CN1804297A - Thin-walled shuttering member for concrete hollow member - Google Patents

Thin-walled shuttering member for concrete hollow member Download PDF

Info

Publication number
CN1804297A
CN1804297A CN 200510129249 CN200510129249A CN1804297A CN 1804297 A CN1804297 A CN 1804297A CN 200510129249 CN200510129249 CN 200510129249 CN 200510129249 A CN200510129249 A CN 200510129249A CN 1804297 A CN1804297 A CN 1804297A
Authority
CN
China
Prior art keywords
perhaps
sidewall
type
upper plate
thin
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN 200510129249
Other languages
Chinese (zh)
Other versions
CN100393959C (en
Inventor
邱则有
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=4750534&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=CN1804297(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Publication of CN1804297A publication Critical patent/CN1804297A/en
Application granted granted Critical
Publication of CN100393959C publication Critical patent/CN100393959C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

Disclosed is a concrete hollow thin wall shuttering member which comprises an upper board (1), and peripheral side panels, characterized in that the member also comprises a lower bottom (3), the upper board (1), the peripheral side panels (2), and the lower bottom (3) form a polyhedral structure with a cavity (4), the upper board (1) or/and the peripheral side panels (2) are assembled from small blocks (18). The invention can be applied to cast-in-situ reinforced concrete or prestressed reinforcement concrete's hollow storied-building roofings, house roofings, walls, foundation bedplates and hollow bridges.

Description

A kind of concrete hollow cavity thin-wall mould-shell member
The application for the applying date be that October 5, application number in 2002 are 02144144.8, name is called the dividing an application of application for a patent for invention of " a kind of concrete hollow cavity thin-wall mould-shell member ".
(1) technical field
The present invention relates to a kind of concrete hollow cavity thin-wall mould-shell member.
(2) background technology
The most of precast hollow slab that adopts of the building of brick mix structure and frame construction is as floor structure at present, this floor structure has advantages such as speed of application is fast, cost is low, but owing to firmly do not link between adjacent two precast hollow slabs, only use cement mortar blind, thereby not only globality is poor, be unfavorable for antidetonation, and 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 because the formwork in the floor structure needs to be fixed at the scene on the prefabricated plate again, construction is tired of lock, and simultaneously, prefabricated plate weight is heavier relatively, and carrying is wasted time and energy, and these make troubles for construction, carrying, the increase construction cost.And for example number of patent application is 01134817.8, name is called the patent of invention of " a kind of prefabricated hollow member for roof with space structure and application thereof ", its member is made up of cavity template and cavity, it is characterized in that also including structure base plate and structure time rib, structure base plate and structure time rib links the whole primary structure member of formation inverted T shape, accompany strength bar in the inverted T shape integrated member or strengthen net, the structure base plate has the muscle of revealing or reveals net, structure base plate thickness of slab and structure time rib rib is thick thick greater than the evacuated mould wooden partition, cavity template top, side and structure time rib links, bottom and structure base plate link the common sealing integral body that constitutes.Simple in structure, characteristics such as intensity is high, convenient construction and transport that this kind prefabricated cavity member has, be fixed on problem on the prefabricated plate though solved formwork, but the structure base plate of this member is still thicker, weight is still heavier relatively, when still having portage, effort, make troubles for construction, carrying, increase problems such as construction cost.Therefore, develop a kind of novel concrete hollow cavity thin-wall mould-shell member for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of concrete hollow cavity thin-wall mould-shell member, have characteristics such as construction, convenient in carrying, cost be low.
Solution of the present invention is on the basis of existing technology, comprise upper plate, sidewall on every side, it is characterized in that also including going to the bottom, upper plate, on every side sidewall, going to the bottom constitutes the polyhedral structure of cavity, upper plate or/and on every side sidewall form by little piecemeal assembling combination.Like this because upper plate or/and on every side sidewall form by little piecemeal assembling combination, thereby the making of shuttering member is easier, convenient, lower, the convenient in carrying of cost of production, in light weight, cost is low, thereby has reached purpose of the present invention.Simultaneously, shuttering member has also that non-deformability is big, anti-vibration ability height, characteristics such as simple in structure, is applicable to be specially adapted to the cast-in-situ concrete hollow arch without beam by space structures such as construction work, road and bridge engineering.
Feature of the present invention is that also described upper plate is by four little piecemeal assembling combination.
Feature of the present invention is that also described sidewall is on every side formed by four little piecemeal assembling combination.
Feature of the present invention also is to accompany in described the going to the bottom at least one thin band.
Feature of the present invention also is to be provided with in the described cavity stiffening rib or bracing boom or stiffening rib and bracing boom is set simultaneously.Like this, the intensity and the rigidity of formwork further improve, simultaneously, stiffening rib or bracing boom can participate in the stressed and power transmission of superstructure, have eliminated the defective that the hollow building cover hollow part does not have primary structure member.
Feature of the present invention also is to be provided with in stiffening rib or bracing boom at least one at least one thin band.
Feature of the present invention also be upper plate, on every side sidewall, go to the bottom, be provided with at least one reinforcing rib in the stiffening rib, bracing boom at least one.Like this, the intensity and the rigidity of formwork are better, and mechanical property is higher.
Feature of the present invention also is to be provided with at least one thin band at least one reinforcing rib.
Feature of the present invention also is to go to the bottom and is extended with bridging piece from least one side of sidewall on every side.Like this, formwork is if be extended with bridging piece, and then in close rib arch without beam construction, the Cast-in-place concrete rib need not template, can save form cost usefulness, reduces construction cost.
Feature of the present invention is that also described thin band is parallel to each other or intersect or form the band net or its combination is provided with.Like this, can be provided with flexibly, conveniently design and produce according to needs actual and design; Simultaneously, if be provided with the multi-layer thin band, then impact resistance is bigger, intensity is higher.
Feature of the present invention is that also described thin band is provided with one or more layers.
Feature of the present invention is that also described thin band is to have hole, seam, groove, concavo-convex, concavo-convex porose, impression, exasperate or their compound bands or be braid over braid, strap, sandwich tape, and thin band bandwidth equates or be unequal.Like this, approach band itself owing to porose, seam, groove etc., thus more firm with formwork cementitious slurry bonding, globality is better, and intensity is higher.Simultaneously because thin band is wide in variety, thereby produce select for use more convenient, cost is lower.
Feature of the present invention is that also described thin band is metal tape or organic band.Like this, in producing, designing, can select as required, convenient production, cost is lower.
Feature of the present invention is that also described thin band is a fabric strip.
Feature of the present invention also is in a side, dual-side or the middle part of described thin band at least one seam, hole, groove are arranged.Like this, with the adhesion strength that increases greatly between thin band and the formwork cementitious slurry, its globality is better, and the ability of shock resistance and collision is stronger, and intensity is higher.
Feature of the present invention also be the cross section of described thin band be L type, V-type, Z type, T type, I type, U type, Type.Like this, because the sectional form of thin band is many, can conveniently design and select for use, reduce cost, simultaneously with production unit, can improve rigidity, bending resistance and the shear behavior of member, be specially adapted to the heavy wall position of member, as stiffening rib, bracing boom, reinforcing rib or position such as go to the bottom, with the thickness of attenuate member, economical with materials reduces cost.
Feature of the present invention also is upper plate, sidewall or go to the bottom and be layer structure on every side, by the glued bed of material of one deck, one deck fleece or cloth or wire lath, the glued bed of material of one deck again, one deck fleece or cloth or wire lath again, the glued bed of material of one deck again, overlapping gluing like this forms, and fleece or cloth or wire lath are at least more than one deck.Like this, the formwork wall is that layer structure and thin band are compound, and its intensity is higher, and globality is better, and impact resistance is stronger.
Feature of the present invention also is at upper plate or sidewall or have on both and reveal bar, reveal rib or reveal bar simultaneously and reveal rib on every side.Like this, revealing bar and revealing rib has increased wedge action between formwork and the Cast-in-place concrete, and it is better to make bar or rib participate in the performance of stressed power transmission,
Feature of the present invention also be reveal bar and reveal rib or the muscle of revealing is arranged on both, reveal net or.Their combination.Like this, reveal muscle in addition or reveal net or the dew band, then can increase the caking property of formwork and Cast-in-place concrete, its globality is better.
Feature of the present invention is that also described going to the bottom reveal muscle in addition, reveal net, reveal band or their combination.
Feature of the present invention also be by the formwork that upper plate and sidewall on every side surround be by local upper plate with local around the piecemeal that is connected as a single entity of sidewall be fixed on stiffening rib and go to the bottom and go up assembling combination and form.Like this, the making of shuttering member is easier, convenient, and cost of production is lower.
Feature of the present invention also be upper plate, on every side sidewall, go to the bottom or stiffening rib at least one in accompany hollow or solid light material.Like this, the weight of formwork is lighter, and thermal and insulating performance is better, make more easy and convenient, especially stiffening rib or go to the bottom in accompany light material, its weight is lighter, it is easier to make.
Feature of the present invention also is upper plate or sidewall or outwardly open and the hollow hole of going to the bottom and linking to each other are arranged among both on every side.Like this, Cast-in-place concrete can enter in the hollow hole, and mutual build-in between the formwork, can effectively eliminate the crack between Cast-in-place concrete rib and the formwork, improves the globality and the mechanical property of superstructure.
Feature of the present invention also is to have in the hole and the reinforcing steel bar or the thin band of going to the bottom and being connected and protruding upward.Like this, the wedge action between Cast-in-place concrete and the formwork is better, and the globality and the mechanical property of superstructure are higher.
Feature of the present invention is that also the cementitious matter in the glued bed of material is the composition of portland-type cement, aluminate cement, alkali slag cement or resin glue and above-mentioned cement.Like this, the kind of cementitious matter is more, has made things convenient for design and production to select for use, has reduced cost of production.
Feature of the present invention is that also rubble, cobble, coarse sand, medium sand, fine sand, flour sand, expanded perlite, expanded vermiculite or haydite or their combination are arranged in the glued bed of material.Like this, can increase the intensity of the glued bed of material, reduce the contraction and the cracking of the glued bed of material.
Feature of the present invention also is upper plate or sidewall or the two external surface is fluted, pothole, projection or its combination on every side, perhaps reveals muscle simultaneously in addition, reveals net or its combination.Like this, the build-in between formwork and the Cast-in-place concrete is better, and intensity and globality are higher.
Feature of the present invention also is to fill in the cavity or partially filled light material is arranged.Like this, the thermal insulation of formwork, sound insulation value are better.
Feature of the present invention is that also thin-wall mould-shell is provided with pipe or hole or the air chimney or the insulation air chimney of drawing-in wire.Like this, the construction of various pipelines is laid more convenient, and cost is lower.
Feature of the present invention also is to go to the bottom and is provided with at least two by upper plate and the formwork that surrounds of sidewall on every side.Like this, it is easier, convenient to construct, and cost is lower.
Feature of the present invention also is to go to the bottom and is provided with the tension align member that connects lower support element.Like this, the construction of formwork is more convenient, quick, and cost is low.
Feature of the present invention is that also thin-wall mould-shell is provided with the member of carrying usefulness.Like this, the carrying of formwork, the lifting more convenient, more laborsaving.
Feature of the present invention also be upper plate or on every side sidewall be arc.Like this, the mutual wedge action between Cast-in-place concrete and the formwork is better, can eliminate the crack between Cast-in-place concrete rib and the formwork effectively.
Feature of the present invention is that also at least one side has fixing or the detachable punch of at least one evagination on the sidewall on every side.Like this, because punch is arranged, the Cast-in-place concrete rib then for the truss-like Cast-in-place concrete rib of folder punch, can save material, and reduces construction cost.
Feature of the present invention is that also punch is a light solid or hollow or contain the punch of rod member.Like this, the weight of formwork is lighter, can save material simultaneously, reduces cost.
Feature of the present invention is that also the wall of punch is layer structure or the layer structure that accompanies thin band.Like this, the intensity of punch is higher, and stress performance is better.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.In the accompanying drawings, 1 is upper plate, 2 be around sidewall, 3 for going to the bottom, 4 be cavity, 5 be to approach band, number identically, its explanation is identical.Among Fig. 1, upper plate 1, sidewall 2,3 polyhedral structures that constitute cavity 4 of going to the bottom on every side, going to the bottom simultaneously accompanies many thin bands 5 in 3.
Fig. 2 is the structural representation of the embodiment of the invention 2, its upper plate 1, sidewall 2,3 polyhedral structures that constitute cavity 4 of going to the bottom on every side, and going to the bottom simultaneously accompanies many thin bands 5 in 3.
Fig. 3 is the structural representation of the embodiment of the invention 3, is provided with stiffening rib 6 in its cavity 4, and is provided with many thin bands 5 in the stiffening rib 6.
Fig. 4 is the structural representation of the embodiment of the invention 4, be provided with bracing boom 7 in its cavity 4, and be provided with thin band 5 in the bracing boom 7, simultaneously, bracing boom 7 is the hollow reinforced bar that is communicated with outward with formwork, Cast-in-place concrete enters the wedge action that can strengthen in the bar between shuttering member and the Cast-in-place concrete, improves the globality of superstructure.
Fig. 5 is the structural representation of the embodiment of the invention 5, and its upper plate 1, going to the bottom 3 is provided with many reinforcing ribs 8, and is provided with thin band 5 in the reinforcing rib 8.
Fig. 6 is the structural representation of the embodiment of the invention 6, and it is gone to the bottom and 3 is extended with bridging piece 9 around sidewall 2 on every side.
Fig. 7 is the structural representation of the embodiment of the invention 7, and its thin band 5 is for having the thin band in hole.
Fig. 8 is the structural representation of the embodiment of the invention 8, and its thin band 5 is the thin band of impression.
Fig. 9 is the structural representation of the embodiment of the invention 9, and its thin band 5 is respectively dual-side the thin band of fin 10 and middle porose 11 thin band.
Figure 10 is the structural representation of the embodiment of the invention 10, its upper plate 1, on every side sidewall 2, going to the bottom 3 is layer structure 12.
Figure 11 is the structural representation of the embodiment of the invention 11, and it goes to the bottom 3 for layer structure 12.
Figure 12 is the structural representation of the embodiment of the invention 12, has on its upper plate 1 to reveal rib 14, and the net 16 of revealing is arranged, and going to the bottom simultaneously 3 has the muscle 15 of revealing and dew to be with 17.
Figure 13 is the structural representation of the embodiment of the invention 13, has on its upper plate 1 to reveal bar 13, and the muscle 15 of revealing is arranged, and going to the bottom simultaneously 3 has the net 16 of revealing.
Figure 14 is the structural representation of the embodiment of the invention 14, and its upper plate 1 is formed by 4 little piecemeal 18 assembling combination.
Figure 15 is the structural representation of the embodiment of the invention 15, its formwork 19 be by 4 by local upper plate 1 with local around the piecemeals 20 that are connected as a single entity of sidewall 2 be fixed on stiffening rib 6 and go to the bottom that assembling combination forms on 3.
Figure 16 is the structural representation of the embodiment of the invention 16, accompanies expanded perlite light material 21 in its stiffening rib 6.
Figure 17 is the structural representation of the embodiment of the invention 17, and its upper plate 1 has outwardly open and the 3 hollow holes 22 that link to each other of going to the bottom.
Figure 18 is the structural representation of the embodiment of the invention 18, has in its hole 22 and the reinforcing steel bar 23 of going to the bottom and being connected and protruding upward.
Figure 19 is the structural representation of the embodiment of the invention 19, has in its hole 22 and the thin band 5 of going to the bottom and being connected and protruding upward.
Figure 20 is the structural representation of the embodiment of the invention 20, and its upper plate 1, sidewall 2 external surfaces are fluted 24 on every side, and the muscle 15 of revealing is arranged.
Figure 21 is the structural representation of the embodiment of the invention 21, and sidewall 2 external surfaces have pothole 25 around it.
Figure 22 is the structural representation of the embodiment of the invention 22, and sidewall 2 external surfaces have projection 26 around it.
Figure 23 is the structural representation of the embodiment of the invention 23, is filled with foamed plastics light material 21 in its cavity 4.
Figure 24 is the structural representation of the embodiment of the invention 24, is respectively arranged with the pipe and the hole 27 of drawing-in wire on its formwork.
Figure 25 is the structural representation of the embodiment of the invention 25, and its formwork is provided with air chimney 28.
Figure 26 is the structural representation of the embodiment of the invention 26, and it is gone to the bottom and 3 is provided with 3 formworks 19.
Figure 27 is the structural representation of the embodiment of the invention 27, and it is gone to the bottom and 3 is provided with drag hook type tension align member 30, also can be tension align members such as draw ring.
Figure 28 is the structural representation of the embodiment of the invention 28, and the member 31 of drag hook and draw-ring type carrying usefulness is arranged on its formwork.
Figure 29 is the structural representation of the embodiment of the invention 29, and its upper plate 1 is the circular arc plate.
Figure 30 is the structural representation of the embodiment of the invention 30, and sidewall 2 synteny have 8 punch 32 around its four side.
Figure 31 is the structural representation of the embodiment of the invention 31, and its punch 32 is respectively the light solid punch and contains the punch of rod member 33.
Figure 32 is the structural representation of the embodiment of the invention 32, and the wall of its punch 32 is a layer structure 12, and contains thin band 5.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention comprises upper plate 1, sidewall 2 on every side as shown in drawings, it is characterized in that also including going to the bottom 3, upper plate 1, sidewall 2,3 polyhedral structures that constitute cavity 4 of going to the bottom on every side, upper plate 1 or/and on every side sidewall 2 form by little piecemeal 18 assembling combination.Fig. 1 is the structural representation of the embodiment of the invention 1.In the accompanying drawings, 1 is upper plate, 2 be around sidewall, 3 for going to the bottom, 4 be cavity, 5 be to approach band, number identically, its explanation is identical.Among Fig. 1, upper plate 1, sidewall 2,3 polyhedral structures that constitute cavity 4 of going to the bottom on every side, going to the bottom simultaneously accompanies many thin bands 5 in 3.As Figure 14, shown in Figure 15, sidewall 2 is formed by little piecemeal 18 assembling combination on every side.Figure 14, shown in Figure 15, its upper plate 1 is formed by 4 little piecemeal 18 assembling combination.
Feature of the present invention is that also described upper plate 1 is by four little piecemeal 18 assembling combination.As Figure 14, shown in Figure 15, upper plate 1 is by four little piecemeal 18 assembling combination.
Feature of the present invention is that also described sidewall 2 is on every side formed by four little piecemeal 18 assembling combination.As Figure 14, shown in Figure 15, sidewall 2 is formed by little piecemeal 18 assembling combination on every side.
Feature of the present invention is that also described going to the bottom accompanies at least one thin band 5 in 3.Fig. 2 is the structural representation of the embodiment of the invention 2, its upper plate 1, sidewall 2,3 polyhedral structures that constitute cavity 4 of going to the bottom on every side, and going to the bottom simultaneously accompanies many thin bands 5 in 3.
Feature of the present invention also is to be provided with stiffening rib 6 or bracing boom 7 or stiffening rib 6 to be set simultaneously and bracing boom 7 in described cavity 4.Fig. 3 is the structural representation of the embodiment of the invention 3, is provided with stiffening rib 6 in its cavity 4, and is provided with many thin bands 5 in the stiffening rib 6.
Feature of the present invention also is to be provided with in stiffening rib 6 or bracing boom 7 at least one at least one thin band 5.Fig. 4 is the structural representation of the embodiment of the invention 4, be provided with bracing boom 7 in its cavity 4, and be provided with thin band 5 in the bracing boom 7, simultaneously, bracing boom 7 is the hollow reinforced bar that is communicated with outward with formwork, Cast-in-place concrete enters the wedge action that can strengthen in the bar between shuttering member and the Cast-in-place concrete, improves the globality of superstructure.
Feature of the present invention also be upper plate 1, on every side sidewall 2, go to the bottom 3, be provided with at least one reinforcing rib 8 in the stiffening rib 6, bracing boom 7 at least one.Fig. 5 is the structural representation of the embodiment of the invention 5, and its upper plate 1, going to the bottom 3 is provided with many reinforcing ribs 8.
Feature of the present invention also is to be provided with at least one thin band 5 at least one reinforcing rib 8.As shown in Figure 5, be provided with thin band 5 in the reinforcing rib 8.
Feature of the present invention also is to go to the bottom and 3 is extended with bridging piece 9 from least one side of sidewall 2 on every side.Fig. 1, Fig. 4, shown in Figure 5 going to the bottom 3 all are extended with bridging piece 9.Fig. 6 is the structural representation of the embodiment of the invention 6, and it is gone to the bottom and 3 is extended with bridging piece 9 around sidewall 2 on every side.
Feature of the present invention is that also described thin band 5 is parallel to each other or intersect or form the band net or its combination is provided with.The thin bands 5 that Fig. 1 to Fig. 5 goes to the bottom in 3 are set parallel to each other.Fig. 6 thin band 5 settings intersected with each other in 3 of going to the bottom.
Feature of the present invention is that also described thin band 5 is provided with one or more layers.
Feature of the present invention also is described thin band 5 for having hole, seam, groove, concavo-convex, concavo-convex porose, impression, exasperate or their compound bands or being braid over braid, strap, sandwich tape, and thin band 5 bandwidth equate or be unequal.Fig. 1 extremely thin band 5 shown in Figure 5 is a braid over braid.Fig. 7 is the structural representation of the embodiment of the invention 7, and its thin band 5 is for having the thin band in hole.Fig. 8 is the structural representation of the embodiment of the invention 8, and its thin band 5 is the thin band of impression.
Feature of the present invention is that also described thin band 5 is metal tape or organic band.Fig. 1 extremely thin band 5 shown in Figure 5 is organic braid over braid.Fig. 7, thin band 5 shown in Figure 8 are metal tape.
Feature of the present invention is that also described thin band 5 is fabric strip.
Feature of the present invention also is in a side, dual-side or the middle part of described thin band 5 at least one seam, hole, groove 11 are arranged.Fig. 9 is the structural representation of the embodiment of the invention 9, and its thin band 5 is respectively dual-side the thin band of fin 10 and middle porose 11 thin band.
Feature of the present invention also be the cross section of described thin band 5 be L type, V-type, Z type, T type, I type, U type,
Figure A20051012924900111
Type.The transverse shape of the thin band 5 that has among Figure 10 is an I shape.The transverse shape of the thin band 5 that has among Figure 11 is the T font.
Feature of the present invention also is upper plate 1, sidewall 2 or go to the bottom 3 for layer structure 12 on every side, by the glued bed of material of one deck, one deck fleece or cloth or wire lath, the glued bed of material of one deck again, one deck fleece or cloth or wire lath again, the glued bed of material of one deck again, overlapping gluing like this forms, and fleece or cloth or wire lath are at least more than one deck.Figure 10 is the structural representation of the embodiment of the invention 10, its upper plate 1, on every side sidewall 2, going to the bottom 3 is layer structure 12.Figure 11 is the structural representation of the embodiment of the invention 11, and it goes to the bottom 3 for layer structure 12.
Feature of the present invention also is at upper plate 1 or sidewall 2 or have on both and reveal bar 13, reveal rib 14 or reveal bar 13 simultaneously and reveal rib 14 on every side.As shown in figure 12, have and reveal net 16, going to the bottom simultaneously 3 has the muscle 15 of revealing and dew to be with 17.
Feature of the present invention also is to reveal bar 13 and reveals rib 14 or reveal muscle 15, dew net 16 or their combination on both.Figure 13 is the structural representation of the embodiment of the invention 13, has on its upper plate 1 to reveal bar 13, and the muscle 15 of revealing is arranged, and going to the bottom simultaneously 3 has the net 16 of revealing.
Feature of the present invention also is to go to the bottom and 3 reveals muscle 15 in addition, reveals net 16, reveals with 17 or their combination.Figure 12 is the structural representation of the embodiment of the invention 12, and the rib 14 of revealing is arranged on its upper plate 1.
Feature of the present invention also be by the formwork 19 that upper plate 1 and sidewall 2 on every side surround be by local upper plate 1 with local around the piecemeal 20 that is connected as a single entity of sidewall 2 be fixed on stiffening rib 6 and go to the bottom that assembling combination forms on 3.Figure 15 is the structural representation of the embodiment of the invention 15, its formwork 19 be by 4 by local upper plate 1 with local around the piecemeals 20 that are connected as a single entity of sidewall 2 be fixed on stiffening rib 6 and go to the bottom that assembling combination forms on 3.
Feature of the present invention also be upper plate 1, on every side sidewall 2, go to the bottom 3 or stiffening rib 6 at least one in accompany hollow or solid light material 21.Figure 16 is the structural representation of the embodiment of the invention 16, accompanies expanded perlite light material 21 in its stiffening rib 6.
Feature of the present invention also is upper plate 1 or sidewall 2 or outwardly open and the 3 hollow holes 22 that link to each other of going to the bottom are arranged among both on every side.Figure 17 is the structural representation of the embodiment of the invention 17, and its upper plate 1 has outwardly open and the 3 hollow holes 22 that link to each other of going to the bottom.
Feature of the present invention also is to have in the hole 22 and 3 reinforcing steel bar 23 or the thin bands 5 that are connected and protrude upward of going to the bottom.Figure 18 is the structural representation of the embodiment of the invention 18, has in its hole 22 and the reinforcing steel bar 23 of going to the bottom and being connected and protruding upward.Figure 19 is the structural representation of the embodiment of the invention 19, has in its hole 22 and the thin band 5 of going to the bottom and being connected and protruding upward.
Feature of the present invention is that also the cementitious matter in the glued bed of material is the composition of portland-type cement, aluminate cement, alkali slag cement or resin glue and above-mentioned cement.
Feature of the present invention is that also rubble, cobble, coarse sand, medium sand, fine sand, flour sand, expanded perlite, expanded vermiculite or haydite or their combination are arranged in the glued bed of material.
Feature of the present invention also is upper plate 1 or fluted 24, the pothole 25 of sidewall 2 or the two external surface, projection 26 or its combination on every side.Figure 21 is the structural representation of the embodiment of the invention 21, and sidewall 2 external surfaces have pothole 25 around it.Figure 22 is the structural representation of the embodiment of the invention 22, and sidewall 2 external surfaces have projection 26 around it.
Feature of the present invention also is to have on groove 24, pothole 25, the projection 26 dew muscle 15, reveals net 16 or its combination.Figure 20 is the structural representation of the embodiment of the invention 20, and its upper plate 1, sidewall 2 external surfaces are fluted 24 on every side, and the muscle 15 of revealing is arranged.
Feature of the present invention also is to fill in the cavity 4 or partially filled light material 21 is arranged.Figure 23 is the structural representation of the embodiment of the invention 23, is filled with foamed plastics light material 21 in its cavity 4.
Feature of the present invention is that also thin-wall mould-shell is provided with pipe or hole 27 or the air chimney or the insulation air chimney 28 of drawing-in wire.Figure 24 is the structural representation of the embodiment of the invention 24, is respectively arranged with the pipe and the hole 27 of drawing-in wire on its formwork.Figure 25 is the structural representation of the embodiment of the invention 25, and its formwork is provided with air chimney 28.
Feature of the present invention also is to go to the bottom and 3 is provided with at least two by upper plate 1 and the formwork 19 that surrounds of sidewall 2 on every side.Figure 26 is the structural representation of the embodiment of the invention 26, and it is gone to the bottom and 3 is provided with 3 formworks 19.
Feature of the present invention also is to go to the bottom and 3 is provided with the tension align member 30 that connects lower support element.Figure 27 is the structural representation of the embodiment of the invention 27, and it is gone to the bottom and 3 is provided with drag hook type tension align member 30, also can be tension align members such as draw ring.
Feature of the present invention is that also thin-wall mould-shell is provided with the member 31 of carrying usefulness.Figure 28 is the structural representation of the embodiment of the invention 28, and the member 31 of drag hook and draw-ring type carrying usefulness is arranged on its formwork.
Feature of the present invention also be upper plate 1 or on every side sidewall 2 be arc.Figure 29 is the structural representation of the embodiment of the invention 29, and its upper plate 1 is the circular arc plate.
Feature of the present invention is that also at least one side has fixing or detachable punch 32 of at least one evagination on the sidewall 2 on every side.Figure 30 is the structural representation of the embodiment of the invention 30, and sidewall 2 synteny have 8 punch 32 around its four side.
Feature of the present invention is that also punch 32 is light solid or hollow or contain the punch of rod member 33.Figure 31 is the structural representation of the embodiment of the invention 31, and its punch 32 is respectively the light solid punch and contains the punch of rod member 33.
Feature of the present invention is that also the wall of punch 32 is layer structure 12 or the layer structure 12 that accompanies thin band 5.Figure 32 is the structural representation of the embodiment of the invention 32, and the wall of its punch 32 is a layer structure 12, and contains thin band 5.
During the invention process, make earlier and have the upper plate 1 of layer structure 12 and the formwork 29 that surrounds of sidewall 2 on every side, make accompanying the steel bar concrete that approaches band 5 and go to the bottom 3 again, going to the bottom 3 not during setting and harden, formwork 29 and its binding are formed integral body, behind the setting and harden, the maintenance moulding gets product.

Claims (10)

1, a kind of concrete hollow cavity thin-wall mould-shell member, comprise upper plate (1), sidewall (2) on every side, it is characterized in that also including go to the bottom (3), upper plate (1), sidewall (2), go to the bottom (3) constitute the polyhedral structure of cavity (4) on every side, upper plate (1) or/and on every side sidewall (2) form by little piecemeal (18) assembling combination.
2, a kind of concrete hollow cavity thin-wall mould-shell member according to claim 1 is characterized in that described upper plate (1) is by four little piecemeals (18) assembling combination.
3, a kind of concrete hollow cavity thin-wall mould-shell member according to claim 1 is characterized in that described sidewall (2) is on every side formed by four little piecemeals (18) assembling combination.
4, a kind of concrete hollow cavity thin-wall mould-shell member according to claim 1 is characterized in that accompanying in described the going to the bottom (3) at least one thin band (5).
5, a kind of concrete hollow cavity thin-wall mould-shell member according to claim 1 is characterized in that being provided with in the described cavity (4) stiffening rib (6) or bracing boom (7) or stiffening rib (6) is set simultaneously and bracing boom (7); Perhaps be provided with at least one thin band (5) at least one in stiffening rib (6) or bracing boom (7); Perhaps at upper plate (1), be provided with at least one reinforcing rib (8) at least one in sidewall (2), go to the bottom (3), stiffening rib (6), the bracing boom (7) on every side; Perhaps be provided with at least one thin band (5) at least one reinforcing rib (8); Perhaps go to the bottom (3) be extended with bridging piece (9) from least one side of sidewall (2) on every side.
6,, it is characterized in that described thin band (5) is parallel to each other or intersect or form the band net or its combination is provided with according to the described a kind of concrete hollow cavity thin-wall mould-shell member of arbitrary claim in the claim 1 to 5; Perhaps thin band (5) is provided with one or more layers; The cross section of perhaps thin band (5) be L type, V-type, Z type, T type, I type, U type, Type; Perhaps thin band (5) is for having hole, seam, groove, concavo-convex, concavo-convex porose, impression, exasperate or their compound bands or being braid over braid, strap, sandwich tape, and thin band (5) bandwidth equates or be unequal; Perhaps thin band (5) is metal tape or organic band; Perhaps thin band (5) is a fabric strip.
7,, it is characterized in that at least one in a side, dual-side or the middle part of described thin band (5) seam, hole, groove (11) being arranged according to the described a kind of concrete hollow cavity thin-wall mould-shell member of arbitrary claim in the claim 1 to 5; The cross section of perhaps thin band (5) be L type, V-type, Z type, T type, I type, U type, Type; Perhaps upper plate (1), sidewall (2) or go to the bottom (3) are for layer structure (12) on every side, by the glued bed of material of one deck, one deck fleece or cloth or wire lath, the glued bed of material of one deck again, one deck fleece or cloth or wire lath again, the glued bed of material of one deck again, overlapping gluing like this forms, and fleece or cloth or wire lath are at least more than one deck; Perhaps at upper plate (1) or sidewall (2) or dew bar (13) is arranged on both, reveal rib (14) or reveal bar (13) simultaneously and dew rib (14) on every side; Perhaps revealing bar (13) and revealing rib (14) or dew muscle (15), dew net (16) or their combination are arranged on both; Perhaps go to the bottom (3) reveal muscle (15) in addition, reveal net (16), reveal band (17) or their combination; The cross section of perhaps thin band (5) be L type, V-type, Z type, T type, I type, U type, Type; Perhaps the formwork (19) that surrounds by upper plate (1) and sidewall (2) on every side be by local upper plate (1) with local around the piecemeal (20) that is connected as a single entity of sidewall (2) be fixed on stiffening rib (6) and go to the bottom (3) upward assembling combination form; Perhaps upper plate (1), on every side sidewall (2), go to the bottom (3) or stiffening rib (6) at least one in accompany hollow or solid light material (21); Perhaps upper plate (1) or sidewall (2) or the outwardly open hollow hole (22) that links to each other with go to the bottom (3) is arranged among both on every side; The reinforcing steel bar (23) or the thin band (5) that are connected and protrude upward with go to the bottom (3) are perhaps arranged in the hole (22); Cementitious matter in the perhaps glued bed of material is the composition of portland-type cement, aluminate cement, alkali slag cement or resin glue and above-mentioned cement; Rubble, cobble, coarse sand, medium sand, fine sand, flour sand, expanded perlite, expanded vermiculite or haydite or their combination are arranged in the perhaps glued bed of material.
8,, it is characterized in that upper plate (1) or sidewall (2) or the two external surface fluted (24), pothole (25), projection (26) or its combination on every side according to the described a kind of concrete hollow cavity thin-wall mould-shell member of arbitrary claim in the claim 1 to 5; Dew muscle (15) is perhaps arranged on groove (24), pothole (25), the projection (26), reveal net (16) or its combination; Perhaps fill in the cavity (4) or partially filled light material (21) arranged; Perhaps thin-wall mould-shell is provided with pipe or hole (27) or the air chimney or the insulation air chimney (28) of drawing-in wire.
9, according to the described a kind of concrete hollow cavity thin-wall mould-shell member of arbitrary claim in the claim 1 to 5, it is characterized in that going to the bottom (3) are provided with at least two by upper plate (1) and the formwork (19) that surrounds of sidewall (2) on every side; Perhaps go to the bottom (3) be provided with the tension align member (30) that connects lower support element; Perhaps thin-wall mould-shell is provided with the member (31) of carrying usefulness; Perhaps upper plate (1) or on every side sidewall (2) be arc.
10,, it is characterized in that at least one side has fixing or detachable punch (32) of at least one evagination on the sidewall (2) on every side according to the described a kind of concrete hollow cavity thin-wall mould-shell member of arbitrary claim in the claim 1 to 5; Perhaps punch (32) is light solid or hollow or contain the punch of rod member (33); Perhaps the wall of punch (32) is layer structure (12) or the layer structure (12) that accompanies thin band (5).
CNB2005101292493A 2002-10-05 2002-10-05 Thin-walled shuttering member for concrete hollow member Expired - Fee Related CN100393959C (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 02144144 CN1263930C (en) 2002-10-05 2002-10-05 Thin-wall form member for hollowing out concrete

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
CN 02144144 Division CN1263930C (en) 2002-10-05 2002-10-05 Thin-wall form member for hollowing out concrete

Publications (2)

Publication Number Publication Date
CN1804297A true CN1804297A (en) 2006-07-19
CN100393959C CN100393959C (en) 2008-06-11

Family

ID=4750534

Family Applications (10)

Application Number Title Priority Date Filing Date
CNB2005101292489A Expired - Fee Related CN100390365C (en) 2002-10-05 2002-10-05 Thin-walled shuttering member for concrete hollow member
CNB2005101266658A Expired - Fee Related CN100467797C (en) 2002-10-05 2002-10-05 Thin-walled shuttering member for concrete hollow member
CNB2005101292493A Expired - Fee Related CN100393959C (en) 2002-10-05 2002-10-05 Thin-walled shuttering member for concrete hollow member
CNB2005101292506A Expired - Fee Related CN100393960C (en) 2002-10-05 2002-10-05 Thin-walled shuttering member for concrete hollow member
CN2006100929085A Expired - Fee Related CN1991094B (en) 2002-10-05 2002-10-05 Thin wall form component for hollowing concrete
CNB2005101292510A Expired - Fee Related CN100390366C (en) 2002-10-05 2002-10-05 Thin-walled shuttering member for concrete hollow member
CNB2006100933199A Expired - Fee Related CN100467768C (en) 2002-10-05 2002-10-05 Thin-walled shuttering member for concrete hollow member
CNB2005101266643A Expired - Fee Related CN100537955C (en) 2002-10-05 2002-10-05 A kind of concrete hollow cavity thin-wall mould-shell member
CNB2005101292525A Expired - Fee Related CN100390367C (en) 2002-10-05 2002-10-05 Thin-walled shuttering member for concrete hollow member
CN 02144144 Ceased CN1263930C (en) 2002-10-05 2002-10-05 Thin-wall form member for hollowing out concrete

Family Applications Before (2)

Application Number Title Priority Date Filing Date
CNB2005101292489A Expired - Fee Related CN100390365C (en) 2002-10-05 2002-10-05 Thin-walled shuttering member for concrete hollow member
CNB2005101266658A Expired - Fee Related CN100467797C (en) 2002-10-05 2002-10-05 Thin-walled shuttering member for concrete hollow member

Family Applications After (7)

Application Number Title Priority Date Filing Date
CNB2005101292506A Expired - Fee Related CN100393960C (en) 2002-10-05 2002-10-05 Thin-walled shuttering member for concrete hollow member
CN2006100929085A Expired - Fee Related CN1991094B (en) 2002-10-05 2002-10-05 Thin wall form component for hollowing concrete
CNB2005101292510A Expired - Fee Related CN100390366C (en) 2002-10-05 2002-10-05 Thin-walled shuttering member for concrete hollow member
CNB2006100933199A Expired - Fee Related CN100467768C (en) 2002-10-05 2002-10-05 Thin-walled shuttering member for concrete hollow member
CNB2005101266643A Expired - Fee Related CN100537955C (en) 2002-10-05 2002-10-05 A kind of concrete hollow cavity thin-wall mould-shell member
CNB2005101292525A Expired - Fee Related CN100390367C (en) 2002-10-05 2002-10-05 Thin-walled shuttering member for concrete hollow member
CN 02144144 Ceased CN1263930C (en) 2002-10-05 2002-10-05 Thin-wall form member for hollowing out concrete

Country Status (1)

Country Link
CN (10) CN100390365C (en)

Families Citing this family (60)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100458075C (en) * 2003-05-06 2009-02-04 邱则有 Cast-in-place steel reinforced concrete holow slab
CN1904263B (en) * 2003-05-20 2012-10-10 湖南邱则有专利战略策划有限公司 Hollow cavity construction unit for concrete
CN100420804C (en) * 2003-05-20 2008-09-24 邱则有 Hollow component for concrete
CN1273700C (en) * 2003-05-26 2006-09-06 邱则有 Cavity component
CN1273699C (en) * 2003-05-26 2006-09-06 邱则有 Cavity component
CN100427694C (en) * 2003-06-02 2008-10-22 邱则有 Cavity component
CN100449076C (en) * 2003-06-26 2009-01-07 邱则有 Hollow member
CN100362182C (en) * 2003-07-11 2008-01-16 邱则有 Open web components for concrete construction
CN100408789C (en) * 2003-07-28 2008-08-06 邱则有 Hollow Member for cast-in-situ concrete forming
CN1304707C (en) * 2003-08-04 2007-03-14 邱则有 Cast-in-place concrete hollow-catity shuttering member
CN101004022B (en) * 2003-08-04 2010-07-28 邱则有 A hollow shuttering component in use for filling in concrete
CN1293270C (en) * 2003-08-04 2007-01-03 邱则有 Cast-in-place concrete hollow cavity shuttering member
CN1304709C (en) * 2003-08-04 2007-03-14 邱则有 Cast-in-place concrete hollow cavity shuttering member
CN100434607C (en) * 2003-08-04 2008-11-19 邱则有 Hollow chamber mold shell member
CN1995588B (en) * 2003-08-04 2010-06-16 邱则有 Hollow-cavity shuttering component for cast-in-situ concrete
CN101037881A (en) * 2003-08-04 2007-09-19 邱则有 Cavity formwork member used for cast-in-situ concrete
CN1304708C (en) * 2003-08-04 2007-03-14 邱则有 Cast-in-place concrete hollow-cavity shuttering member
CN1896409B (en) * 2003-09-15 2010-06-16 邱则有 Cavity moulding-shell construction member
CN1975046A (en) * 2003-09-15 2007-06-06 邱则有 Light form element used for cast-in-place concrete
CN100535318C (en) * 2003-09-15 2009-09-02 邱则有 Light moulding bed component for cast-in-situ concrete
CN1966894B (en) * 2003-09-15 2011-11-16 湖南邱则有专利战略策划有限公司 Light moulding bed component for cast-in-situ concrete
CN1896411B (en) * 2003-09-15 2011-10-05 湖南邱则有专利战略策划有限公司 Cavity moulding-shell construction member
CN100560895C (en) * 2003-09-15 2009-11-18 邱则有 A kind of light carcass mould member for in-situ casting
CN101004049B (en) * 2003-09-26 2011-10-05 湖南邱则有专利战略策划有限公司 A hollow shuttering component
CN1793581B (en) * 2003-10-01 2012-01-18 湖南邱则有专利战略策划有限公司 Mould component
CN100393966C (en) * 2003-10-01 2008-06-11 邱则有 Mould component
CN101240603B (en) * 2003-10-21 2011-05-04 湖南邱则有专利战略策划有限公司 Cast-in-situ concrete hollow slab
CN100414057C (en) * 2003-10-27 2008-08-27 邱则有 Permanent shuttering member
CN101333842B (en) * 2003-10-27 2011-12-21 湖南邱则有专利战略策划有限公司 Permanent formwork element
CN1932188B (en) * 2003-10-27 2010-07-28 邱则有 Permanent form constructional member
CN101333841B (en) * 2003-10-27 2011-10-05 湖南邱则有专利战略策划有限公司 Permanent formwork element
CN101004042B (en) * 2003-11-02 2011-03-02 湖南邱则有专利战略策划有限公司 A lightweight component in use for filling in concrete
CN101004004B (en) * 2003-12-09 2010-06-09 邱则有 A hollow shuttering component in use for filling in concrete
CN1991015B (en) * 2003-12-09 2010-06-09 邱则有 Cavity form component for concrete filling
CN100396872C (en) * 2003-12-15 2008-06-25 邱则有 A shuttering member
CN100356021C (en) * 2003-12-15 2007-12-19 邱则有 A shuttering member
CN100396873C (en) * 2003-12-15 2008-06-25 邱则有 A shuttering member
CN101200942B (en) * 2004-01-06 2010-11-03 邱则有 Combined reinforced bar concrete hollow core floor slab
CN101200946B (en) * 2004-01-06 2011-04-13 湖南邱则有专利战略策划有限公司 Combined reinforced bar concrete hollow core floor slab
CN100449074C (en) * 2004-01-06 2009-01-07 邱则有 Combined reniforced concrete hollow floorslab
CN101200943B (en) * 2004-01-06 2010-12-29 湖南邱则有专利战略策划有限公司 Combined reinforced bar concrete hollow core floor slab
CN101196022B (en) * 2004-01-06 2010-12-29 湖南邱则有专利战略策划有限公司 Combined reinforced concrete hollow floor
CN101200944B (en) * 2004-01-06 2010-10-13 邱则有 Combined reinforced bar concrete hollow core floor slab
CN101255745B (en) * 2004-01-06 2011-12-21 湖南邱则有专利战略策划有限公司 Combined reinforced concrete hollow floor
CN101382001B (en) * 2004-01-06 2012-03-07 湖南邱则有专利战略策划有限公司 Combined reinforced concrete hollow slab
CN100422462C (en) * 2004-06-01 2008-10-01 邱则有 Enclosed case-like formwork
CN100441806C (en) * 2004-06-09 2008-12-10 邱则有 Open shuttering member for concrete filling
CN100406668C (en) * 2004-06-09 2008-07-30 邱则有 Open shutting structural member for concrete filling
CN101311472B (en) * 2004-09-02 2010-06-09 邱则有 Hollow mold for filling cast-in-place concrete
CN100593614C (en) * 2004-09-02 2010-03-10 邱则有 Cast-in-situ concrete filled light stuffing
CN101311473B (en) * 2004-09-02 2011-03-23 湖南邱则有专利战略策划有限公司 Hollow mold for filling cast-in-place concrete
CN101117850B (en) * 2004-09-02 2011-03-16 湖南邱则有专利战略策划有限公司 hollow matrix for cast-in-situ concrete filling
CN101353916A (en) * 2004-09-02 2009-01-28 邱则有 Hollow carcass for filling cast-in-situ concrete
CN101230752B (en) * 2004-09-02 2010-06-02 邱则有 Hollow tyre body for cast-in-situs filling concrete
CN101324137B (en) * 2004-09-02 2011-05-04 湖南邱则有专利战略策划有限公司 Hollow carcass for cast-in-situ concrete filling
CN100593606C (en) * 2005-04-22 2010-03-10 邱则有 Cast-in-place concrete hollow plate
CN1940199B (en) * 2005-08-18 2010-09-01 邱则有 Hollow structural component for filling concrete
CN1978817B (en) * 2005-12-08 2011-03-16 湖南邱则有专利战略策划有限公司 Cast-in-situ concrete hollow slab
CN101135186B (en) * 2006-08-28 2010-12-15 湖南邱则有专利战略策划有限公司 Cast-in-situ concrete hollow slab
CN103899023A (en) * 2012-12-26 2014-07-02 湖南邱则有专利战略策划有限公司 Injection molded base plate

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4468911A (en) * 1982-02-12 1984-09-04 Andrew Daga System for forming structural concrete
SU1475792A1 (en) * 1985-03-18 1989-04-30 П.Н.Тимохин, Э.Д.Подлозный и В.И.Малихтарович Method of producing boards and panels of cedllular concrete
CN2160693Y (en) * 1993-03-20 1994-04-06 于少华 Shuttering member
PT102019B (en) * 1997-06-11 2001-11-30 Ferreira Eduarda Fanha Nunes R BOX OF PLASTIC FOR ALVEOLO OF LAJE FUNGIFORME OF TOTAL INVOLVEMENT
CN2419292Y (en) * 2000-02-23 2001-02-14 梁军 Assembling building floor with low ribs
CN2491519Y (en) * 2001-07-31 2002-05-15 谢孟 Die box
CN1112489C (en) * 2001-11-15 2003-06-25 邱则有 Comobined ribbed cavity member for spatial structure roof
CN1168881C (en) * 2001-11-15 2004-09-29 邱则有 Prefabricated hollow member for roof with space structure and its application
CN1112491C (en) * 2001-11-23 2003-06-25 邱则有 Formwork structural member for steel bar reinforced floor slab in space structure
CN1147653C (en) * 2001-11-23 2004-04-28 邱则有 Mould with cavity structure for casting reinforced concrete floor slab
CN1116485C (en) * 2001-11-23 2003-07-30 邱则有 Floor with space structure
CN1162595C (en) * 2001-11-23 2004-08-18 邱则有 Hollow floor slab with hidden and dense ribs

Also Published As

Publication number Publication date
CN1807795A (en) 2006-07-26
CN100390367C (en) 2008-05-28
CN100390366C (en) 2008-05-28
CN1804296A (en) 2006-07-19
CN1877027A (en) 2006-12-13
CN100390365C (en) 2008-05-28
CN1991094B (en) 2010-05-12
CN1804298A (en) 2006-07-19
CN1804300A (en) 2006-07-19
CN1263930C (en) 2006-07-12
CN1991094A (en) 2007-07-04
CN100393960C (en) 2008-06-11
CN1804299A (en) 2006-07-19
CN1401869A (en) 2003-03-12
CN100467768C (en) 2009-03-11
CN100537955C (en) 2009-09-09
CN100393959C (en) 2008-06-11
CN1807794A (en) 2006-07-26
CN100467797C (en) 2009-03-11

Similar Documents

Publication Publication Date Title
CN1263930C (en) Thin-wall form member for hollowing out concrete
CN1216217C (en) Thin-wall form for filling concrete
CN2536678Y (en) Combined fin and cavity component with space structure for buildings
CN2589554Y (en) Thin-walled formwork for concrete filling
CN2594347Y (en) Thin-wall formwork component for hollow bricks
CN1220816C (en) Hollow reinforced concrete floor board
CN1804295A (en) Thin-walled shuttering member for concrete hollow member
CN1236158C (en) In-situ deposited reinforced concrete floor board
CN1807796A (en) Thin-walled shuttering member for concrete hollow member
CN1804301A (en) Thin-walled shuttering member for concrete hollow member
CN1804302A (en) Thin-walled shuttering member for concrete hollow member
CN1273705C (en) Cavity member
CN100342100C (en) Hollow form component
CN1904248A (en) Mould shell construction unit for on site pouring reinforced concrete storey cover
CN1553028A (en) Cavity component
CN1553027A (en) Cavity component
CN101033631A (en) Cavity component
CN1912290A (en) Hollow component
CN1793550A (en) Hollow component
CN1566565A (en) Cavity member for hollow slab
CN1880689A (en) Cavity member
CN1553023A (en) Cavity component
CN1553026A (en) Cavity component

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee