with dark beam 77 or/and bright beam 78 in cast-in-place concrete cored.As shown in figure 15, it describedly also is provided with dark beam 77 and bright beam 78 in cast-in-place concrete cored.
During the invention process, press earlier construction requirement mounting bracket or template, lay shuttering member 2, re-lay the reinforcing bar of reinforcing bar or dark beam 77 or bright beam 78, and various steel pipe buried in advance spare, pour concrete after the acceptance(check), after treating the concrete setting and harden, maintenance is to stipulating the length of time that form removal promptly gets cast-in-place concrete cored.
Claims (22)
- One kind cast-in-place concrete cored, comprise steel bar concrete (1), shuttering member (2), shuttering member (2) is wrapped up in and is contained in the steel bar concrete (1), shuttering member (2) alternately, be cast-in-situ reinforced concrete rib (3) each other, it on it cast-in-situ reinforced concrete upper plate (4), it is cast-in-situ reinforced concrete lower plate (5) down, shuttering member (2) comprises upper plate (6), sidewall (7) on every side, upper plate (6), sidewall (7) surrounds uncovered basin-shaped component on every side, it is characterized in that described basin-shaped component upper plate (6) middle part has a upper plate skylight (56), at least one side of lower basin mouth of sidewall (7) has at least one to protrude horizontal reinforcing rib (12) on every side.
- 2. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that not having cast in place reinforced bar upper plate (4), the upper surface of upper plate (6) and cast-in-place concrete cored upper surface flush on the upper plate (6) of described shuttering member (2).
- 3. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that the bottom of described shuttering member (2) does not have cast-in-situ reinforced concrete lower plate (5).
- 4. according to claim 1 a kind of cast-in-place concrete cored, it is characterized in that not having cast in place reinforced bar upper plate (4) on the upper plate (6) of described shuttering member (2), the upper surface of upper plate (6) and cast-in-place concrete cored upper surface flush, the bottom of shuttering member (2) does not have cast-in-situ reinforced concrete lower plate (5).
- 5. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that the horizontal reinforcing rib (12) of described protrusion is arranged at basin mouth inboard.
- 6. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that the horizontal reinforcing rib (12) of described protrusion is arranged at the basin mouth outside.
- 7. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that horizontal reinforcing rib (12) ring of described protrusion is communicated with at lower basin mouth.
- 8. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that described shuttering member is provided with carrying part (34).
- 9. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that described at least two shuttering members alternately, connect into the gang mould mould component by a spacer draw piece (32) each other, constitute internal-rib die cavity (31) between the adjacent shuttering member.
- 10. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that the horizontal profile of described shuttering member is shaped as polygon, multi sphere limit shape, corrugated or circular.
- 11. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that the horizontal profile of described shuttering member is shaped as rectangle, square, arc angle polygon or chamfering polygon.
- 12. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that the re-entrant portion of described shuttering member is provided with light material (35).
- 13. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that described shuttering member (2) is provided with align member (36).
- 14. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that described shuttering member (2) is provided with connector connected to one another (10) between the shuttering member.
- 15. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that described upper plate (6) or on every side at least one of sidewall (7) be provided with overlapping layers (33).
- 16. according to claim 15 a kind of cast-in-place concrete cored, it is characterized in that described overlapping layers (33) is light aggregate concrete layer, aerating concrete layer, cement sand bed, Cement fibre layer, cement steel screen layer, cement concrete layer, steel bar concrete layer, plastic plate, metal crimp template or wood glue plate or bamboo offset plate.
- 17. according to claim 15 a kind of cast-in-place concrete cored, it is characterized in that described overlapping layers (33) is a plastic foamboard.
- 18. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that the upper plate (6) of described shuttering member or on every side the wall of sidewall (7) be the wall of Cement fibre, Cement fibre net, cement steel net, cement gauze wire cloth, concrete plate, bamboo offset plate, wood glue plate, plastics, metal crimp template, lightweight concrete.
- 19. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that described upper plate (6) or on every side at least one in the sidewall (7) be to be stained with the muscle of cementitious material or the superimposed gluing of the reinforce of net (11) forms by multilayer.
- 20. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that describedly containing presstressed reinforcing steel (75) in cast-in-place concrete cored.
- 21. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that describedly containing reinforcing bar (76) in cast-in-place concrete cored.
- 22. described a kind of cast-in-place concrete cored according to arbitrary claim in the claim 1 to 4, it is characterized in that describedly also being provided with dark beam (77) or/and bright beam (78) in cast-in-place concrete cored.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2006101219473A CN1970931B (en) | 2005-08-29 | 2006-08-28 | Cast-in-situ concrete hollow slab |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200510097777.5 | 2005-08-29 | ||
| CN200510097777 | 2005-08-29 | ||
| CN2006101219473A CN1970931B (en) | 2005-08-29 | 2006-08-28 | Cast-in-situ concrete hollow slab |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1970931A CN1970931A (en) | 2007-05-30 |
| CN1970931B true CN1970931B (en) | 2010-09-22 |
Family
ID=38111930
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2006101219473A Expired - Fee Related CN1970931B (en) | 2005-08-29 | 2006-08-28 | Cast-in-situ concrete hollow slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1970931B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1348041A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Hollow floor slab of in-situ deposited steel bar reinforced concrete |
| EP1236843A2 (en) * | 2000-12-13 | 2002-09-04 | Studio Tecnico Ing. Giorgio Cristalli | System, method and modular forms for the production of floors |
| CN1455065A (en) * | 2002-04-30 | 2003-11-12 | 邱则有 | Reinforced concrete three-dimensional load-carrying structure floor |
| CN1548677A (en) * | 2003-05-20 | 2004-11-24 | 邱则有 | Hollow concrete board |
-
2006
- 2006-08-28 CN CN2006101219473A patent/CN1970931B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1236843A2 (en) * | 2000-12-13 | 2002-09-04 | Studio Tecnico Ing. Giorgio Cristalli | System, method and modular forms for the production of floors |
| CN1348041A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Hollow floor slab of in-situ deposited steel bar reinforced concrete |
| CN1455065A (en) * | 2002-04-30 | 2003-11-12 | 邱则有 | Reinforced concrete three-dimensional load-carrying structure floor |
| CN1548677A (en) * | 2003-05-20 | 2004-11-24 | 邱则有 | Hollow concrete board |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1970931A (en) | 2007-05-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1970931B (en) | Cast-in-situ concrete hollow slab | |
| CN1970938A (en) | Cast-in-situ concrete hollow slab | |
| CN100570092C (en) | A kind of shuttering member | |
| CN100537912C (en) | A kind of cast-in-place concrete cored | |
| CN100396873C (en) | A shuttering member | |
| CN100356021C (en) | A shuttering member | |
| CN1629433B (en) | A shuttering member | |
| CN100396872C (en) | A shuttering member | |
| CN100359117C (en) | A shuttering member | |
| CN100476147C (en) | A framework member | |
| CN100348808C (en) | Cavity member for hollow slab | |
| CN1629431A (en) | A shuttering member | |
| CN1970939B (en) | Cast-in-situ concrete hollow slab | |
| CN100501091C (en) | Formwork component | |
| CN100535345C (en) | Formwork component | |
| CN100501092C (en) | Formwork component | |
| CN101135185A (en) | Cast-in-situs concrete hollow slab | |
| CN101041995A (en) | Cast-in-situs concrete hollow slab | |
| CN101041994A (en) | Cast-in-situs concrete hollow slab | |
| CN1970934A (en) | Cast-in-situ concrete hollow slab | |
| CN101429815A (en) | Formwork component | |
| CN101382002A (en) | Formwork component | |
| CN101182727A (en) | Shuttering component | |
| CN101324125A (en) | Shuttering component | |
| CN101368418A (en) | Formwork component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: HUBEI QIUZEYOU PATENT STRATEGY PLANNING CO., LTD. Free format text: FORMER OWNER: QIU ZEYOU Effective date: 20101231 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 410011 28/F, SHUNTIANCHENG, NO.59, SECTION 2 OF FURONG MIDDLE ROAD, CHANGSHA CITY, HU NAN PROVINCE TO: 410205 JUXING INDUSTRIAL BASE, NO.8, LUJING ROAD, CHANGSHA HIGH-TECH DEVELOPMENT ZONE, YUELU DISTRICT, CHANGSHA CITY, HU NAN PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20101231 Address after: 410205, Hunan Changsha Changsha hi tech Development Zone, Yuelu District Road, No. 8 star industry base Patentee after: Hunan Qiuzeyou Patent Strategy Planning Co., Ltd. Address before: 410011 Hunan province Changsha Furong Road two section 59 Suncheon City 28 floor Patentee before: Qiu Zeyou |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100922 Termination date: 20130828 |