CN101387139B - Concrete full built-in core mould - Google Patents

Concrete full built-in core mould Download PDF

Info

Publication number
CN101387139B
CN101387139B CN2007102016428A CN200710201642A CN101387139B CN 101387139 B CN101387139 B CN 101387139B CN 2007102016428 A CN2007102016428 A CN 2007102016428A CN 200710201642 A CN200710201642 A CN 200710201642A CN 101387139 B CN101387139 B CN 101387139B
Authority
CN
China
Prior art keywords
core
draw piece
core mould
full built
concrete full
Prior art date
Application number
CN2007102016428A
Other languages
Chinese (zh)
Other versions
CN101387139A (en
Inventor
邱则有
Original Assignee
湖南邱则有专利战略策划有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 湖南邱则有专利战略策划有限公司 filed Critical 湖南邱则有专利战略策划有限公司
Priority to CN2007102016428A priority Critical patent/CN101387139B/en
Publication of CN101387139A publication Critical patent/CN101387139A/en
Application granted granted Critical
Publication of CN101387139B publication Critical patent/CN101387139B/en

Links

Abstract

The invention discloses a core mould with fully built-in concrete, which comprises a core mould (1); the core mould (1) is provided with an upper bottom surface (2), a peripheral side surface (3) and a lower bottom surface (4); and the core mould is provided with a floating pull piece (5) which extends downwards from the lower bottom surface (4) of the core mould. The core mould with fully built-in concrete is characterized in that the inside of the core mould (1) is provided with at least one laminated plate(6), the floating pull piece (5) passes through a laminated layer, and the extension area of the floating pull piece (5) is positioned in the plane central point of the lower bottom surface (4) of the core mould. Therefore, local or whole strength of the core mould can be improved, the thickness of a cast-in-situ concrete rib between the core moulds with fully built-in concrete and the thickness of a cast-in-situ concrete upper plate on the core mould with fully built-in concrete can be more easily ensured, the positioning is more accurate and convenient, and the extension area of the floating pull piece is positioned in the plane central point of the lower bottom surface of the core mould, which not only can save the materials and but also can reach the best positioning effect, and the core mould is suitable for various cast-in-situ reinforced concrete or prestressed reinforced concrete hollow floors, roofs, walls, foundation bottom plates and open spandrel bridges.

Description

A kind of concrete full built-in core mould

(1) technical field

The present invention relates to a kind of concrete full built-in core mould.

(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, when shuttering member was laid in construction, the location was inconvenient, and inconsistent phenomenon easily takes place, influence the construction quality of hollow building cover, influence efficiency of construction, and in the past people use bundle more, the method for tying up, pressing carries out core positioning and resisting flotation tension, the consumptive use limit is floating, limit the material of scurrying many, limit quantity floating, that limit is scurried is also big, therefore the numerous and diverse and trouble of construction link, develops a kind of novel concrete full built-in core mould for being badly in need of.

(3) summary of the invention

The object of the present invention is to provide a kind of concrete full built-in core mould, have with low cost, dependable performance, making is simple, quick and easy, the product that makes have save material, the cycle is short, anti-pressure ability is strong, globality, crack resistance and shock resistance are good, and be applied to and form the cast-in-place concrete cored good locating effect that has in the In-situ cast concrete board, be difficult for characteristics such as generation is floated, inconsistent phenomenon.

Solution of the present invention is on the basis of existing technology, comprise core, core has upper bottom surface, peripheral side and bottom surface, it is floating draw piece that core is provided with, and is that floating draw piece stretches out downwards from the core bottom surface, it is characterized in that being provided with in the core at least one superimposed sheet, the floating draw piece of system passes overlapping layers, the planar central point that is positioned at the core bottom surface is distinguished in stretching out of the floating draw piece of system, and being furnished with on the floating draw piece of described system is floating draw piece positioner, and described positioner is the non-return positioner.Like this, be that to be furnished with on the floating draw piece be that floating draw piece positioner can make be that floating draw piece firmly is connected with other members or construction formwork and locatees the needs of convenient construction application.Positioner is the non-return positioner, and can make is that floating draw piece firmly is connected with other members or construction formwork and locatees, and can not come off the needs of convenient construction application easily.Be provided with at least one superimposed sheet in the core, the floating draw piece of system passes overlapping layers, can be according to the needs of practical application, rationally select size, the shape and size of superimposed sheet for use, can improve the local or whole intensity of core, and can dig hole or other members are installed at the position that superimposed sheet is set, and not damaged core wall, and can make is that floating draw piece better is connected with other members or construction formwork, be difficult for because of pulling force damaged core wall, thereby locate very conveniently, be difficult for to take place float and inconsistent phenomenon and influence the construction quality of floor; The easier assurance of thickness of the thickness of the cast-in-place concrete hidden rib between the concrete full built-in core mould and the Cast-in-place concrete upper plate on the concrete full built-in core mould, it is more accurate, convenient to locate, and, single-point anti-floating part also can be used for the location of the reinforcing bar in the Cast-in-place concrete, thereby when being applied to hollow cast slab, single-point anti-floating part location is very convenient, being difficult for takes place to float influences the construction quality of floor with inconsistent phenomenon, efficiency of construction improves greatly; And be the planar central point that the district is positioned at the core bottom surface that stretches out of floating draw piece, can either economical with materials can reach best locating effect again, the construction quality of floor also is easier to guarantee; Past, people used bundle more, tie up, the method of pressing is carried out core positioning and resisting flotation tension, adopting bottom surface system floating is to be that floating draw piece only bears pulling force usually, the floating draw piece of bottom surface single-point system is when concrete slurry is poured into a mould, the easy self-balancing of core, before and after controlling effectively, left and right sides play, fluctuate, than bear down on one on the core anti-floating or anchor ear anti-floating or binding anti-floating accurate positioning is arranged, it is few to scurry material with the floating limit of limit, the floating draw piece of system is few, link is few, directly simple, have only one to be that floating draw piece just can solve and scurries, a series of problems such as floating, the template perforation is few, shutoff is few, thereby has reached purpose of the present invention, simultaneously, shuttering member also has simple in structure, the intensity height, resistance to deformation, the anti-vibration performance is good, make easily, characteristics such as cost is low are applicable to the hollow building cover of various cast-in-situ reinforced concretes or prestressed reinforced concrete, roof system, body of wall, sole plate and hollow bridges are used, and are particularly useful for hollow arch without beam and use.

The invention is characterized in that the floating draw piece of described system is positioned at central point ± 5 centimetre.

The invention is characterized in that the floating draw piece of described system is positioned at central point ± 2 centimetre.Like this, be positioned at central point ± 5 centimetre or ± 2 centimetres to be provided be floating draw piece, can reach better locating effect, after being applied to Cast-in-place concrete, is difficult for taking place floating and inconsistent phenomenon and influence the construction quality of cassette ceiling, efficiency of construction improves greatly.

The invention is characterized in that the floating draw piece of described system is iron wire or rope or rope or band.Like this, can according to actual conditions adopt difformity also material be floating draw piece, can satisfy the needs of various construction application, improve the quality thereby reduce cost.

The invention is characterized in that the floating draw piece of described system is soft filamentary material.Like this, when being floating draw piece, can satisfy the needs of particular case for soft filamentary material, and not fragile fractureing, and can not destroy the core member because the carrying transportation.

The invention is characterized in that the floating draw piece of described system is collapsible material.Like this,, can satisfy the needs of particular case when being floating draw piece when being collapsible material, and not fragile fractureing, and can not destroy the core member because the carrying transportation.

The invention is characterized in that the floating draw piece of described system is linked to be at least two rings.Like this, be that floating draw piece is linked to be at least two rings, can satisfy the needs of particular case, and ring shape is that to float the draw piece scope of activities bigger, more can convenient construction.

The invention is characterized in come-up stop bit device is arranged on the floating draw piece of described system.Like this, be that floating draw piece is provided with come-up stop bit device, can improve is the locating effect of floating draw piece, after making concrete full built-in core mould be applied to the Cast-in-place concrete floor, locate very conveniently, be difficult for to take place float and inconsistent phenomenon and influence the construction quality of floor, efficiency of construction improves greatly.

The invention is characterized on the floating draw piece of described system the easily broken structure of draw piece is arranged.Like this, can fracture easily according to the needs that practice of construction is used is floating draw piece, thereby satisfies the requirement of construction application.

The invention is characterized in that the floating draw piece of described system is floating draw piece for what closing up of one or more adjacent area form boundling.Like this, when be floating draw piece be closing up of one or two or many adjacent areas form boundling be floating draw piece the time, can firmly be connected with other members or construction formwork and locate, can not come off the needs of convenient construction application easily.

The invention is characterized in that the floating draw piece of described system is with the concrete thickness control device outward.Like this, when being when being with the concrete thickness control device outside the floating draw piece, after the concrete full built-in core mould member is applied to the Cast-in-place concrete floor, can guarantee the cast-in-situ concrete thickness of cast-in-situ floor, thereby improve the cast-in-situ floor quality.

The invention is characterized in that the floating draw piece of described system passes the hole of bottom surface.Like this,, can satisfy the needs of particular case, and ring shape is that floating draw piece scope of activities is bigger, and can takes in the hole when being floating draw piece when passing the hole of bottom surface, more can convenient construction; After being applied to the Cast-in-place concrete floor, Cast-in-place concrete enters in the hole, and stability is better.

The invention is characterized in that the floating draw piece of described system passes in bottom surface.Like this, when being that floating draw piece is when passing in bottom surface, can conveniently connect lower member or construction formwork, can improve is the locating effect of floating draw piece, after making concrete full built-in core mould be applied to the Cast-in-place concrete floor, locate very conveniently, be difficult for to take place float and inconsistent phenomenon and influence the construction quality of floor, efficiency of construction improves greatly.

The invention is characterized in that the floating draw piece of described system ties up on the internals on the bottom surface.Like this, when being floating draw piece when tying up on the internals on the bottom surface, it is more firm to be that floating draw piece is connected with concrete full built-in core mould, and globality is better.

The invention is characterized in that the floating draw piece of described system is cemented in the internals on the bottom surface.Like this, when being floating draw piece when being cemented in the internals on the bottom surface, it is more firm to be that floating draw piece is connected with concrete full built-in core mould, and globality is better.

The invention is characterized in that the floating draw piece of described system passes the hole in the internals on the bottom surface.

The invention is characterized in that the floating draw piece of described system passes the pore in the internals on the bottom surface.Like this, can satisfy the needs of particular case, and ring shape is that floating draw piece scope of activities is bigger, and can takes in the hole, more can convenient construction; After being applied to the Cast-in-place concrete floor, Cast-in-place concrete enters in the hole, and stability is better.

The invention is characterized on the floating draw piece of described system at least one positional punch is arranged.Like this, when being when on the floating draw piece at least one positional punch being arranged, can conveniently wear reinforcing bar and pipeline, other members are set perhaps.

The invention is characterized in that the floating draw piece of described system is a spline-simulating.Like this, when being floating draw piece when being spline-simulating, can be firm be stuck on the concrete full built-in core mould and after being applied to the Cast-in-place concrete floor, can increase the contact area with Cast-in-place concrete, and globality is better.

The invention is characterized in described core upper bottom surface or/and peripheral side or/and bottom surface is provided with at least two spikes.Like this, when the upper bottom surface of core or/and peripheral side or/and bottom surface when being provided with at least two spikes, can keep between the core or between core and the construction formwork or the distance between core and the reinforcing bar, after being applied to the Cast-in-place concrete floor, the thickness that can keep Cast-in-place concrete, the quality of raising Cast-in-place concrete floor.

The invention is characterized in that described core is a hollow unit.Like this, when core is hollow unit, behind the required cast-in-situ floor, can guarantee the hollow rate of Cast-in-place concrete floor, thereby reduce the floor deadweight, economical with materials is saved cost.

The invention is characterized in that described core is the solid light member.Like this, can adopt the solid core of the composite material of different materials such as various light materials or hard material or various material combinations according to the needs of practical application, thereby satisfy the needs of practical application.

The invention is characterized in described upper bottom surface, peripheral side and the bottom surface and be provided with reinforce.Like this, when being provided with reinforce in upper bottom surface, peripheral side and the bottom surface, can strengthen the intensity of upper bottom surface, peripheral side and bottom surface, cracky not effectively, be applied to cast-in-situ floor after, can improve the holistic resistant behavior of cast-in-situ floor.

The invention is characterized in to be provided with stiffening rib, bracing boom or reinforcing rib in the core, perhaps at least one in stiffening rib, bracing boom or the reinforcing rib exposes, and has reinforce to expose in perhaps above-mentioned at least one.Like this, can improve the power transmission ability and the holistic resistant behavior of core, and after being applied to the Cast-in-place concrete floor, reinforcing rib, perhaps at least one in stiffening rib, bracing boom or the reinforcing rib exposes, and has reinforce to expose in perhaps above-mentioned at least one, can well be connected with Cast-in-place concrete, prevent that effectively Cast-in-place concrete and core contact site from producing the crack, increase the intensity and the overall performance of cast-in-situ floor, improve the quality of cast-in-situ floor.

The invention is characterized in to be that floating draw piece is anchored in stiffening rib, bracing boom or the reinforcing rib.Like this, when being that floating draw piece is when being anchored in stiffening rib, bracing boom or the reinforcing rib, can make is that floating draw piece is connected close and firm more with core, after being applied to the Cast-in-place concrete floor, locate very convenient, being difficult for takes place to float influences the construction quality of floor with inconsistent phenomenon, efficiency of construction improves greatly.

The invention is characterized in that described core is provided with at least a in chamfering, groove, pit, hole, boss module, raised line, arc angle, external corner or the inner corner trim.Like this, required with behind the Cast-in-place concrete floor, Cast-in-place concrete is poured in chamfering, groove, pit, hole, arc angle and the inner corner trim, can form cast-in-place reinforcing rib, bracing piece and reinforced pier, can effectively improve the holistic resistant behavior of Cast-in-place concrete floor; Cast-in-place concrete is connected with boss module, raised line and external corner, can increase the contact area with Cast-in-place concrete, prevents that effectively Cast-in-place concrete and core contact site from producing the crack, increases the intensity and the overall performance of cast-in-situ floor, improves the quality of cast-in-situ floor.

The invention is characterized in described chamfering, groove, raised line, arc angle or inner corner trim self or make up orthogonal thereto, oblique, parallel or grade separation setting mutually.Like this, after being applied to Cast-in-place concrete, chamfering, groove, raised line, arc angle or inner corner trim self or make up orthogonal thereto, oblique, parallel or grade separation setting mutually forms the staggered cast-in-place reinforcing rib of enhancing, bracing piece and reinforced pier, effectively improves the overall performance of cast-in-situ floor.

At least one die side wall that the invention is characterized in described core is corrugated surface, broken line face, curved surface, exasperate, plane or shaped face.Like this, after being applied to cast-in-situ floor, the die side wall of corrugated surface, broken line face, curved surface, exasperate, plane or shaped face can increase the contact area with Cast-in-place concrete, connect more firm, can prevent effectively that Cast-in-place concrete and core contact site from producing the crack, increase the intensity and the overall performance of cast-in-situ floor, improve the quality of cast-in-situ floor.

The die wall that the invention is characterized in described core is the die wall of Cement fibre, cement steel wire, metal or plastics.Like this, can according to practical application needs and material obtain the source, can reasonably select the die wall material of core for use, thereby reduce cost, improve core intensity.

The invention is characterized in that described core is provided with the filler strip or the cushion block of reinforcing bar.Like this, can conveniently lay the reinforcing bar pipeline, guarantee the distance between reinforcing bar pipeline and the core, be applied to cast-in-situ floor after, can effectively improve the intensity of cast-in-situ floor, guarantee the quality of cast-in-situ floor.

The invention is characterized in that the reinforce that is provided with in described upper bottom surface, peripheral side and the bottom surface is anchored in the adjacent members mutually.Like this, can increase the intensity of upper bottom surface, peripheral side and bottom surface, and the reinforce that is provided with in upper bottom surface, peripheral side and the bottom surface is anchored in the holistic resistant behavior and the resistance to overturning that can increase core in the adjacent members mutually.

The invention is characterized in that described reinforce exposes outside the core.Like this, in the time of outside reinforce exposes core, can well be connected, prevent that effectively Cast-in-place concrete and core contact site from producing the crack, increase the intensity and the resistance to overturning of cast-in-situ floor, improve the quality of cast-in-situ floor with Cast-in-place concrete.

The invention is characterized in that described superimposed sheet exposes reinforce and is anchored in the adjacent wall body.Like this, when superimposed sheet exposes reinforce and is anchored in the adjacent wall body, can improve intensity, rigidity and the resistance to overturning of core.

The invention is characterized in that described hole is prefabricated hollow rod member, the two-port of hollow rod member is connected with the outer wall outside of core, forms the hole that is communicated with.Like this, can other members be set in the hollow rod member that is communicated with or lay the pipeline reinforce, and after being applied to the Cast-in-place concrete floor, Cast-in-place concrete is poured in the hollow rod member, forms cast-in-place bar, can improve the strength and stiffness of Cast-in-place concrete floor effectively.

The invention is characterized in that the groove that is provided with on the described core is connected with the hole of the connection of hollow rod member communicates.Like this, other members can conveniently be set in groove and hollow rod member or lay the pipeline reinforce, and and be applied to the Cast-in-place concrete floor after, Cast-in-place concrete is poured in groove and the hollow rod member, form staggered cast-in-place bar, can improve the strength and stiffness of Cast-in-place concrete floor effectively.

The invention is characterized in that described core is provided with at least one in conduit, airduct or the water pipe.Like this, can conduit, airduct or water pipe be set according to the needs choose reasonable of practical application, thereby satisfy the needs of various practical applications.

The invention is characterized in that described core is provided with the connector that connects core formation core assembly and stretches out.Like this, core is provided with the connector that connects core formation core assembly and stretches out, a plurality of cores are grouped together form assembly in groups, and the distance that can keep core, the dark rib between the assurance core and the dimensional requirement of controlling of dark beam, after being applied to the Cast-in-place concrete floor, the bulk strength of cast-in-situ floor, rigidity and resistance to overturning are better.

The outside wall surface that the invention is characterized in described core is a hard layer, and hard layer is cement paste layer, Cement fibre layer or steel sheet.Like this; core outer wrapping one deck hard layer can effectively improve the intensity of core, and the protection core is difficult for destroyed, and can dig hole very easily and other members are set at core; can also select the material of hard layer according to actual conditions, thereby reduce cost.

(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 that concrete full built-in core mould of the present invention is applied to hollowcore slab.

Figure 33 is the structural representation that concrete full built-in core mould of the present invention is applied to hollowcore slab.

Figure 34 is the structural representation that concrete full built-in core mould of the present invention is applied to hollowcore slab.

Figure 35 is the structural representation that concrete full built-in core mould of the present invention is applied to hollowcore slab.

Figure 36 is the structural representation that concrete full built-in core mould of the present invention is applied to hollowcore slab.

(5) specific embodiment

The present invention is further illustrated below in conjunction with drawings and Examples.

The present invention as shown in drawings, comprise core 1, core 1 has upper bottom surface 2, peripheral side 3 and bottom surface 4, it is floating draw piece 5 that core is provided with, and is that floating draw piece 5 stretches out downwards from core bottom surface 4, it is characterized in that being provided with in the core 1 at least one superimposed sheet 6, the floating draw piece 5 of system passes overlapping layers, the planar central point that is positioned at core bottom surface 4 is distinguished in stretching out of the floating draw piece 5 of system, and being furnished with on the floating draw piece 5 of described system is floating draw piece positioner 9, and described positioner 9 is the non-return positioner.In each accompanying drawing, 1 is core, and 2 is upper bottom surface, and 3 is peripheral side, and 4 is bottom surface, and 5 for being floating draw piece, and 6 is superimposed sheet, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, concrete full built-in core mould comprises core 1, core 1 has upper bottom surface 2, peripheral side 3 and bottom surface 4, it is floating draw piece 5 that core is provided with, the floating draw piece 5 of system stretches out downwards from core bottom surface 4, being provided with superimposed sheet 6 in its core 1, is that floating draw piece 5 passes overlapping layers, is the planar central point that the district is positioned at core bottom surface 4 that stretches out of floating draw piece 5.As shown in figure 31, its core 1 is that two basin-shaped components are put together.

As shown in Figure 7, being furnished with on the floating draw piece 5 of its described system is floating draw piece positioner 9, and described positioner 9 is the non-return positioner.

The invention is characterized in that the floating draw piece 5 of described system is positioned at central point ± 5 centimetre.

The invention is characterized in that the floating draw piece 5 of described system is positioned at central point ± 2 centimetre.As shown in Figure 2, the floating draw piece 5 of its described system is positioned at central point ± 5 centimetre, is that floating draw piece 5 is rope.

The invention is characterized in that the floating draw piece 5 of described system is iron wire or rope or rope or band.As shown in Figure 3, it is that floating draw piece 5 is band, figure middle distance a=b, c=d.

The invention is characterized in that the floating draw piece 5 of described system is soft filamentary material.As shown in Figure 1, the floating draw piece 5 of its described system is soft filamentary material.

The invention is characterized in that the floating draw piece 5 of described system is collapsible material.As shown in Figure 4, the floating draw piece 5 of its described system is collapsible material.

The invention is characterized in that the floating draw piece 5 of described system is linked to be at least two rings.As shown in Figure 2, the floating draw piece of its described system 5 is linked to be for a plurality of rings.

The invention is characterized in come-up stop bit device 7 is arranged on the floating draw piece 5 of described system.As shown in Figure 5, come-up stop bit device 7 is arranged on the floating draw piece 5 of its described system, floating stop bit device 7 is spacing iron wire.

The invention is characterized on the floating draw piece 5 of described system the easily broken structure 8 of draw piece is arranged.As shown in Figure 6, on the floating draw piece 5 of its described system the easily broken structure 8 of draw piece is arranged.

The invention is characterized in that the floating draw piece 5 of described system is floating draw piece for what closing up of one or more adjacent area form boundling.As shown in Figure 9, the floating draw piece 5 of its described system is floating draw piece for what closing up of many adjacent areas form boundling.

The invention is characterized in the floating draw piece 5 outer concrete thickness control devices 10 that are with of described system.As shown in Figure 9, the floating draw piece 5 outer concrete thickness control devices 10 that are with of its described system.

The invention is characterized in that the floating draw piece 5 of described system passes the hole 11 of bottom surface 4.As shown in figure 10, the floating draw piece 5 of its described system passes the hole 11 of bottom surface 4, and hole is the through hole pipe fitting that runs through core upper plate 2 and bottom surface 4.

The invention is characterized in that the floating draw piece 5 of described system passes in bottom surface 4.As shown in figure 11, the floating draw piece 5 of its described system passes in bottom surface 4, is that the hole 11 of total respectively upper plate 2 of floating draw piece 5 and bottom surface 4 passes.

The invention is characterized in that the floating draw piece 5 of described system ties up on the internals on the bottom surface 4.As shown in figure 11, the floating draw piece 5 of its described system ties up on the internals on the bottom surface 4.

The invention is characterized in that the floating draw piece 5 of described system is cemented in the internals on the bottom surface 4.As shown in figure 12, the floating draw piece 5 of its described system is cemented in the internals on the bottom surface 4.

The invention is characterized in that the floating draw piece 5 of described system passes the hole in the internals on the bottom surface 4.

The invention is characterized in that the floating draw piece 5 of described system passes the pore in the internals on the bottom surface 4.As shown in figure 12, the floating draw piece 5 of its described system passes the pore in the internals on the bottom surface 4.

The invention is characterized on the floating draw piece 5 of described system at least one positional punch is arranged.As shown in figure 13, on the floating draw piece 5 of its described system positional punch is arranged, positional punch is that to be arranged on be iron hoop on floating draw piece 5 terminations.

The invention is characterized in that the floating draw piece 5 of described system is spline-simulating.As shown in figure 14, the floating draw piece 5 of its described system is a spline-simulating, is that floating draw piece 5 is the tooth side rod of two ends band said minuscule hole.

The invention is characterized in described core 1 upper bottom surface 2 or/and peripheral side 3 or/and bottom surface 4 is provided with at least two spikes 12.As shown in figure 15, the bottom surface 4 of its described core 1 is provided with a plurality of spikes 12.

The invention is characterized in that described core 1 is hollow unit.As shown in figure 14, its described core 1 is a hollow unit.

The invention is characterized in that described core 1 is the solid light member.As shown in figure 15, its described core 1 is the solid light member, and the solid light member is a member of establishing light material in the outsourcing hard surrounding layer.

The invention is characterized in described upper bottom surface 2, peripheral side 3 and the bottom surface 4 and be provided with reinforce 13.As shown in figure 16, be provided with reinforce 13 in its described upper bottom surface 2, peripheral side 3 and the bottom surface 4, reinforce 13 is a gauze wire cloth, also is provided with bracing boom 15 in the core 1.

The invention is characterized in to be provided with stiffening rib 14, bracing boom 15 or reinforcing rib 16 in the core 1, perhaps at least one in stiffening rib 14, bracing boom 15 or the reinforcing rib 16 exposes, and has reinforce 13 to expose in perhaps above-mentioned at least one.As shown in figure 17, be provided with stiffening rib 14 and reinforcing rib 16 in its core 1.

The invention is characterized in to be that floating draw piece 5 is anchored in stiffening rib 14, bracing boom 15 or the reinforcing rib 16.As shown in figure 18, it is that floating draw piece 5 is anchored in the stiffening rib 14.

The invention is characterized in that described core 1 is provided with at least a in chamfering 17, groove 18, pit 19, hole 11, boss module 20, raised line 21, arc angle 22, external corner 23 or the inner corner trim 24.As shown in figure 19, corner is set to chamfering 17 around the upper and lower of its described core 1.As shown in figure 20, corner is set to arc angle 22 around the upper and lower of its described core 1, and upper bottom surface 2 is provided with groove 18.

The invention is characterized in described chamfering 17, groove 18, raised line 21, arc angle 22 or inner corner trim 24 self or make up orthogonal thereto, oblique, parallel or grade separation setting mutually.As shown in figure 21, its described raised line 21, inner corner trim 24 self and combination orthogonal thereto, parallel and grade separation setting respectively mutually, and also be provided with pit 19 and boss module 20 on the core.

At least one die side wall that the invention is characterized in described core 1 is corrugated surface, broken line face, curved surface, exasperate, plane or shaped face.As shown in figure 22, the die side wall of its described core 1 is an exasperate, and the peripheral side 3 of core 1 is provided with external corner 23.

The die wall that the invention is characterized in described core 1 is the die wall of Cement fibre, cement steel wire, metal or plastics.As shown in figure 22, the die wall of its described core 1 is the die wall of Cement fibre.

The invention is characterized in that described core 1 is provided with the filler strip 25 or the cushion block 26 of reinforcing bar.As shown in figure 23, its described core 1 is provided with the filler strip 25 and the cushion block 26 of reinforcing bar.

The invention is characterized in that the reinforce 13 that is provided with in described upper bottom surface 2, peripheral side 3 and the bottom surface 4 is anchored in the adjacent members mutually.As shown in figure 24, being respectively arranged with superimposed sheet 6 in the upper base 2 of its described core 1 and the bottom surface 4, is that floating draw piece 5 is by stretching out in the superimposed sheet 6.As shown in figure 25, the reinforce 13 that is provided with in its described upper bottom surface 2 and the peripheral side 3 is anchored in the adjacent members mutually.

The invention is characterized in that described reinforce 13 exposes outside the core 1.As shown in figure 24, its described reinforce 13 is outside upper bottom surface 2 exposes core 1.

The invention is characterized in that described superimposed sheet 6 exposes reinforce 13 and is anchored in the adjacent wall body.As shown in figure 24, its described superimposed sheet 6 exposes reinforce 13 and is anchored in the adjacent wall body.

The invention is characterized in that described hole 11 is prefabricated hollow rod member, the two-port of hollow rod member is connected with the outer wall outside of core 1, forms the hole 11 that is communicated with.As shown in figure 26, its described hole 11 is prefabricated hollow rod member, and the two-port of hollow rod member is connected with the outer wall outside of core 1, forms the hole 11 that is communicated with.

The invention is characterized on the described core 1 that the groove 18 that is provided with is connected with the hole 11 of the connection of hollow rod member 27 communicates.As shown in figure 27, the groove 18 that is provided with on its described core 1 is connected with the hole 11 of the connection of hollow rod member 27 and communicates.

The invention is characterized in that described core 1 is provided with at least one in conduit 28, airduct 29 or the water pipe 30.As shown in figure 28, its described core 1 is provided with conduit 28, airduct 29 and water pipe 30.

The invention is characterized in that described core 1 is provided with the connector 31 that connects core formation core assembly and stretches out.As shown in figure 29, its described core 1 is provided with and connects the connector 31 that core constitutes the core assembly and stretch out.

The outside wall surface that the invention is characterized in described core 1 is a hard layer, and hard layer is cement paste layer, Cement fibre layer or steel sheet.As shown in figure 30, the outside wall surface of its described core 1 is a hard layer, and hard layer is a steel sheet.

During the invention process, can adopt cement mortar cementitious matter and fiberglass gridding cloth, in mould, make one deck cementitious matter, the layer of glass grid cloth, the concrete full built-in core mould of draw piece floats in the band system with layer structure of the multilayer build-up of one deck cementitious matter again, demoulding maintenance promptly gets concrete full built-in core mould to stipulating the length of time.The concrete built-in core mould is applied in the cast-in-place hollow slab, shown in figure 32, around the concrete full built-in core mould, all be wrapped in the Cast-in-place concrete up and down, forms cast-in-place rib or cast-in-place beam between two concrete full built-in core moulds, and concrete full built-in core mould is arranged with the template of not dismantling.As shown in figure 33, around the concrete full built-in core mould, all be wrapped in the Cast-in-place concrete up and down, form cast-in-place rib or cast-in-place beam between two concrete full built-in core moulds, the template under the concrete full built-in core mould is disassembled.As shown in figure 34, the thickness a of the upper base of concrete full built-in core mould is greater than the thickness b of bottom surface, and the upper bottom surface of concrete full built-in core mould is exposed at outside the Cast-in-place concrete cast-in-place rib of formation or cast-in-place beam between two concrete full built-in core moulds outward.As shown in figure 35, the bottom surface of concrete full built-in core mould is exposed at outward outside the Cast-in-place concrete, forms cast-in-place rib or cast-in-place beam between two concrete full built-in core moulds.As shown in figure 35, a plurality of concrete full built-in core moulds are close to setting, and the one side around the Cast-in-place concrete parcel concrete full built-in core mould in the side or two or three or four sides form cast-in-place rib or cast-in-place beam between two concrete full built-in core moulds.

Claims (40)

1. concrete full built-in core mould, comprise core (1), core (1) has upper bottom surface (2), peripheral side (3) and bottom surface (4), it is floating draw piece (5) that core is provided with, the floating draw piece (5) of system stretches out downwards from core bottom surface (4), it is characterized in that being provided with in the core (1) at least one superimposed sheet (6), the floating draw piece (5) of system passes overlapping layers, the planar central point that is positioned at core bottom surface (4) is distinguished in stretching out of the floating draw piece (5) of system, described system floats that to be furnished with on the draw piece (5) be floating draw piece positioner (9), and described positioner (9) is the non-return positioner.
2. a kind of concrete full built-in core mould according to claim 1 is characterized in that described system floats draw piece (5) and be positioned at central point ± 5 centimetre.
3. a kind of concrete full built-in core mould according to claim 1 is characterized in that it is iron wire or rope or rope or band that draw piece (5) floats in described system.
4. a kind of concrete full built-in core mould according to claim 1 is characterized in that it is soft filamentary material that draw piece (5) floats in described system.
5. a kind of concrete full built-in core mould according to claim 1 is characterized in that it is collapsible material that draw piece (5) floats in described system.
6. a kind of concrete full built-in core mould according to claim 1 is characterized in that described system floats draw piece (5) and be linked to be at least two rings.
7. a kind of concrete full built-in core mould according to claim 1, it is characterized in that described system float have on the draw piece (5) come-up stop bit device (7).
8. a kind of concrete full built-in core mould according to claim 1 is characterized in that described system floats the easily broken structure of draw piece (8) is arranged on the draw piece (5).
9. a kind of concrete full built-in core mould according to claim 1 is characterized in that it is floating draw piece for what closing up of one or more adjacent area form boundling that draw piece (5) floats in described system.
10. a kind of concrete full built-in core mould according to claim 1 is characterized in that described system floats the outer concrete thickness control device (10) that is with of draw piece (5).
11. a kind of concrete full built-in core mould according to claim 1 is characterized in that described system floats the hole (11) that draw piece (5) passes bottom surface (4).
12. a kind of concrete full built-in core mould according to claim 1 is characterized in that described system floats draw piece (5) and pass in bottom surface (4).
13. a kind of concrete full built-in core mould according to claim 1 is characterized in that described system floats draw piece (5) and tie up on the internals on the bottom surface (4).
14. a kind of concrete full built-in core mould according to claim 1 is characterized in that described system floats draw piece (5) and be cemented in the internals on the bottom surface (4).
15. a kind of concrete full built-in core mould according to claim 1 is characterized in that described system floats draw piece (5) and pass hole in the internals on the bottom surface (4).
16. a kind of concrete full built-in core mould according to claim 1 is characterized in that described system floats on the draw piece (5) at least one positional punch is arranged.
17. a kind of concrete full built-in core mould according to claim 1 is characterized in that it is spline-simulating that draw piece (5) floats in described system.
18. a kind of concrete full built-in core mould according to claim 1, it is characterized in that described core (1) upper bottom surface (2) or/and peripheral side (3) or/and bottom surface (4) is provided with at least two spikes (12).
19. a kind of concrete full built-in core mould according to claim 1 is characterized in that described core (1) is a hollow unit.
20. a kind of concrete full built-in core mould according to claim 1 is characterized in that described core (1) is the solid light member.
21. a kind of concrete full built-in core mould according to claim 1 is characterized in that being provided with reinforce (13) in described upper bottom surface (2), peripheral side (3) and the bottom surface (4).
22., it is characterized in that being provided with in the core (1) stiffening rib (14), bracing boom (15) or reinforcing rib (16) according to the described a kind of concrete full built-in core mould of arbitrary claim in the claim 1 to 21.
23. a kind of concrete full built-in core mould according to claim 22 is characterized in that in stiffening rib (14), bracing boom (15) or the reinforcing rib (16) at least one exposes.
24. a kind of concrete full built-in core mould according to claim 22 is characterized in that having reinforce (13) to expose at least one of stiffening rib (14), bracing boom (15) or reinforcing rib (16).
25. a kind of concrete full built-in core mould according to claim 24 is characterized in that being that floating draw piece (5) is anchored in stiffening rib (14), bracing boom (15) or the reinforcing rib (16).
26., it is characterized in that described core (1) is provided with at least a in chamfering (17), groove (18), pit (19), hole (11), boss module (20), raised line (21), arc angle (22), external corner (23) or the inner corner trim (24) according to the described a kind of concrete full built-in core mould of arbitrary claim in the claim 1 to 21.
27. a kind of concrete full built-in core mould according to claim 26 is characterized in that described chamfering (17), groove (18), raised line (21), arc angle (22) or inner corner trim (24) self or makes up orthogonal thereto, oblique, parallel or grade separation setting mutually.
28. according to the described a kind of concrete full built-in core mould of arbitrary claim in the claim 1 to 21, at least one die side wall that it is characterized in that described core (1) is corrugated surface, broken line face, curved surface, exasperate, plane or shaped face.
29. according to the described a kind of concrete full built-in core mould of arbitrary claim in the claim 1 to 21, the die wall that it is characterized in that described core (1) is the die wall of Cement fibre, cement steel wire, metal or plastics.
30., it is characterized in that described core (1) is provided with the filler strip (25) or the cushion block (26) of reinforcing bar according to the described a kind of concrete full built-in core mould of arbitrary claim in the claim 1 to 21.
31., it is characterized in that the reinforce (13) that is provided with in described upper bottom surface (2), peripheral side (3) and the bottom surface (4) is anchored in the adjacent members mutually according to claim 23 or 24 described a kind of concrete full built-in core moulds.
32., it is characterized in that described reinforce (13) exposes outside the core (1) according to claim 21 or 24 described a kind of concrete full built-in core moulds.
33. a kind of concrete full built-in core mould according to claim 23 is characterized in that described superimposed sheet (6) exposes reinforce (13) and is anchored in the adjacent wall body.
34. a kind of concrete full built-in core mould according to claim 26 is characterized in that described hole (11) is prefabricated hollow rod member, the two-port of hollow rod member is connected with the outer wall outside of core (1), forms the hole (11) that is communicated with.
35. a kind of concrete full built-in core mould according to claim 34 is characterized in that groove (18) that described core (1) go up to be provided with is connected with the hole (11) of the connection of hollow rod member (27) to communicate.
36., it is characterized in that described core (1) is provided with at least one in conduit (28), airduct (29) or the water pipe (30) according to the described a kind of concrete full built-in core mould of arbitrary claim in the claim 1 to 21.
37., it is characterized in that described core (1) is provided with the connector (31) that connects core formation core assembly and stretches out according to the described a kind of concrete full built-in core mould of arbitrary claim in the claim 1 to 21.
38. according to the described a kind of concrete full built-in core mould of arbitrary claim in the claim 1 to 21, the outside wall surface that it is characterized in that described core (1) is a hard layer, hard layer is cement paste layer, Cement fibre layer or steel sheet.
39. a kind of concrete full built-in core mould according to claim 2 is characterized in that described system floats draw piece (5) and be positioned at central point ± 2 centimetre.
40. a kind of concrete full built-in core mould according to claim 15 is characterized in that described system floats draw piece (5) and pass pore in the internals on the bottom surface (4).
CN2007102016428A 2007-09-10 2007-09-10 Concrete full built-in core mould CN101387139B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2007102016428A CN101387139B (en) 2007-09-10 2007-09-10 Concrete full built-in core mould

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2007102016428A CN101387139B (en) 2007-09-10 2007-09-10 Concrete full built-in core mould

Publications (2)

Publication Number Publication Date
CN101387139A CN101387139A (en) 2009-03-18
CN101387139B true CN101387139B (en) 2011-03-02

Family

ID=40476763

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2007102016428A CN101387139B (en) 2007-09-10 2007-09-10 Concrete full built-in core mould

Country Status (1)

Country Link
CN (1) CN101387139B (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0617180A2 (en) * 1993-03-26 1994-09-28 ONDAPLAST S.p.A. Products for the fabrication of floors with lightening box elements and floors made with these products
EP1325991A1 (en) * 2002-01-08 2003-07-09 Dycore B.V. Method for manufacturing a floor of concrete and shuttering slab for use therein
CN1528994A (en) * 2003-10-01 2004-09-15 邱则有 Shuttering member
CN1611715A (en) * 2003-10-27 2005-05-04 邱则有 Concrete filled shuttering member
CN1737309A (en) * 2004-08-18 2006-02-22 邱则有 Hollow carcass used for cast-in-situs concrete filling

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0617180A2 (en) * 1993-03-26 1994-09-28 ONDAPLAST S.p.A. Products for the fabrication of floors with lightening box elements and floors made with these products
EP1325991A1 (en) * 2002-01-08 2003-07-09 Dycore B.V. Method for manufacturing a floor of concrete and shuttering slab for use therein
CN1528994A (en) * 2003-10-01 2004-09-15 邱则有 Shuttering member
CN1611715A (en) * 2003-10-27 2005-05-04 邱则有 Concrete filled shuttering member
CN1737309A (en) * 2004-08-18 2006-02-22 邱则有 Hollow carcass used for cast-in-situs concrete filling

Also Published As

Publication number Publication date
CN101387139A (en) 2009-03-18

Similar Documents

Publication Publication Date Title
CN100429364C (en) Reinforced concrete stereo bearing structure floorslab
CN105839667B (en) The construction manufacture craft of complete prefabricated overlapping assembled underground pipe gallery
CN102383418B (en) Anti-seismic prefabricated concrete solid square pile and production method thereof
WO2017206411A1 (en) Full-prefabricated superimposed assembly-type underground pipe gallery and connection node thereof
CN102383443B (en) Connection structures between foundation pit support piles and outer walls of basement and construction method
CN103114669B (en) Ribbed steel bar truss concrete superimposed sheet and construction method thereof
CN203113580U (en) Concrete laminated slab with steel bar trusses
CN105862916A (en) Superimposed assembled type underground pipe gallery system and construction and manufacturing process
CN1297095A (en) In-situ cast hollow reinforced concrete slab pre-provided with hollow hard thin-wall members and its construction method
CN101082241B (en) Formwork for reinforced bar concrete solid load-carrying structural storied building cover
CN105569224A (en) Concrete-filled steel tube edge restraint overlapping integrated shear wall and preparing and installation methods thereof
CN105507470B (en) A kind of periphery overlapping overall assembled floor and its construction method
CN100516404C (en) Reinforcing-bar concrete building roof with tree-dimensional bearing structure
CN100537946C (en) A kind of hollow die for pouring concrete filling on site
CN100395417C (en) Construction technique method by using hollow cover of storied building fabricated from cast in-site reinforcing steel bar concrete
KR101086646B1 (en) Prestress concrete composite girder with prestress non-introducing portion provided at both ends, manufacturing method thereof, and built-up type slab bridge construction method using the same
CN205382595U (en) Integral shear force wall of steel pipe concrete edge constraint coincide
CN100368642C (en) Hollow floor slab with small dense ribs and its production process
CN101696587B (en) Prefabricated part for light plate
CN101761187B (en) Construction separating device for concrete of vertical structure in same wall body with different labels as well as pouring and tamping method thereof
CN202347534U (en) Force transferring structure between foundation ditch support pile and basement outer wall
CN208309388U (en) The underwater bearing platform construction structure integrally transferred
CN206953253U (en) Precast prestressed thermal insulation external wall panel and particular manufacturing craft
CN100360751C (en) Cast-in-situ concrete hollow slab
CN104234432B (en) Shed deckhead construction method

Legal Events

Date Code Title Description
PB01 Publication
C06 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
ASS Succession or assignment of patent right

Owner name: HU NAN QIU ZEYOU PATENT STRATEGIC PLANNING CO., LT

Free format text: FORMER OWNER: QIU ZEYOU

Effective date: 20101027

TA01 Transfer of patent application right

Effective date of registration: 20101103

Address after: 410205, Hunan Changsha Changsha hi tech Development Zone, Yuelu District Road, No. 8 star industry base

Applicant after: Hunan Qiuzeyou Patent Strategy Planning Co., Ltd.

Address before: 410011 Hunan province Changsha Furong Road two section 59 Suncheon City 28 floor

Applicant before: Qiu Zeyou

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 410011 28/F, SHUNTIANCHENG, NO.59, SECTION 2 OF FURONG MIDDLE ROAD, CHANGSHA CITY, HU NAN PROVINCE TO: 410205 JUXING INDUSTRY BASE, NO.8, LUJING ROAD, CHANGSHA HIGH-TECH. DEVELOPMENT ZONE, YUELU DISTRICT, CHANGSHA CITY, HU NAN PROVINCE

C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110302

Termination date: 20130910

C17 Cessation of patent right