CN1959010A - Shuttering component - Google Patents
Shuttering component Download PDFInfo
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- CN1959010A CN1959010A CN 200610108867 CN200610108867A CN1959010A CN 1959010 A CN1959010 A CN 1959010A CN 200610108867 CN200610108867 CN 200610108867 CN 200610108867 A CN200610108867 A CN 200610108867A CN 1959010 A CN1959010 A CN 1959010A
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- upper plate
- sidewall
- perhaps
- stiffener
- support bar
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Abstract
The present invention relates to a kind of form member. It includes upper plate and peripheric side wall. Said upper plate and peripheric side wall are connected together to form an open basin-shaped member. It is characterized by that on the middle portion of said upper plate a top window for making concrete construction operation is cut, and said upper plate has a supporting bar component, so that said form member can be used for in-situ casting reinforced concrete or prestressed reinforced concrete hollow floor, roof, wall body, foundation bedplate and open-web bridge, etc.
Description
(1) technical field
The present invention relates to a kind of shuttering member.
(2) background technology
The most of precast hollow slab that adopts of the building of brick mix structure and frame construction is as floor structure at present, this floor structure 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 floor structure " 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, this kind floor structure 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 floor structure 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 shuttering member for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of shuttering member, be applied to cast-in-situ concrete hollow floor after, can significantly improve the overall performance of superstructure, guarantee construction quality, and easy construction, construction cost are low.
Solution of the present invention is on the basis of existing technology, comprise upper plate, sidewall on every side, upper plate, sidewall surrounds uncovered basin-shaped component on every side, it is characterized in that the upper plate middle part of described basin-shaped component has a concrete construction operation skylight, and upper plate has support bar.Like this, when the upper plate middle part of basin-shaped component has a concrete construction operation skylight, described shuttering member is applied in the process of In-situ cast concrete board, can pour into a mould the Cast-in-place concrete thin plate that Cast-in-place concrete forms the shuttering member bottom down to shuttering member by the skylight, thereby it is more convenient to construct, and guaranteed the pouring quality of Cast-in-place concrete thin plate, make it not be prone to voids and pits, after having watered, the skylight is sealed, build the Cast-in-place concrete between the shuttering member and top again, concrete can not enter in the cavity of shuttering member again, simultaneously, thereby has guaranteed the pouring quality of In-situ cast concrete board, can not reduce the hollow rate of In-situ cast concrete board, help reducing construction cost; Simultaneously, because upper plate has support bar, thereby the rigidity of shuttering member and intensity are better, thereby reached purpose of the present invention, the hollow building cover, roof system, body of wall, sole plate and the hollow bridges that are applicable to cast-in-situ reinforced concrete or prestressed reinforced concrete are used, and are particularly useful for hollow arch without beam and use.
Another solution of the present invention is on the basis of existing technology, comprise upper plate, sidewall on every side, upper plate, sidewall surrounds uncovered basin-shaped component on every side, it is characterized in that having a concrete construction operation skylight on the upper plate of described basin-shaped component upper plate or be connected with at least one stiffener in the sidewall on every side.Like this, when having a concrete construction operation skylight on the upper plate of basin-shaped component, described shuttering member is applied in the process of In-situ cast concrete board, can pour into a mould the Cast-in-place concrete thin plate that Cast-in-place concrete forms the shuttering member bottom down to shuttering member by the skylight, thereby it is more convenient to construct, and guaranteed the pouring quality of Cast-in-place concrete thin plate, make it not be prone to voids and pits, after having watered, the skylight is sealed, build the Cast-in-place concrete between the shuttering member and top again, concrete can not enter in the cavity of shuttering member again, thereby guaranteed the pouring quality of In-situ cast concrete board, can not reduce the hollow rate of In-situ cast concrete board, help reducing construction cost, simultaneously, because upper plate or be connected with at least one stiffener in the sidewall on every side, but stiffener makes shuttering member form the member of load, after described shuttering member is applied in the In-situ cast concrete board, but the shuttering member participation structure is stressed, has improved the load performance of In-situ cast concrete board, thereby has reached purpose of the present invention, 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.
Feature of the present invention is that also described support bar and upper plate are for fixedlying connected.Like this, the shuttering member good integrity, support bar and the shuttering member destruction that is difficult for wrecking has been reduced the loss of shuttering member, has saved cost, and the fixedly connected rigidity that makes between support bar and the shuttering member is big, not yielding.
Feature of the present invention is that also described support bar and upper plate are for whole.Like this, the shuttering member good integrity, support bar and the shuttering member destruction that is difficult for wrecking has been reduced the loss of shuttering member, has saved cost, and the fixedly connected rigidity that makes between support bar and the shuttering member is big, not yielding.
Feature of the present invention is that also described support bar and upper plate are for flexibly connecting.Like this, shuttering member is made more convenient.
Feature of the present invention is that also described support bar and upper plate are detachable the connection.Like this, shuttering member is made more convenient.
Feature of the present invention is that also described they sup-port is at periphery position, skylight.Like this, shuttering member is difficult for being damaged by pressure, has reduced the loss of shuttering member, has saved cost.
Feature of the present invention is also that described support bar is parallel, quadrature, oblique.Like this, support bar has carried out support reinforcing from multi-angle is multi-direction to shuttering member, makes it can fully satisfy the needs that practice.
Feature of the present invention is that also described support bar constitutes the rod member truss.Like this, when support bar constituted the rod member truss, support bar was interconnected with one another whole, had improved the globality of shuttering member, made its not cracky.
Feature of the present invention is that also there is removable cover in described skylight.Like this, when the skylight was removable cover, when shuttering member was applied in the In-situ cast concrete board, the Cast-in-place concrete thin plate under the shuttering member can be built very easily, has simplified construction technology, has reduced difficulty of construction.
Feature of the present invention is that also described skylight is stamped activity or fixed support bar.Like this, the strength and stiffness of skylight cover are bigger.
Feature of the present invention is that also described shuttering member has sidewall to make somebody a mere figurehead pin.Like this, when having sidewall, shuttering member makes somebody a mere figurehead pin, after described shuttering member is applied in the Cast-in-place concrete, can from the skylight, pour into Cast-in-place concrete and form the Cast-in-place concrete thin plate, the built on stilts pin of side wall lower ends can support shuttering member apart from the construction formwork certain distance on every side, guarantees that Cast-in-place concrete can flow, and forms whole Cast-in-place concrete lower plate, make things convenient for construction application, improved operating efficiency.
Feature of the present invention is that also described sidewall on every side has fixing, movable, whole built on stilts pin.Like this, when sidewall on every side had fixing built on stilts pin, the height of built on stilts pin can be adjusted, and rationally selects required built on stilts pin for use, has made things convenient for to practice; When sidewall on every side had movable built on stilts pin, the height of built on stilts pin can be adjusted, and rationally selects required built on stilts pin for use, has made things convenient for to practice.
Feature of the present invention is that also described stiffener connects upper plate and sidewall on every side.Like this, when stiffener connects upper plate and on every side during sidewall, stiffener with upper plate and on every side sidewall be connected to form integral body, improved the overall performance of shuttering member, make it not fragile.
Feature of the present invention is that also described stiffener supports skylight opening.Like this, stiffener has carried out support reinforcing to skylight opening, makes not cracky of skylight opening, has reduced the loss of shuttering member, has saved cost.
Feature of the present invention also be described stiffener connect skylight opening and after the uncovered concrete plate that waters.Like this, when stiffener connect skylight opening and after water uncovered concrete plate the time, but stiffener makes shuttering member form the member of load, after described shuttering member is applied in the In-situ cast concrete board, but the shuttering member participation structure is stressed, has improved the load performance of In-situ cast concrete board.
Feature of the present invention also be described stiffener connect upper plate and after the uncovered concrete plate that waters.Like this, when stiffener connect upper plate and after water uncovered concrete plate the time, but stiffener makes shuttering member form the member of load, after described shuttering member is applied in the In-situ cast concrete board, but the shuttering member participation structure is stressed, has improved the load performance of In-situ cast concrete board.
Feature of the present invention also be described stiffener connect around sidewall and after the uncovered concrete plate that waters.Like this, around stiffener connects sidewall and after water uncovered concrete plate the time, but stiffener makes shuttering member form the member of load, after described shuttering member is applied in the In-situ cast concrete board, but the shuttering member participation structure is stressed, has improved the load performance of In-situ cast concrete board.
Feature of the present invention also be described stiffener connect upper plate, on every side sidewall and after the uncovered concrete plate that waters.Like this, stiffener has increased substantially the globality of shuttering member, after described shuttering member is applied in the In-situ cast concrete board, after stiffener and Cast-in-place concrete combine, but makes the shuttering member participation structure stressed jointly, has improved the load performance of In-situ cast concrete board.
Feature of the present invention is that also described stiffener connects two sidewalls on every side.Like this, around stiffener connects two during sidewall, stiffener has been connected to form integral body with sidewall around two, has improved the globality of shuttering member, makes its not cracky.
Feature of the present invention also be described stiffener from upper plate or on every side sidewall expose.Like this, when shuttering member was applied in the In-situ cast concrete board, stiffener and Cast-in-place concrete combined, but made the common load of its participation structure, had improved the load performance of In-situ cast concrete board, had improved the lotus ability of holding of In-situ cast concrete board.
Feature of the present invention also be described stiffener from upper plate or on every side the sidewall appearance stretch out and appear.Like this, when shuttering member was applied in the In-situ cast concrete board, stiffener and Cast-in-place concrete combined, but made the common load of its participation structure, had improved the load performance of In-situ cast concrete board, had improved the lotus ability of holding of In-situ cast concrete board.
Feature of the present invention also be described stiffener from upper plate or on every side sidewall expose or stretch out and appear, and stretch out reinforcing bar.Like this, when shuttering member was applied in the In-situ cast concrete board, the reinforcing bar and the Cast-in-place concrete that stretch out combined, but made the common power transmission of stiffener participation structure, had improved the load performance of In-situ cast concrete board, had improved weight bearing power.
Feature of the present invention is that also described stiffener stretches out reinforcing bar at uncovered position.Like this, when shuttering member was applied in the In-situ cast concrete board, the reinforcing bar and the Cast-in-place concrete that stretch out combined, but made the common power transmission of stiffener participation structure, had improved the load performance of In-situ cast concrete board, had improved weight bearing power.
Feature of the present invention is that also described stiffener flushes or grows with side wall lower ends on every side.Simultaneously, stiffener flushes or grows with side wall lower ends on every side, but stiffener makes shuttering member form the member of load, and after described shuttering member is applied in the In-situ cast concrete board, but the shuttering member participation structure is stressed, has improved the load performance of In-situ cast concrete board.
Feature of the present invention is that also described skylight is furnished with trapdoor lid.Like this, when there is skylight cover in the skylight, described shuttering member is applied in the process of In-situ cast concrete board, has guaranteed the pouring quality of Cast-in-place concrete thin plate, makes it not be prone to voids and pits, after having watered, skylight cover is covered suitable for reading, build the Cast-in-place concrete between the shuttering member and top again, concrete can not pour in the skylight, guarantee the pouring quality of In-situ cast concrete board, can not reduce the hollow rate of In-situ cast concrete board.
Feature of the present invention is that also described shuttering member has the built on stilts fixed or movable built on stilts pin of side wall lower ends on every side.Like this, when sidewall on every side had fixing built on stilts pin, the height of built on stilts pin can be adjusted, and rationally selects required built on stilts pin for use, has made things convenient for to practice; When sidewall on every side had movable built on stilts pin, the height of built on stilts pin can be adjusted, and rationally selects required built on stilts pin for use, has made things convenient for to practice.
Feature of the present invention is that also described built on stilts pin is arranged on every side under the sidewall.Like this, when described sidewall on every side has built on stilts pin, after described shuttering member is applied in the Cast-in-place concrete, can from the skylight, pour into Cast-in-place concrete and form the Cast-in-place concrete thin plate, the built on stilts pin of side wall lower ends can support shuttering member apart from the construction formwork certain distance on every side, guarantees that Cast-in-place concrete can flow, and forms whole Cast-in-place concrete lower plate, make things convenient for construction application, improved operating efficiency.
Feature of the present invention is that also concrete backstop or retaining grid are arranged under the described sidewall on every side.Like this, when described shuttering member is applied in the In-situ cast concrete board, building in the process of Cast-in-place concrete, backstop can prevent that concrete from flowing under the light carcass, and light carcass is floated, and has made things convenient for building of Cast-in-place concrete, has guaranteed the pouring quality of In-situ cast concrete board.
(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.
Figure 16 is the structural representation of the embodiment of the invention 16.
Figure 17 is the structural representation of the embodiment of the invention 17.
Figure 18 is the structural representation of the embodiment of the invention 18.
Figure 19 is the structural representation of the embodiment of the invention 19.
Figure 20 is the structural representation of the embodiment of the invention 20.
Figure 21 is the structural representation of the embodiment of the invention 21.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention comprises upper plate 1, sidewall 2 on every side as shown in drawings, and upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, it is characterized in that upper plate 1 middle part of described basin-shaped component has a concrete construction operation skylight 3, and upper plate 1 has support bar 68.In each accompanying drawing, 1 is upper plate, 2 be around sidewall, 3 is the skylight, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, comprise upper plate 1, sidewall 2 on every side, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, and upper plate 1 middle part of its described basin-shaped component has a concrete construction operation skylight 3, and upper plate 1 has support bar 68.
The present invention as shown in drawings, comprise upper plate 1, sidewall 2 on every side, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, it is characterized in that having a concrete construction operation skylight 3 on the upper plate 1 of described basin-shaped component upper plate 1 or be connected with at least one stiffener 69 in the sidewall 2 on every side.As shown in Figure 2, comprise upper plate 1, sidewall 2 on every side, upper plate 1, sidewall 2 surrounds uncovered basin-shaped component on every side, has a concrete construction operation skylight 3 on the upper plate 1 of its described basin-shaped component, upper plate 1, is connected with stiffener 69 in the sidewall 2 on every side.
Feature of the present invention is that also upper plate 1 has support bar 68.As shown in Figure 3, upper plate 1 has support bar 68.
Feature of the present invention is that also described support bar 68 and upper plate 1 are for fixedlying connected.As shown in Figure 4, its described support bar 68 and upper plate 1 are for fixedlying connected.
Feature of the present invention is that also described support bar 68 and upper plate 1 are integral body.As Fig. 5, shown in Figure 6, its described support bar 68 is whole with upper plate 1.
Feature of the present invention is that also described support bar 68 and upper plate 1 are flexible connection.As shown in Figure 7, its described support bar 68 is flexible connection with upper plate 1.
Feature of the present invention is that also described support bar 68 is detachable the connection with upper plate 1.As shown in Figure 8, its described support bar 68 is detachable the connection with upper plate 1.
Feature of the present invention is that also described support bar 68 is supported on periphery position, skylight.As shown in Figure 9, its described support bar 68 is supported on periphery position, skylight.
Feature of the present invention is also that described support bar is 68 parallel, quadrature, oblique.As shown in Figure 9, its described support bar 68 is parallel.
Feature of the present invention is that also described support bar 68 constitutes the rod member truss.As shown in figure 10, its described support bar 68 constitutes the rod member truss.
Feature of the present invention is that also there is removable cover 8 in described skylight 3.As shown in figure 11, there is removable cover 8 in its described skylight 3.
Feature of the present invention is that also described skylight cover 8 has activity or fixed support bar 68.As shown in figure 11, its described skylight cover 8 has fixed support bar 68.
Feature of the present invention is that also described shuttering member has sidewall to make somebody a mere figurehead pin 6.As shown in figure 12, its described shuttering member has sidewall to make somebody a mere figurehead pin 6.
Feature of the present invention is that also described sidewall 2 on every side has fixing, movable, whole built on stilts pin 6.As shown in figure 12, its described sidewall 2 on every side has whole built on stilts pin 6.
Feature of the present invention is that also described stiffener 69 connects upper plates 1 and sidewall 2 on every side.As shown in figure 13, its described stiffener 69 connection upper plates 1 and sidewall 2 on every side.
Feature of the present invention is that also described stiffener 69 supports skylight opening.As shown in figure 14, its described stiffener 69 supports skylight opening.
Feature of the present invention also be described stiffener 69 connect skylight openings and after the uncovered concrete plate that waters.As shown in figure 15, its described stiffener 69 connect skylight openings and after the uncovered concrete plate that waters.
Feature of the present invention also be described stiffener 69 connect upper plates 1 and after the uncovered concrete plate that waters.As shown in figure 16, its described stiffener 69 connect upper plates 1 and after the uncovered concrete plate that waters.
Feature of the present invention also be described stiffener 69 connect around sidewall 2 and after the uncovered concrete plate that waters.As shown in figure 16, around its described stiffener 69 connects sidewall 2 and after the uncovered concrete plate that waters.
Feature of the present invention also be described stiffener 69 connect upper plates 1, on every side sidewall 2 and after the uncovered concrete plate that waters.As shown in figure 16, its described stiffener 69 connect upper plates 1, on every side sidewall 2 and after the uncovered concrete plate that waters.
Feature of the present invention is that also described stiffener 69 connects two sidewalls 2 on every side.As shown in figure 16, sidewall 2 around its described stiffener 69 connects two.
Feature of the present invention also be described stiffener 69 from upper plate 1 or on every side sidewall 2 expose.As shown in figure 16, its described stiffener 69 from upper plate 1 and on every side sidewall 2 expose.
Feature of the present invention also be described stiffener 69 from upper plate 1 or on every side sidewall 2 appearances stretch out and appear.As shown in figure 16, its described stiffener 69 from upper plate 1 and on every side sidewall 2 appearances stretch out and appear.
Feature of the present invention also be described stiffener 69 from upper plate 1 or on every side sidewall 2 expose or stretch out and appear, and stretch out reinforcing bar 21.As shown in figure 17, its described stiffener 69 from upper plate 1 or on every side sidewall 2 expose or stretch out and appear, and stretch out reinforcing bar 21.
Feature of the present invention is that also described stiffener 69 stretches out reinforcing bar 21 at uncovered position.As shown in figure 18, its described stiffener 69 stretches out reinforcing bar 21 at uncovered position.
Feature of the present invention is that also described stiffener 69 flushes or grows with sidewall 2 lower ends on every side.As shown in figure 19, its described stiffener 69 flushes with sidewall 2 lower ends on every side.
Feature of the present invention is that also described skylight 3 is furnished with trapdoor lid 8.As shown in figure 19, its described skylight 3 is furnished with trapdoor lid 8.
Feature of the present invention is that also described shuttering member has the built on stilts fixed or movable built on stilts pin 6 of sidewall 2 lower ends on every side.As shown in figure 20, its described shuttering member has the fixing built on stilts pin 6 of built on stilts sidewall 2 lower ends on every side.
Feature of the present invention is that also described built on stilts pin 6 is arranged on every side sidewall 2 times.As shown in figure 20, its described built on stilts pin 6 is arranged on every side sidewall 2 times.
Feature of the present invention is that also described sidewall on every side has concrete backstop 9 or retaining grid 10 for 2 times.As shown in figure 21, its described sidewall on every side has concrete backstop 92 times.
During the invention process, available water silt particle pulp fibres grid cloth is made upper plate and the uncovered basin-shaped component that surrounds of sidewall on every side in mould, simultaneously, the skylight is set on upper plate, treat setting and harden after, can make uncovered basin-shaped molds mould component of the present invention.
Claims (10)
1, a kind of shuttering member, comprise upper plate (1), sidewall (2) on every side, upper plate (1), sidewall (2) surrounds uncovered basin-shaped component on every side, it is characterized in that upper plate (1) middle part of described basin-shaped component has a concrete construction operation skylight (3), and upper plate (1) has support bar (68).
2, a kind of shuttering member, comprise upper plate (1), sidewall (2) on every side, upper plate (1), sidewall (2) surrounds uncovered basin-shaped component on every side, it is characterized in that having a concrete construction operation skylight (3) on the upper plate (1) of described basin-shaped component upper plate (1) or be connected with at least one stiffener (69) in the sidewall (2) on every side.
3, a kind of shuttering member according to claim 2 is characterized in that described upper plate (1) has support bar (68).
4,, it is characterized in that described support bar (68) and upper plate (1) are for fixedlying connected according to claim 1,2 or 3 described a kind of shuttering members.
5,, it is characterized in that described support bar (68) and upper plate (1) are integral body according to claim 1,2 or 3 described a kind of shuttering members.
6,, it is characterized in that described support bar (68) and upper plate (1) are flexible connection according to claim 1,2 or 3 described a kind of shuttering members.
7,, it is characterized in that described support bar (68) is detachable the connection with upper plate (1) according to claim 1,2 or 3 described a kind of shuttering members.
8,, it is characterized in that described support bar (68) is supported on periphery position, skylight according to claim 1,2 or 3 described a kind of shuttering members; Perhaps parallel, the quadrature of support bar (68), oblique; Perhaps support bar (68) constitutes the rod member truss; Perhaps skylight (3) have removable cover (8); Perhaps skylight cover (8) has activity or fixed support bar (68).
9,, it is characterized in that described shuttering member has sidewall to make somebody a mere figurehead pin (6) according to claim 1,2 or 3 described a kind of shuttering members; Sidewall (2) has fixing, movable, whole built on stilts pin (6) perhaps; Perhaps stiffener (69) connection upper plate (1) and sidewall (2) on every side; Perhaps stiffener (69) supports skylight opening; Perhaps stiffener (69) connect skylight opening and after the uncovered concrete plate that waters; Perhaps stiffener (69) connect upper plate (1) and after the uncovered concrete plate that waters; Around perhaps stiffener (69) connects sidewall (2) and after the uncovered concrete plate that waters; Perhaps stiffener (69) connect upper plate (1), on every side sidewall (2) and after the uncovered concrete plate that waters; Sidewall (2) around perhaps stiffener (69) connects two; Perhaps stiffener (69) from upper plate (1) or on every side sidewall (2) expose.
10, according to claim 1,2 or 3 described a kind of shuttering members, it is characterized in that described stiffener (69) from upper plate (1) or on every side sidewall (2) appearance stretch out and appear; Perhaps stiffener (69) from upper plate (1) or on every side sidewall (2) expose or stretch out and appear, and stretch out reinforcing bar (21); Perhaps stiffener (69) stretches out reinforcing bar (21) at uncovered position; Perhaps stiffener (69) flushes or grows with sidewall (2) lower end on every side; Perhaps skylight (3) are furnished with trapdoor lid (8); Perhaps shuttering member has the built on stilts fixed or movable built on stilts pin (6) of sidewall (2) lower end on every side; Perhaps built on stilts pin (6) is arranged on every side under the sidewall (2); Concrete shelves net (9) or shelves grid (10) are arranged under the sidewall (2) perhaps.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610108867 CN1959010A (en) | 2005-08-18 | 2006-08-17 | Shuttering component |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200510095914 | 2005-08-18 | ||
| CN200510095914.1 | 2005-08-18 | ||
| CN 200610108867 CN1959010A (en) | 2005-08-18 | 2006-08-17 | Shuttering component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1959010A true CN1959010A (en) | 2007-05-09 |
Family
ID=38070852
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610108867 Pending CN1959010A (en) | 2005-08-18 | 2006-08-17 | Shuttering component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1959010A (en) |
-
2006
- 2006-08-17 CN CN 200610108867 patent/CN1959010A/en active Pending
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Owner name: HU NAN QIUZEYOU PATENT STRATEGY PLANNING CO., LTD. Free format text: FORMER OWNER: QIU ZEYOU Effective date: 20101231 |
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