CN1982611A - Cast-in-situs concrete hollow board - Google Patents

Abstract

A hollow plate of cast-in-situ concrete is composed of reinforced concrete(1), mold-shell member(2), cast-in-situ reinforced concrete rib(3), cast-in-situ reinforced concrete top plate(4), cast-in-situ reinforced concrete bottom plate(5), top plate(6), peripheral side walls(7), scuttle(16), and scuttle cover(9) and scuttle cork(10). Said mold shell member is arranged in said reinforced concrete, which is set spaced between said cast-in-situ reinforced concrete ribs(3) with cast-in-situ reinforced concrete top plate(4) and cast-in-situ reinforced concrete bottom plate(5), top plate(6) and peripheral side walls(7) are enclosed into an open basin-shaped member, whose top plate(6) is arranged with said scuttle, said scuttle cover(44) or scuttle cork(9) is set on said scuttle(10), at least one convex module(24) is arranged at said top plate(6) or scuttle cover(9) or scuttle cork(10) or peripheral side walls(7). It can be used for various hollow and beamless building roofs of cast-in-situ reinforced concrete or pre-stressed reinforced concrete, basic baseboard, wall and bridges.

Description

A kind of cast-in-place concrete cored

(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, there is the amalgamation seam each other, globality is poor, if lower shoe adopts the cast-in-situ reinforced concrete plate, though good integrity, the problem that does not have the amalgamation seam, but construction is inconvenient, and the Cast-in-place concrete leakiness is prone to problems such as voids and pits, simultaneously, formed Cast-in-place concrete rib is the Cast-in-place concrete rib of rectangle between the shuttering member in this cast-in-place concrete cored plate, and its stress performance is not quite reasonable, often need increase the sectional dimension of Cast-in-place concrete rib, increase reinforcing bar and concrete consumption, increase cast-in-place concrete cored cost, 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 that mechanical property is good, overall performance is good, and, easy construction, characteristics such as construction cost is low, construction quality is 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 upper plate has the skylight of concrete construction operation, the skylight is provided with skylight cover or skylight plug, upper plate or skylight cover or skylight plug or on every side at least one of sidewall be provided with at least one convex module.Like this, the skylight that the concrete construction operation is arranged when upper plate, when the skylight is provided with skylight cover or skylight plug, can pour into a mould the cast-in-situ reinforced concrete lower 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-situ reinforced concrete lower plate, make it not be prone to voids and pits, after having watered, on skylight cover, 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 cast-in-place concrete cored pouring quality, can not reduce cast-in-place concrete cored hollow rate, helped reducing construction cost; Simultaneously, shuttering member be applied to cast-in-place concrete cored after, since the upper plate of shuttering member or on every side at least one of sidewall be provided with at least one convex module, can find time steel bar concrete in cast-in-place concrete cored, thereby cast-in-place concrete cored weight is lighter relatively, anti-seismic performance is good, mechanical property is improved greatly, and, cast-in-place concrete cored material is economized, cost is low, thereby 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.

Another 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 upper plate has the skylight of concrete construction operation, and the skylight is provided with skylight cover or skylight plug, basin-shaped component or skylight cover or skylight are provided with horizontal inner corner trim beyond the Great Wall, and Cast-in-place concrete has formed the Cast-in-place concrete reinforcing rib at horizontal inner corner trim position.Like this, the skylight that the concrete construction operation is arranged when upper plate, when the skylight is provided with skylight cover or skylight plug, can pour into a mould the cast-in-situ reinforced concrete lower 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-situ reinforced concrete lower plate, make it not be prone to voids and pits, after having watered, on skylight cover, 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 cast-in-place concrete cored pouring quality, can not reduce cast-in-place concrete cored hollow rate, helped reducing construction cost; Simultaneously, shuttering member be applied to cast-in-place concrete cored after, because basin-shaped component or skylight cover or skylight are provided with horizontal inner corner trim beyond the Great Wall, formed the reinforcing rib of Cast-in-place concrete at the inner corner trim position, thereby can eliminate effectively cast-in-place concrete cored in the stress concentration phenomenon at the crossing position, turning of Cast-in-place concrete upper plate and cast-in-place concrete hidden rib, prevent the generation in crack, improve cast-in-place concrete cored mechanical property; The reinforcing rib or the edge of a wing of cast-in-place concrete hidden rib bottom have perhaps been formed at the inner corner trim position, thereby also improved cast-in-place concrete cored mechanical property greatly, 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 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 upper plate has the skylight of concrete construction operation, and the skylight is provided with skylight cover or skylight plug, basin-shaped component or skylight cover or skylight are provided with horizontal chamfering beyond the Great Wall, and Cast-in-place concrete has formed the Cast-in-place concrete reinforcing rib at horizontal chamfer site.Like this, the skylight that the concrete construction operation is arranged when upper plate, when the skylight is provided with skylight cover or skylight plug, can pour into a mould the cast-in-situ reinforced concrete lower 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-situ reinforced concrete lower plate, make it not be prone to voids and pits, after having watered, on skylight cover, 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 cast-in-place concrete cored pouring quality, can not reduce cast-in-place concrete cored hollow rate, helped reducing construction cost; Simultaneously, shuttering member be applied to cast-in-place concrete cored after, because basin-shaped component or skylight cover or skylight are provided with horizontal chamfering beyond the Great Wall, formed the reinforcing rib of Cast-in-place concrete at chamfer site, thereby can eliminate effectively cast-in-place concrete cored in the stress concentration phenomenon at the crossing position, turning of Cast-in-place concrete upper plate and cast-in-place concrete hidden rib, prevent the generation in crack, improve cast-in-place concrete cored mechanical property; The reinforcing rib or the edge of a wing of cast-in-place concrete hidden rib bottom have perhaps been formed at the inner corner trim position, thereby also improved cast-in-place concrete cored mechanical property greatly, 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 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 upper plate has the skylight of concrete construction operation, and the skylight is provided with skylight cover or skylight plug, basin-shaped component or skylight cover or skylight are provided with horizontal arc angle beyond the Great Wall, and Cast-in-place concrete has formed the Cast-in-place concrete reinforcing rib in horizontal arc angular position.Like this, the skylight that the concrete construction operation is arranged when upper plate, when the skylight is provided with skylight cover or skylight plug, can pour into a mould the cast-in-situ reinforced concrete lower 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-situ reinforced concrete lower plate, make it not be prone to voids and pits, after having watered, on skylight cover, 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 cast-in-place concrete cored pouring quality, can not reduce cast-in-place concrete cored hollow rate, helped reducing construction cost; Simultaneously, shuttering member be applied to cast-in-place concrete cored after, because basin-shaped component or skylight cover or skylight are provided with horizontal arc angle beyond the Great Wall, formed the reinforcing rib of Cast-in-place concrete at the arc angle position, thereby can eliminate effectively cast-in-place concrete cored in the stress concentration phenomenon at the crossing position, turning of Cast-in-place concrete upper plate and cast-in-place concrete hidden rib, prevent the generation in crack, improve cast-in-place concrete cored mechanical property; The reinforcing rib or the edge of a wing of cast-in-place concrete hidden rib bottom have perhaps been formed at the inner corner trim position, thereby also improved cast-in-place concrete cored mechanical property greatly, 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.

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, make the cast-in-place concrete cored open two way ribbed slab in top that formed, 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 also is describedly to be provided with at least one convex module on the sidewall around all.Like this, its convex module is found time the concrete on the cast-in-situ reinforced concrete rib between the shuttering member, has reduced the consumption of concrete, has alleviated cast-in-place concrete cored weight, has improved cast-in-place concrete cored anti-seismic performance, has improved cast-in-place concrete cored comprehensive mechanical property.Corresponding cast-in-situ reinforced concrete rib has become the cast-in-situ reinforced concrete rib of truss-like cast-in-situ reinforced concrete rib or single or double band truss member.

Feature of the present invention also is the integral body that described convex module and basin-shaped component are formed in one.Like this, global formation shuttering member simple, the easy to make advantage that has technology, simultaneously, the shuttering member good integrity, pile up, transport, not fragile in the installation, work progress, reduced the breakage rate of member significantly.

Feature of the present invention is that also described convex module and basin-shaped component are for dividing the body formed fixed or movable whole member that connects into.Like this, can according to designing requirement with the construction needs, shuttering member be applied to cast-in-place concrete cored in the time, can dismantle and install the convex module at any time easily, accelerated speed of application greatly, improved efficiency of construction.

Feature of the present invention is that also described convex module is solid convex module or hollow convex module.Like this, conveniently design and production unit selects for use.

Feature of the present invention is also that sidewall is protruding around described a toss.Like this, outwardly directed toss can replace construction formwork, reduces the template loss, reduces material cost, can save the template installation procedure simultaneously, accelerates speed of application, improves efficiency of construction.

Feature of the present invention is that also described horizontal inner corner trim is arranged on the horizontal rotation angle position that upper plate and sidewall on every side intersect.Like this, the horizontal rotation angle position that intersects at the upper plate of shuttering member and sidewall has on every side formed the Cast-in-place concrete reinforcing rib structure of local reinforcement, can effectively improve the stress concentration phenomenon, has increased substantially cast-in-place concrete cored mechanical property.

Feature of the present invention is also that described many horizontal inner corner trims are communicated with each other and is the inner corner trim ring.Like this, Cast-in-place concrete pours in the above-mentioned inner corner trim ring, formed the Cast-in-place concrete reinforcing rib structure that intersects of local reinforcement at the cast-in-situ concrete hollow intralamellar part, the rigidity and the intensity of the cast-in-place concrete hidden rib between the shuttering member have been increased substantially, make it possess favorable shock resistance and fracture resistance, reduce the stress concentration phenomenon, prevented the generation in crack.

Feature of the present invention is that also described horizontal inner corner trim is arranged on the uncovered edge, bottom of sidewall on every side, and perhaps many horizontal inner corner trims also communicate with each other and are the inner corner trim ring.Like this, after Cast-in-place concrete pours in the above-mentioned inner corner trim ring, the uncovered edge, bottom of sidewall has formed the edge of a wing structure of Cast-in-place concrete reinforcing rib structure or cast-in-place concrete hidden rib around shuttering member, cast-in-place concrete hidden rib has formed the cast-in-place concrete hidden rib of inverted T-shaped, effectively eliminated internal stress to cast-in-place concrete cored influence, made cast-in-place concrete cored internal construction more become reasonable.

Feature of the present invention is that also the vertical corner position all around of described shuttering member is set to vertical inner corner trim or vertical chamfering or vertical arc angle.Like this, Cast-in-place concrete pours in the vertical inner corner trim or vertical chamfering or vertical arc angle of vertical corner around the shuttering member, form the reinforcing rib structure of cast-in-place concrete hidden rib, strengthened the intensity and the rigidity at the crossed node place of cast-in-place concrete hidden rib greatly, improved cast-in-place concrete cored mechanical property.When shuttering member is close to arrangement, then around the shuttering member in the vertical inner corner trim or chamfering or arc angle of vertical corner, former cast-in-place concrete hidden rib has then formed the shearing pier or the post of Cast-in-place concrete, significantly reduced the steel bar concrete consumption, alleviated cast-in-place concrete cored weight, improve cast-in-place concrete cored anti-seismic performance, improved cast-in-place concrete cored mechanical property.

It is logical that feature of the present invention is that also described horizontal inner corner trim and vertical inner corner trim or vertical chamfering or vertical arc angle are connected with each other, orthogonal thereto or oblique or grade separation setting.Like this, formed horizontal or vertical reinforcing rib or reinforced pier, post, cast-in-situ concrete hollow intralamellar part primary structure member has been done comprehensive reinforcement, improved cast-in-place concrete cored supporting capacity and shock resistance greatly at the cast-in-situ concrete hollow intralamellar part.

Feature of the present invention is that also described horizontal chamfering is arranged on the horizontal rotation angle position that upper plate and sidewall on every side intersect.Like this, the horizontal rotation angle position that intersects at the upper plate of shuttering member and sidewall has on every side formed the Cast-in-place concrete reinforcing rib structure of local reinforcement, can effectively improve the stress concentration phenomenon, has increased substantially cast-in-place concrete cored mechanical property.

Feature of the present invention is also that described many horizontal chamferings are communicated with each other and is the chamfering ring.Like this, Cast-in-place concrete pours in the above-mentioned chamfering ring, formed the Cast-in-place concrete reinforcing rib structure that intersects of local reinforcement at the cast-in-situ concrete hollow intralamellar part, the rigidity and the intensity of the cast-in-place concrete hidden rib between the shuttering member have been increased substantially, make it possess favorable shock resistance and fracture resistance, reduce the stress concentration phenomenon, prevented the generation in crack.

Feature of the present invention is that also described horizontal chamfering is arranged on the uncovered edge, bottom of sidewall on every side, and perhaps many horizontal chamferings also communicate with each other and are the chamfering ring.Like this, after Cast-in-place concrete pours in the above-mentioned chamfering ring, the uncovered edge, bottom of sidewall has formed the edge of a wing structure of Cast-in-place concrete reinforcing rib structure or cast-in-place concrete hidden rib around shuttering member, cast-in-place concrete hidden rib has formed the cast-in-place concrete hidden rib of inverted T-shaped, effectively eliminated internal stress to cast-in-place concrete cored influence, made cast-in-place concrete cored internal construction more become reasonable.

Feature of the present invention is that also the vertical corner position all around of described shuttering member is set to vertical chamfering or vertical inner corner trim or vertical arc angle.Like this, Cast-in-place concrete pours in the vertical chamfering or vertical inner corner trim or vertical arc angle of vertical corner around the shuttering member, form the reinforcing rib structure of cast-in-place concrete hidden rib, strengthened the intensity and the rigidity at the crossed node place of cast-in-place concrete hidden rib greatly, improved cast-in-place concrete cored mechanical property.When shuttering member is close to arrangement, then around the shuttering member in the vertical inner corner trim or chamfering or arc angle of vertical corner, former cast-in-place concrete hidden rib has then formed the shearing pier or the post of Cast-in-place concrete, significantly reduced the steel bar concrete consumption, alleviated cast-in-place concrete cored weight, improve cast-in-place concrete cored anti-seismic performance, improved cast-in-place concrete cored mechanical property.

It is logical that feature of the present invention is that also described horizontal chamfering and vertical chamfering or vertical inner corner trim or vertical arc angle are connected with each other, orthogonal thereto or oblique or grade separation setting.Like this, formed horizontal or vertical reinforcing rib or reinforced pier, post, cast-in-situ concrete hollow intralamellar part primary structure member has been done comprehensive reinforcement, improved cast-in-place concrete cored supporting capacity and shock resistance greatly at the cast-in-situ concrete hollow intralamellar part.

Feature of the present invention is that also described horizontal arc angle is arranged on the horizontal rotation angle position that upper plate and sidewall on every side intersect.Like this, the horizontal rotation angle position that intersects at the upper plate of shuttering member and sidewall has on every side formed the Cast-in-place concrete reinforcing rib structure of local reinforcement, can effectively improve the stress concentration phenomenon, has increased substantially cast-in-place concrete cored mechanical property.

Feature of the present invention is that also described many horizontal arc angles are communicated with curved square ring circle each other.Like this, Cast-in-place concrete pours in the above-mentioned arc angle ring, formed the Cast-in-place concrete reinforcing rib structure that intersects of local reinforcement at the cast-in-situ concrete hollow intralamellar part, the rigidity and the intensity of the cast-in-place concrete hidden rib between the shuttering member have been increased substantially, make it possess favorable shock resistance and fracture resistance, reduce the stress concentration phenomenon, prevented the generation in crack.

Feature of the present invention is that also described horizontal arc angle is arranged on the uncovered edge, bottom of sidewall on every side, perhaps many horizontal arc angles curved square ring circle that also communicates with each other.Like this, after Cast-in-place concrete pours in the above-mentioned arc angle ring, the uncovered edge, bottom of sidewall has formed the edge of a wing structure of Cast-in-place concrete reinforcing rib structure or cast-in-place concrete hidden rib around shuttering member, cast-in-place concrete hidden rib has formed the cast-in-place concrete hidden rib of inverted T-shaped, effectively eliminated internal stress to cast-in-place concrete cored influence, made cast-in-place concrete cored internal construction more become reasonable.

Feature of the present invention is that also the vertical corner position all around of described shuttering member is set to vertical chamfering or vertical inner corner trim or vertical arc angle.Like this, Cast-in-place concrete pours in the vertical arc angle or vertical inner corner trim or vertical chamfering of vertical corner around the shuttering member, form the reinforcing rib structure of cast-in-place concrete hidden rib, strengthened the intensity and the rigidity at the crossed node place of cast-in-place concrete hidden rib greatly, improved cast-in-place concrete cored mechanical property.When shuttering member is close to arrangement, then around the shuttering member in the vertical arc angle or inner corner trim or chamfering of vertical corner, former cast-in-place concrete hidden rib has then formed the shearing pier or the post of Cast-in-place concrete, significantly reduced the steel bar concrete consumption, alleviated cast-in-place concrete cored weight, improve cast-in-place concrete cored anti-seismic performance, improved cast-in-place concrete cored mechanical property.

It is logical that feature of the present invention is that also described horizontal arc angle and vertical arc angle or vertical chamfering or vertical inner corner trim are connected with each other, orthogonal thereto or oblique or grade separation setting.Like this, formed horizontal or vertical reinforcing rib or reinforced pier, post, cast-in-situ concrete hollow intralamellar part primary structure member has been done comprehensive reinforcement, improved cast-in-place concrete cored supporting capacity and shock resistance greatly at the cast-in-situ concrete hollow intralamellar part.

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.

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.

Figure 22 is the structural representation of the embodiment of the invention 22.

Figure 23 is the structural representation of the embodiment of the invention 23.

Figure 24 is the structural representation of the embodiment of the invention 24.

Figure 25 is the structural representation of the embodiment of the invention 25.

Figure 26 is the structural representation of the embodiment of the invention 26.

Figure 27 is the structural representation of the embodiment of the invention 27.

Figure 28 is the structural representation of the embodiment of the invention 28.

Figure 29 is the structural representation of the embodiment of the invention 29.

Figure 30 is the structural representation of the embodiment of the invention 30.

Figure 31 is the structural representation of the embodiment of the invention 31.

Figure 32 is the structural representation of the embodiment of the invention 32.

Figure 33 is the structural representation of the embodiment of the invention 33.

Figure 34 is the structural representation of the embodiment of the invention 34.

Figure 35 is the structural representation of the embodiment of the invention 35.

Figure 36 is the structural representation of the embodiment of the invention 36.

Figure 37 is the structural representation of the embodiment of the invention 37.

Figure 38 is the structural representation of the embodiment of the invention 38.

Figure 39 is the structural representation of the embodiment of the invention 39.

(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 upper plate 6 has the skylight 8 of concrete construction operation, skylight 8 is provided with skylight cover 9 or skylight plug 10, upper plate 6 or skylight cover 9 or skylight plug 10 or on every side at least one of sidewall 7 be provided with at least one convex module 24.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, 5 is the cast-in-situ reinforced concrete lower plate, and 6 is upper plate, 7 be around sidewall, 8 is the skylight, 9 is skylight cover, 10 are the skylight plug, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, its described steel bar concrete 1, shuttering member 2 of comprising, shuttering member 2 is wrapped up in and is contained in the steel bar concrete 1, and shuttering member 2 is alternately, be cast-in-situ reinforced concrete rib 3 each other, be cast-in-situ reinforced concrete upper plate 4 on it, it is down cast-in-situ reinforced concrete lower plate 5, and 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, upper plate 6 has the skylight 8 of concrete construction operation, and skylight 8 is provided with skylight plug 10, and sidewall 7 is provided with convex module 24 on every side.

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 upper plate 6 has the skylight 8 of concrete construction operation, and skylight 8 is provided with skylight cover 9 or skylight plug 10, basin-shaped component or skylight cover 9 or skylight plug 10 are provided with horizontal inner corner trim 39, and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib 12 at horizontal inner corner trim 39 positions.As shown in Figure 6, its described steel bar concrete 1, 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, and upper plate 6 has the skylight 8 of concrete construction operation, and skylight 8 is provided with skylight cover 9, basin-shaped component is provided with horizontal inner corner trim 39, and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib 12 at horizontal inner corner trim 39 positions.

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 upper plate 6 has the skylight 8 of concrete construction operation, and skylight 8 is provided with skylight cover 9 or skylight plug 10, basin-shaped component or skylight cover 9 or skylight plug 10 are provided with horizontal chamfering 43, and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib 12 at horizontal chamfering 43 positions.As shown in figure 12, its described steel bar concrete 1, 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, and upper plate 6 has the skylight 8 of concrete construction operation, and skylight 8 is provided with skylight cover 9, basin-shaped component is provided with horizontal chamfering 43, and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib 12 at horizontal chamfering 43 positions.

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 upper plate 6 has the skylight 8 of concrete construction operation, and skylight 8 is provided with skylight cover 9 or skylight plug 10, basin-shaped component or skylight cover 9 or skylight plug 10 are provided with horizontal arc angle 44, and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib 12 at horizontal arc angle 44 positions.As shown in figure 18, its described steel bar concrete 1, 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, and upper plate 6 has the skylight 8 of concrete construction operation, and skylight 8 is provided with skylight cover 9, basin-shaped component is provided with horizontal arc angle 44, and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib 12 at horizontal arc angle 44 positions.

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 24, 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.As shown in figure 28, 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.Shown in figure 32, 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.As shown in figure 36, 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 25, the bottom of its described shuttering member 2 does not have cast-in-situ reinforced concrete lower plate 5.As shown in figure 29, the bottom of its described shuttering member 2 does not have cast-in-situ reinforced concrete lower plate 5.As shown in figure 33, the bottom of its described shuttering member 2 does not have cast-in-situ reinforced concrete lower plate 5.As shown in figure 37, 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 26, 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.As shown in figure 30, 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.As shown in figure 34, 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.As shown in figure 38, 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 also is describedly to be provided with at least one convex module 24 on the sidewall 7 around all.As shown in Figure 2, it describedly is provided with convex module 24 on the sidewall 7 around all.

The present invention also is the integral body that described convex module 24 and basin-shaped component are formed in one.As shown in Figure 2, the integral body that is formed in one of its described convex module 24 and basin-shaped component.

The present invention is that also described convex module 24 and basin-shaped component are the body formed fixed or movable whole member that connects into of branch.As shown in Figure 3, its described convex module 24 is fixedly connected into whole member with basin-shaped component for branch is body formed.

The present invention is that also described convex module 24 is solid convex module or hollow convex module.As shown in Figure 4, its described convex module 24 is hollow convex module.

The present invention is also that sidewall 7 is protruding around described a toss 14.As shown in Figure 5, its sidewall 7 is protruding around described that toss 14 arranged.

The present invention is that also described horizontal inner corner trim 39 is arranged on the horizontal rotation angle position that upper plate 6 and sidewall 7 on every side intersect.As shown in Figure 7, its described horizontal inner corner trim 39 is arranged on the horizontal rotation angle position that upper plate 6 and sidewall 7 on every side intersect.

The present invention is also that described many horizontal inner corner trims 39 are communicated with each other and is the inner corner trim ring.As shown in Figure 7, its described many horizontal inner corner trims 39 are communicated with each other and are the inner corner trim ring.

The present invention is that also described horizontal inner corner trim 39 is arranged on the uncovered edge, bottom of sidewall 7 on every side, and perhaps many horizontal inner corner trims 39 also communicate with each other and are the inner corner trim ring.As shown in Figure 8, its described horizontal inner corner trim 39 is arranged on the uncovered edge, bottom of sidewall 7 on every side, and many horizontal inner corner trims 39 also communicate with each other and are the inner corner trim ring.

The present invention is that also the vertical corner position all around of described shuttering member is set to vertical inner corner trim 40 or vertical chamfering 41 or vertical arc angle 42.As shown in Figure 9, the vertical corner position is set to vertical inner corner trim 40 around its described shuttering member, as shown in figure 10, the vertical corner position is set to vertical chamfering 41 around its described shuttering member, as shown in figure 11, the vertical corner position all around of its described shuttering member is set to vertical arc angle 42.

It is logical that the present invention is that also described horizontal inner corner trim 39 and vertical inner corner trim 40 or vertical chamfering 41 or vertical arc angle 42 are connected with each other, orthogonal thereto or oblique or grade separation setting.As shown in figure 11, its described horizontal inner corner trim 39 and vertical arc angle 42 are connected with each other logical, orthogonal thereto setting.

The present invention is that also described horizontal chamfering 43 is arranged on the horizontal rotation angle position that upper plate 6 and sidewall 7 on every side intersect.As shown in figure 13, its described horizontal chamfering 43 is arranged on the horizontal rotation angle position that upper plate 6 and sidewall 7 on every side intersect.

The present invention is also that described many horizontal chamferings 43 are communicated with each other and is the chamfering ring.As shown in figure 13, its described many horizontal chamferings 43 are communicated with each other and are the chamfering ring.

The present invention is that also described horizontal chamfering 43 is arranged on the worn-out mouthful edge, bottom of sidewall 7 on every side, and perhaps many horizontal chamferings 43 also communicate with each other and are the chamfering ring.As shown in figure 14, its described horizontal chamfering 43 is arranged on the uncovered edge, bottom of sidewall 7 on every side, and many horizontal chamferings 43 also communicate with each other and are the chamfering ring.

The present invention is that also the vertical corner position all around of described shuttering member is set to vertical chamfering 41 or vertical inner corner trim 40 or vertical arc angle 42.As shown in figure 15, the vertical corner position is set to vertical inner corner trim 40 around its described shuttering member, as shown in figure 16, the vertical corner position is set to vertical chamfering 41 around its described shuttering member, as shown in figure 17, the vertical corner position all around of its described shuttering member is set to vertical arc angle 42.

It is logical that the present invention is that also described horizontal chamfering 43 and vertical chamfering 41 or vertical inner corner trim 40 or vertical arc angle 42 are connected with each other, orthogonal thereto or oblique or grade separation setting.As shown in figure 17, its described horizontal chamfering 43 and vertical arc angle 42 are connected with each other logical, orthogonal thereto setting.

The present invention is that also described horizontal arc angle 44 is arranged on the horizontal rotation angle position that upper plate 6 and sidewall 7 on every side intersect.As shown in figure 19, its described horizontal arc angle 44 is arranged on the horizontal rotation angle position that upper plate 6 and sidewall 7 on every side intersect.

The present invention is that also described many horizontal arc angles 44 are communicated with curved square ring circle each other.As shown in figure 19, its described many horizontal arc angles 44 are communicated with curved square ring circle each other.

The present invention is that also described horizontal arc angle 44 is arranged on the uncovered edge, bottom of sidewall 7 on every side, perhaps many horizontal arc angles 44 curved square ring circle that also communicates with each other.As shown in figure 20, its described horizontal arc angle 44 is arranged on the uncovered edge, bottom of sidewall 7 on every side, many horizontal arc angles 44 curved square ring circle that also communicates with each other.

The present invention is that also the vertical corner position all around of described shuttering member is set to vertical chamfering 41 or vertical inner corner trim 40 or vertical arc angle 42.As shown in figure 21, the vertical corner position is set to vertical inner corner trim 40 around its described shuttering member, as shown in figure 22, the vertical corner position is set to vertical chamfering 41 around its described shuttering member, as shown in figure 23, the vertical corner position all around of its described shuttering member is set to vertical arc angle 42.

It is logical that the present invention is that also described horizontal arc angle 44 and vertical arc angle 42 or vertical chamfering 41 or vertical inner corner trim 40 are connected with each other, orthogonal thereto or oblique or grade separation setting.As shown in figure 23, its described horizontal arc angle 44 and vertical arc angle 42 are connected with each other logical, orthogonal thereto setting.

The present invention also is describedly to contain presstressed reinforcing steel 46 in cast-in-place concrete cored.As shown in figure 27, it describedly contains presstressed reinforcing steel 46 in cast-in-place concrete cored.Shown in Fig. 31, it is described to contain presstressed reinforcing steel 46 in cast-in-place concrete cored.As shown in figure 35, it describedly contains presstressed reinforcing steel 46 in cast-in-place concrete cored.As shown in figure 39, it describedly contains presstressed reinforcing steel 46 in cast-in-place concrete cored.

The present invention also is describedly to contain reinforcing bar 47 in cast-in-place concrete cored.As shown in figure 27, it describedly contains reinforcing bar 47 in cast-in-place concrete cored.As shown in figure 31, it describedly contains reinforcing bar 47 in cast-in-place concrete cored.As shown in figure 35, it describedly contains reinforcing bar 47 in cast-in-place concrete cored.As shown in figure 39, it describedly contains reinforcing bar 47 in cast-in-place concrete cored.

The present invention also is describedly also to be provided with dark beam 48 or/and bright beam 49 in cast-in-place concrete cored.As shown in figure 27, it describedly also is provided with dark beam 48 and bright beam 49 in cast-in-place concrete cored.As shown in figure 31, it describedly also is provided with dark beam 48 and bright beam 49 in cast-in-place concrete cored.As shown in figure 35, it describedly also is provided with dark beam 48 and bright beam 49 in cast-in-place concrete cored.As shown in figure 39, it describedly also is provided with dark beam 48 and bright beam 49 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 48 or bright beam 49, 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 (10)

1, a kind of 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 upper plate (6) has the skylight (8) of concrete construction operation, skylight (8) is provided with skylight cover (9) or skylight plug (10), upper plate (6) or skylight cover (9) or skylight plug (10) or on every side at least one of sidewall (7) be provided with at least one convex module (24).

2, a kind of 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 upper plate (6) has the skylight (8) of concrete construction operation, skylight (8) is provided with skylight cover (9) or skylight plug (10), basin-shaped component or skylight cover (9) or skylight plug (10) are provided with horizontal inner corner trim (39), and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib (12) at horizontal inner corner trim (39) position.

3, a kind of 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 upper plate (6) has the skylight (8) of concrete construction operation, skylight (8) is provided with skylight cover (9) or skylight plug (10), basin-shaped component or skylight cover (9) or skylight plug (10) are provided with horizontal chamfering (43), and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib (12) at horizontal chamfering (43) position.

4, a kind of 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 upper plate (6) has the skylight (8) of concrete construction operation, skylight (8) is provided with skylight cover (9) or skylight plug (10), basin-shaped component or skylight cover (9) or skylight plug (10) are provided with horizontal arc angle (44), and Cast-in-place concrete has formed Cast-in-place concrete reinforcing rib (12) at horizontal arc angle (44) position.

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 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).

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 bottom of described shuttering member (2) does not have cast-in-situ reinforced concrete lower plate (5); Perhaps there is not cast in place reinforced bar upper plate (4) on the upper plate (6) of 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); Perhaps be provided with at least one convex module (24) on the sidewall (7) around all; The perhaps integral body that is formed in one of convex module (24) and basin-shaped component; Perhaps convex module (24) is the body formed fixed or movable whole member that connects into of branch with basin-shaped component; Perhaps convex module (24) is solid convex module or hollow convex module; Sidewall (7) is protruding perhaps a toss (14).

7, according to claim 2 a kind of cast-in-place concrete cored, it is characterized in that described horizontal inner corner trim (39) is arranged on the horizontal rotation angle position that upper plate (6) and sidewall (7) on every side intersect; Perhaps many horizontal inner corner trims (39) are communicated with each other and are the inner corner trim ring; Perhaps laterally inner corner trim (39) is arranged on the uncovered edge, bottom of sidewall (7) on every side, and perhaps many horizontal inner corner trims (39) also communicate with each other and are the inner corner trim ring; Perhaps the vertical corner position all around of shuttering member is set to vertical inner corner trim (40) or vertical chamfering (41) or vertical arc angle (42); Perhaps horizontal inner corner trim (39) and vertical inner corner trim (40) or vertical chamfering (41) or vertical arc angle (42) are connected with each other logical, orthogonal thereto or oblique or grade separation setting.

8, according to claim 3 a kind of cast-in-place concrete cored, it is characterized in that described horizontal chamfering (43) is arranged on the horizontal rotation angle position that upper plate (6) and sidewall (7) on every side intersect; Perhaps many horizontal chamferings (43) are communicated with each other and are the chamfering ring; Perhaps laterally chamfering (43) is arranged on the uncovered edge, bottom of sidewall (7) on every side, and perhaps many horizontal chamferings (43) also communicate with each other and are the chamfering ring; Perhaps the vertical corner position all around of shuttering member is set to vertical chamfering (41) or vertical inner corner trim (40) or vertical arc angle (42); Perhaps horizontal chamfering (43) and vertical chamfering (41) or vertical inner corner trim (40) or vertical arc angle (42) are connected with each other logical, orthogonal thereto or oblique or grade separation setting; Perhaps laterally arc angle (44) is arranged on the horizontal rotation angle position that upper plate (6) and sidewall (7) on every side intersect.

9, according to claim 4 a kind of cast-in-place concrete cored, it is characterized in that described many horizontal arc angles (44) are communicated with curved square ring circle each other; Perhaps laterally arc angle (44) is arranged on the uncovered edge, bottom of sidewall (7) on every side, perhaps many horizontal arc angles (44) the curved square ring circle that also communicates with each other; Perhaps the vertical corner position all around of shuttering member is set to vertical chamfering (41) or vertical inner corner trim (40) or vertical arc angle (42); Perhaps horizontal arc angle (44) and vertical arc angle (42) or vertical chamfering (41) or vertical inner corner trim (40) are connected with each other logical, orthogonal thereto or oblique or grade separation setting.

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 describedly containing presstressed reinforcing steel (46) in cast-in-place concrete cored; Contain reinforcing bar (47) in perhaps cast-in-place concrete cored; Also be provided with dark beam (48) in perhaps cast-in-place concrete cored or/and bright beam (49).

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