WO2006060940A1 - Building form net exempt from removal - Google Patents

Building form net exempt from removal Download PDF

Info

Publication number
WO2006060940A1
WO2006060940A1 PCT/CN2005/000596 CN2005000596W WO2006060940A1 WO 2006060940 A1 WO2006060940 A1 WO 2006060940A1 CN 2005000596 W CN2005000596 W CN 2005000596W WO 2006060940 A1 WO2006060940 A1 WO 2006060940A1
Authority
WO
WIPO (PCT)
Prior art keywords
net
riveting
connecting member
straight
stiffening rib
Prior art date
Application number
PCT/CN2005/000596
Other languages
French (fr)
Chinese (zh)
Inventor
Aihua Yang
Original Assignee
Aihua Yang
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 Aihua Yang filed Critical Aihua Yang
Publication of WO2006060940A1 publication Critical patent/WO2006060940A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms

Definitions

  • the invention relates to a building mould net, in particular to a demolition-free building mould net which prevents corrosion of the lacing and improves the thermal insulation effect of the insulating layer.
  • the building formwork is used to prepare concrete walls and can also be used for building exterior walls that incorporate insulation. Background technique
  • An object of the present invention is to solve the above-mentioned deficiencies of the prior art and to provide a demolition-free building formwork which prevents corrosion of straight ribs and improves the heat insulating effect of the heat insulating layer.
  • a detachable building mold net comprising a face-to-face outer splitting net and an inner layer limiting net, the inner and outer limiting nets hingedly connect the two limiting nets together by a hinge joint, characterized in that
  • the hinged connecting member comprises a longitudinally arranged stiffening rib, a horizontally disposed straight rib and a connecting member perpendicular to the straight rib, wherein the stiffening rib is a ⁇ -shaped groove plate, and the bottom surface of the n-shaped groove plate stiffener
  • the split net is fixed, and the two side plates of the slot stiffener are provided with a plurality of opposite through holes; the two ends of the connecting member are provided for wearing?
  • the two ends of the connecting member are disposed between the two side plates of the ⁇ -type groove plate stiffeners, and the hinged joints are formed by the straight through-holes passing through the opposite through holes on the two side plates of the stiffeners and the through holes at the two ends of the connecting member.
  • the demolition-free building mold net characterized in that: the inner and outer crack-limiting nets and the stiffening ribs of the stiffeners Rivet piece is provided; the bottom surface of the stiffening rib is provided with riveting on the crack-limiting net The rivet hole corresponding to the tab; the stiffening rib is sleeved on the riveting piece of the limiting mesh with the riveting hole of the bottom surface thereof, and the stiffening rib is riveted to the inner and outer limiting meshes through the riveting piece.
  • the detachable building mold net is characterized in that: the inner and outer rupture nets and the stiffening ribs are erected with two rivets; the bottom surface of the stiffeners is provided with a crack a riveting hole corresponding to the riveting piece on the net, and two riveting pieces are respectively arranged on two sides of the riveting hole with respect to the outer side of the two riveting pieces on the restriction net; the stiffening rib is sleeved by the riveting hole of the bottom surface thereof On the riveting piece of the limited-grid net, the two riveting pieces erected on the outer side of the stiffening rib riveting hole are respectively riveted with the two riveting pieces on the crack-restricting net, and the stiffening ribs are riveted to the inner and outer crack-limiting nets.
  • the demolition-free building mold net is characterized in that: an outer layer of the two-segment splitting net is provided with an insulating layer between the outer limiting mesh and the hinged connecting member, and the outer layer is inserted through the outer layer through the straight nail insert Limit the mesh, insulation and stiffeners and rive them together.
  • the straight nail has a tapered shape through the stiffener and is firmly engaged with the head.
  • the connecting member is composed of a flat plate or a steel wire, and the connecting member composed of the steel wire has a spiral spring-like bent portion at both ends.
  • the connecting member formed by the flat plate has a straight shape, or both ends of the connecting member have a bent structure in opposite directions or a bent hook in the same direction.
  • the invention solves the problem that the tensile reinforcement of the existing template is corroded by forming a three-dimensional space mold net through the restriction net, the longitudinally set stiffener and the transverse true reinforcement perpendicular to the connecting member. Further, an insulation layer is added between the outer limiting mesh and the stiffener, and a straight nail insert is used to connect the limiting mesh, the thermal insulation layer and the stiffening rib, thereby reducing the thermal conductivity and improving the thermal insulation effect of the thermal insulation layer.
  • Figure 1 is a structural view of a building formwork of the present invention.
  • Fig. 2 is a schematic view showing the construction molding net of the present invention used as an exterior wall molding net having an insulating layer.
  • Figure 3 is a partial enlarged view of Figure 1 showing the hinged relationship of the steel mesh and the hinged connector.
  • Figure 4 is a partial enlarged view of Figure 2 showing the bonding relationship between the steel mesh and the insulating layer and the stiffener.
  • Figure 5 is one of the riveting implementation diagrams of the steel mesh and the stiffener.
  • Figure 6 is the second embodiment of the riveting of the steel mesh and the stiffener.
  • Figure 7 is a structural view of a flat plate connector.
  • Figure 8 is a side view of Figure 7.
  • Figure 9 is another structural view of the connecting member having bent hooks at both ends.
  • Figure 10 is a side view of Figure 9.
  • Figure 11 is a connector made of steel wire.
  • Figure 12 is a plan view of Figure 11.
  • Fig. 13 is another structural view of a connecting member composed of a steel wire.
  • Figure 14 is a plan view of Fig. 13. detailed description
  • Embodiment 1 Referring to Figure 1, there is shown a demolition-free building formwork provided by the present invention, comprising a face-to-face arrangement of two restriction nets 3 which are hingedly connected together by hinged connectors.
  • the hinged joint comprises a stiffener 1 disposed longitudinally, a straight rib 6 disposed transversely, and a joint 2 perpendicular to the straight rib 6.
  • the stiffener 1 is a slot plate, and the slot stiffener 1 is longitudinally disposed between the connecting member 2 and the limiting mesh 3, and the bottom surface 11 of the stiffener 1 is fixed to the limiting mesh 3, the slot
  • the two side plates 12 of the stiffener 1 are provided with a plurality of opposite through holes 13; the two ends of the connecting member 2 are provided with perforations 21; the two ends of the connecting member 2 are disposed on the two side plates 12 of the slot stiffener 1
  • the two restriction nets 3 are spaced apart from each other and can be joined together by a straight rib 6 extending through the opposite through holes 13 on the side plates of the stiffeners and the through holes 21 at both ends of the connecting member.
  • Embodiment 2 and 4 are schematic views showing the construction molding net of the present invention used as an exterior wall molding net having an insulating layer and a partial enlarged view showing the bonding relationship between the steel sheet mesh and the heat insulating layer and the stiffener.
  • a layer of insulation is provided between the outer limit mesh 3 and the stiffener 1 5.
  • the straight nails 4 are riveted together through the outer layer of the splitting net 3, the insulating layer 5 and the stiffening ribs 1.
  • the straight nail insert 4 is driven into the outer crack limiting net 3, the heat insulating layer 5 and the stiffening rib 1 by means of a nail gun nailing method to rive them together (see Fig. 4).
  • the function of the stiffener 1 is to enhance the rigidity of the mold web and to connect the connecting member 2 and the splitting net.
  • the restriction net 3 on the inside of the formwork is also directly joined to the stiffener 1 by riveting.
  • the straight nail 4 has a tapered shape through the stiffener and is firmly engaged with the head.
  • Figure 5 is a riveted embodiment of the ribbed mesh and the stiffener 1 , wherein the ribbed mesh is provided with a rivet 31 on the rib rivet 1; the stiffener 1 The bottom surface 1 1 is provided with a rivet hole 14 corresponding to the rivet piece of the restriction net; the stiffening rib 1 is sleeved on the rivet piece 3 1 of the restriction net 3 by the rivet hole 14 of the bottom surface thereof, and is riveted by the riveting The sheet 3 1 rivets the stiffener 1 to the restriction net 3 .
  • Fig. 6 is a second embodiment of the riveting of the restriction net and the stiffener 1.
  • the ribbed web 31 is erected with the rivet plate 31 at the riveting net 3; the bottom surface 1 1 of the stiffening rib is provided with a rivet hole corresponding to the rivet piece of the crack limiting net.
  • Two riveting tabs 15 are disposed on opposite sides of the two riveting tabs 3 1 on the two sides of the riveting holes 14; the stiffening ribs 1 are sleeved by the riveting holes 14 of the bottom surface thereof.
  • the two rivet pieces 15 erected on the outer side of the stiffening rib rivet hole are respectively riveted with the two rivet pieces 3 1 of the restriction net, and the stiffening rib 1 is riveted to the limit. Split the net 3 on.
  • the connecting member 2 is composed of a flat plate or a steel wire, and the connecting member composed of the steel wire has a coil spring-shaped bending portion 30 at both ends thereof, and as shown in Figs. 7 to 14, both ends are provided with a through hole 21.
  • the connecting member 2 composed of a flat plate is straight (see Figs. 7, 8), or both ends of the connecting member have bent hooks 40 in opposite directions (see Figs. 9, 10), or bending in the same direction Hook (not shown).
  • the structurally improved mold-free mold of the present invention greatly improves the reliability and adaptability of mechanized production, simplifies the production process, and also improves the flatness of the wall after pouring the concrete.
  • the construction sequence in this embodiment is as follows: The factory-made production mold network is transported to the construction site.
  • the foundation construction of the building the installation of the construction mold network—the construction of the steel reinforcement according to the design requirements, and the pouring of the concrete one by one.
  • the mold web is not removed after pouring concrete.

Abstract

The invention concerns a building net formwork exempt from removal. The net formwork includes two anti-crack nets (3) facing each other, which are linked by hinged elements. The hinged elements include reinforcing ribs (1), straight tendons (6) and linking elements (2), wherein the reinforcing ribs (1) are socket plates, the bottom (11) of which are firmly fixed with the anti-crack nets (3), the two side panels (12) of which are configured with a plurality of opposite punches (13); the both ends of the linking elements (2) are also configured with through holes (21) and placed between the two sides of the reinforcing ribs (1), and the straight tendons (6) are arranged to run through the opposite punches(13) and the through holes(21) . The invention settles the perishable problem of shrouding wires in existing formworks, reduces thermal conductivity and improves insulating effect by providing insulating layer (5) arranged between the outside anti-crack net (3) and the reinforcing ribs (1), and utilizing straight nail (4) to connect the anti-crack nets, the insulating layer (5) and the reinforcing ribs (1).

Description

免拆除建筑模网  Demolition of building mould net
技术领域 Technical field
本发明涉及一种建筑模网， 特别是一种防止拉筋腐蚀和改善保温层的 保温效果的免拆除建筑模网。 该建筑模网用于制备混凝土墙体， 也可用于 建筑结合保温层的屋外墙体。 背景技术  The invention relates to a building mould net, in particular to a demolition-free building mould net which prevents corrosion of the lacing and improves the thermal insulation effect of the insulating layer. The building formwork is used to prepare concrete walls and can also be used for building exterior walls that incorporate insulation. Background technique
目前使用的免拆除建筑模网中， 使用的是直筋和 c型加劲肋， 直筋绕 在 C型加劲肋外面， 在浇注混凝土后， 绕在 C型加劲肋外面的直筋不能全 部被混凝土包围， 这部分直筋的防腐蚀问题就比较难解决； 而且在外墙外 保温模网中， V 型肋钢板网、 保温层与加劲肋之间采用自攻螺钉固定还具 有一定的传导热能力， 从而影响了保温层的保温效果。 发明内容  In the current demolition-free building formwork, straight ribs and c-type stiffeners are used. The straight ribs are wrapped around the C-type stiffeners. After the concrete is poured, the straight ribs around the C-type stiffeners cannot be completely covered by concrete. Surrounding, the anti-corrosion problem of this part of the straight rib is more difficult to solve; and in the outer wall outer insulation mold net, the V-ribbed steel mesh, the insulation layer and the stiffener are fixed by self-tapping screws and have a certain heat conduction capability. Thereby affecting the insulation effect of the insulation layer. Summary of the invention
本发明的目的在于解决现有技术的上述不足， 而提供一种防止直筋腐 蚀和改善保温层的保温效果的免拆除建筑模网。  SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned deficiencies of the prior art and to provide a demolition-free building formwork which prevents corrosion of straight ribs and improves the heat insulating effect of the heat insulating layer.
本发明所提供的是由如下技术方案来实现的。  What is provided by the present invention is achieved by the following technical solutions.
一种免拆除建筑模网， 包括面对面设置的外层限裂网和内层限裂网， 该内、 外层限裂网以铰接连接件将两个限裂网铰接连接在一起， 其特征是： 所述的铰接连接件包括纵向设置的加劲肋、 横向设置的直筋和垂直于 直筋的连接件， 其中， 该加劲肋为 π 型槽板， 该 η 型槽板加劲肋的底 面与限裂网固接， 该槽板加劲肋的二侧板上设有多个相对通孔； 该连接件 的两端设有穿？ ύ该连接件的两端设置于 π 型槽板加劲肋的二侧板之间， 并通过直筋贯穿加劲肋二侧板上的相对通孔及连接件两端的穿孔而构成铰 接连接。 A detachable building mold net comprising a face-to-face outer splitting net and an inner layer limiting net, the inner and outer limiting nets hingedly connect the two limiting nets together by a hinge joint, characterized in that The hinged connecting member comprises a longitudinally arranged stiffening rib, a horizontally disposed straight rib and a connecting member perpendicular to the straight rib, wherein the stiffening rib is a π -shaped groove plate, and the bottom surface of the n-shaped groove plate stiffener The split net is fixed, and the two side plates of the slot stiffener are provided with a plurality of opposite through holes; the two ends of the connecting member are provided for wearing? The two ends of the connecting member are disposed between the two side plates of the π -type groove plate stiffeners, and the hinged joints are formed by the straight through-holes passing through the opposite through holes on the two side plates of the stiffeners and the through holes at the two ends of the connecting member.
除上述必要技术特征外， 在具体实施过程中， 还补充如下技术内容： 所述的免拆除建筑模网， 其特征是： 所述的内、 外层限裂网上与所述 的加劲肋铆接处立设有铆接片； 所述的加劲肋的底面设有与限裂网上的铆 接片相对应的铆接孔； 所述的加劲肋以其底面的铆接孔套设于限裂网的铆 接片上， 并通 ¾该铆接片将加劲肋铆固于内、 外层限裂网上。 In addition to the above-mentioned necessary technical features, in the specific implementation process, the following technical content is further added: the demolition-free building mold net, characterized in that: the inner and outer crack-limiting nets and the stiffening ribs of the stiffeners Rivet piece is provided; the bottom surface of the stiffening rib is provided with riveting on the crack-limiting net The rivet hole corresponding to the tab; the stiffening rib is sleeved on the riveting piece of the limiting mesh with the riveting hole of the bottom surface thereof, and the stiffening rib is riveted to the inner and outer limiting meshes through the riveting piece.
所述的免拆除建筑模网， 其特征是： 所述的内、 外层限裂网上与所述 的加劲肋铆接处立设有二铆接片； 所述的加劲肋的底面设有与限裂网上的 铆接片相对应的铆接孔， 并于铆接孔的两侧相对于该限裂网上的二铆接片 的外侧立设有二铆接片； 所述的加劲肋以其底面的铆接孔套设于限裂网的 铆接片上， 使加劲肋铆接孔外侧立设的二铆接片分别与限裂网上的二铆接 片相重叠铆合而将加劲肋铆固于内、 外层限裂网上。  The detachable building mold net is characterized in that: the inner and outer rupture nets and the stiffening ribs are erected with two rivets; the bottom surface of the stiffeners is provided with a crack a riveting hole corresponding to the riveting piece on the net, and two riveting pieces are respectively arranged on two sides of the riveting hole with respect to the outer side of the two riveting pieces on the restriction net; the stiffening rib is sleeved by the riveting hole of the bottom surface thereof On the riveting piece of the limited-grid net, the two riveting pieces erected on the outer side of the stiffening rib riveting hole are respectively riveted with the two riveting pieces on the crack-restricting net, and the stiffening ribs are riveted to the inner and outer crack-limiting nets.
所述的免拆除建筑模网， 其特征是： 所述的二限裂网之一的外层限裂 网与铰接连接件之间设有保温层， 通过直钉插件穿过所述的外层限裂网、 保温层及加劲肋并将它们铆接在一起。  The demolition-free building mold net is characterized in that: an outer layer of the two-segment splitting net is provided with an insulating layer between the outer limiting mesh and the hinged connecting member, and the outer layer is inserted through the outer layer through the straight nail insert Limit the mesh, insulation and stiffeners and rive them together.
所述的直钉为头部呈锥状穿过加劲肋并牢固与之接合。  The straight nail has a tapered shape through the stiffener and is firmly engaged with the head.
所述的连接件由平板或钢丝构成， 该钢丝构成的连接件的两端具有螺 旋弹簧状的弯折段。  The connecting member is composed of a flat plate or a steel wire, and the connecting member composed of the steel wire has a spiral spring-like bent portion at both ends.
所述由平板构成的连接件为平直状， 或该连接件两端具由相反方向的 弯折构或相同方向的弯折钩。  The connecting member formed by the flat plate has a straight shape, or both ends of the connecting member have a bent structure in opposite directions or a bent hook in the same direction.
本发明的优点在于：  The advantages of the invention are:
本发明通过限裂网、 纵向设置的加劲肋以及横向真筋垂直于连接件构 成一个三维空间模网， 解决了现有模板中拉筋易腐蚀的问题。 进一步在外 侧的限裂网与加劲肋之间加设保温层， 并采用直钉插件连接限裂网、 保温 层、 加劲肋， 降低了热传导率， 改善了保温层的保温效果。  The invention solves the problem that the tensile reinforcement of the existing template is corroded by forming a three-dimensional space mold net through the restriction net, the longitudinally set stiffener and the transverse true reinforcement perpendicular to the connecting member. Further, an insulation layer is added between the outer limiting mesh and the stiffener, and a straight nail insert is used to connect the limiting mesh, the thermal insulation layer and the stiffening rib, thereby reducing the thermal conductivity and improving the thermal insulation effect of the thermal insulation layer.
为对本发明的结构特征及其功效有进一步了解， 兹列举具体实施例并 结合附图详细说明如下： 附图说明  In order to further understand the structural features of the present invention and the advantages thereof, the detailed description of the embodiments and the accompanying drawings
图 1是本发明的建筑模网的构造图。  BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is a structural view of a building formwork of the present invention.
图 2是本发明的建筑模网用作具有保温层的外墙建筑模网的示意图。 图 3是图 1 的局部放大图， 显示钢板网与铰接连接件的铰接关系。 图 4是图 2的局部放大图， 显示钢板网与保温层及加劲肋之间的结合 关系。 Fig. 2 is a schematic view showing the construction molding net of the present invention used as an exterior wall molding net having an insulating layer. Figure 3 is a partial enlarged view of Figure 1 showing the hinged relationship of the steel mesh and the hinged connector. Figure 4 is a partial enlarged view of Figure 2 showing the bonding relationship between the steel mesh and the insulating layer and the stiffener.
图 5是钢板网与加劲肋的铆接实施图之一。  Figure 5 is one of the riveting implementation diagrams of the steel mesh and the stiffener.
图 6是钢板网与加劲肋的铆接实施图之二。  Figure 6 is the second embodiment of the riveting of the steel mesh and the stiffener.
图 7是平直状的平板连接件的结构图。  Figure 7 is a structural view of a flat plate connector.
图 8是图 7的侧视图。  Figure 8 is a side view of Figure 7.
图 9是连接件两端具有弯折钩的的另一种结构图。  Figure 9 is another structural view of the connecting member having bent hooks at both ends.
图 10是图 9的侧视图。  Figure 10 is a side view of Figure 9.
图 11是由钢丝构成的连接件。  Figure 11 is a connector made of steel wire.
图 12是图 1 1 的俯视图。  Figure 12 is a plan view of Figure 11.
图 13是由钢丝构成的连接件的另一种结构图。  Fig. 13 is another structural view of a connecting member composed of a steel wire.
图 14是图 .13的俯视图。 具体实施方式  Figure 14 is a plan view of Fig. 13. detailed description
实施例 1， 参见图 1， 图中展示了本发明所提供的免拆除建筑模网， 包 括面对面设置的二限裂网 3， 该二限裂网 3 以铰接连接件将其铰接连接在 一起。 结合图 3 , 所述的铰接连接件包括纵向设置的加劲肋 1、 横向设置的 直筋 6和垂直于直筋 6的连接件 2。 其中： 该加劲肋 1 为槽板， 该槽板加 劲肋 1 纵向设置于连接件 2与限裂网 3 之间， 该槽板加劲肋 1 的底面 11 与限裂网 3 固接， 该槽板加劲肋 1 的二侧板 12上设有多个相对通孔 13 ; 该连接件 2的两端设有穿孔 21 ; 该连接件 2的两端设置于槽板加劲肋 1的 二侧板 12之间， 并通过直筋 6贯穿加劲肋二侧板上的相对通孔 13及连接 件两端的穿孔 21而将两个限裂网 3间隔一定距离地、且可以叠并地连接在 一起。 此结构有效地解决了目前使用的建筑模网加劲肋及直筋不能全部被 混凝土包围而被腐蚀的问题。 所述的限裂网 3为钢板网。  Embodiment 1, Referring to Figure 1, there is shown a demolition-free building formwork provided by the present invention, comprising a face-to-face arrangement of two restriction nets 3 which are hingedly connected together by hinged connectors. In connection with Fig. 3, the hinged joint comprises a stiffener 1 disposed longitudinally, a straight rib 6 disposed transversely, and a joint 2 perpendicular to the straight rib 6. Wherein: the stiffener 1 is a slot plate, and the slot stiffener 1 is longitudinally disposed between the connecting member 2 and the limiting mesh 3, and the bottom surface 11 of the stiffener 1 is fixed to the limiting mesh 3, the slot The two side plates 12 of the stiffener 1 are provided with a plurality of opposite through holes 13; the two ends of the connecting member 2 are provided with perforations 21; the two ends of the connecting member 2 are disposed on the two side plates 12 of the slot stiffener 1 The two restriction nets 3 are spaced apart from each other and can be joined together by a straight rib 6 extending through the opposite through holes 13 on the side plates of the stiffeners and the through holes 21 at both ends of the connecting member. This structure effectively solves the problem that the currently used building formwork stiffeners and straight ribs cannot be completely surrounded by concrete and are corroded. The limited strain net 3 is a steel mesh.
实施例 2， 图 2、 4所示是本发明的建筑模网用作具有保温层的外墙建 筑模网的示意图及显示钢板网与保温层及加劲肋之间的结合关系的局部放 大图。 在本实施例中， 在外层的限度网 3和加劲肋 1之间设有一层保温层 5， 通过直钉 4穿过所述的外层限裂网 3、 保温层 5及加劲肋 1而将它们铆 接在一起。 具体是用射钉枪打钉方法将直钉插件 4 打入外层限裂网 3、 保 温层 5及加劲肋 1而将它们铆接在一起 （见图 4 )。 加劲肋 1 的作用在于增 强模网的刚度及连接连接件 2、 与限裂网。 模网内侧的限裂网 3 还是直接 与加劲肋 1通过铆接结合在一起。 所述的直钉 4为头部呈锥状穿过加劲肋 并牢固与之接合。 Embodiment 2, Figs. 2 and 4 are schematic views showing the construction molding net of the present invention used as an exterior wall molding net having an insulating layer and a partial enlarged view showing the bonding relationship between the steel sheet mesh and the heat insulating layer and the stiffener. In this embodiment, a layer of insulation is provided between the outer limit mesh 3 and the stiffener 1 5. The straight nails 4 are riveted together through the outer layer of the splitting net 3, the insulating layer 5 and the stiffening ribs 1. Specifically, the straight nail insert 4 is driven into the outer crack limiting net 3, the heat insulating layer 5 and the stiffening rib 1 by means of a nail gun nailing method to rive them together (see Fig. 4). The function of the stiffener 1 is to enhance the rigidity of the mold web and to connect the connecting member 2 and the splitting net. The restriction net 3 on the inside of the formwork is also directly joined to the stiffener 1 by riveting. The straight nail 4 has a tapered shape through the stiffener and is firmly engaged with the head.
图 5是限裂网与加劲肋 1 的铆接实施图之一， 其中， 所述的限裂网 3 上与所述的加劲肋 1 铆接处立设有铆接片 31 ; 所述的加劲肋 1 的底面 1 1 设有与限裂网上的铆接片相对应的铆接孔 14 ; 所述的加劲肋 1 以其底面的 铆接孔 14套设于限裂网 3的铆接片 3 1上， 并通过该铆接片 3 1将加劲肋 1 铆固于限裂网 3上。  Figure 5 is a riveted embodiment of the ribbed mesh and the stiffener 1 , wherein the ribbed mesh is provided with a rivet 31 on the rib rivet 1; the stiffener 1 The bottom surface 1 1 is provided with a rivet hole 14 corresponding to the rivet piece of the restriction net; the stiffening rib 1 is sleeved on the rivet piece 3 1 of the restriction net 3 by the rivet hole 14 of the bottom surface thereof, and is riveted by the riveting The sheet 3 1 rivets the stiffener 1 to the restriction net 3 .
图 6是限裂网与加劲肋 1 的铆接实施图之二。 其中， 所述的限裂网 3 上与所述的加劲肋 1 铆接处立设有二铆接片 31 ; 所述的加劲肋的底面 1 1 设有与限裂网上的铆接片相对应的铆接孔 14， 并于铆接孔 14 的两侧相对 于该限裂网 3上的二铆接片 3 1的外侧立设有二铆接片 1 5 ;所述的加劲肋 1 以其底面的铆接孔 14套设于限裂网 3的铆接片 3 1上， 使加劲肋铆接孔外 侧立设的二铆接片 15分别与限裂网上的二铆接片 3 1相重叠铆合， 而将加 劲肋 1铆固于限裂网 3上。  Fig. 6 is a second embodiment of the riveting of the restriction net and the stiffener 1. Wherein, the ribbed web 31 is erected with the rivet plate 31 at the riveting net 3; the bottom surface 1 1 of the stiffening rib is provided with a rivet hole corresponding to the rivet piece of the crack limiting net. 14. Two riveting tabs 15 are disposed on opposite sides of the two riveting tabs 3 1 on the two sides of the riveting holes 14; the stiffening ribs 1 are sleeved by the riveting holes 14 of the bottom surface thereof. On the rivet piece 3 1 of the restriction net 3, the two rivet pieces 15 erected on the outer side of the stiffening rib rivet hole are respectively riveted with the two rivet pieces 3 1 of the restriction net, and the stiffening rib 1 is riveted to the limit. Split the net 3 on.
• 所述的连接件 2 由平板或钢丝构成， 该钢丝构成的连接件的两端具有 螺旋弹簧状的弯折段 30， 如图 7〜14所示， 其两端均设有穿孔 21。 所述由 平板构成的连接件 2 为平直状 （参见图 7、 8 ) , 或该连接件的两端具有相 反方向的弯折钩 40 (参见图 9、 10 ) , 或相同方向的弯折钩 （图中未绘出）。  • The connecting member 2 is composed of a flat plate or a steel wire, and the connecting member composed of the steel wire has a coil spring-shaped bending portion 30 at both ends thereof, and as shown in Figs. 7 to 14, both ends are provided with a through hole 21. The connecting member 2 composed of a flat plate is straight (see Figs. 7, 8), or both ends of the connecting member have bent hooks 40 in opposite directions (see Figs. 9, 10), or bending in the same direction Hook (not shown).
总之， 本发明免拆除建筑模网通过结构上的改进， 大大地提高了机械 化生产的可靠性和适应性， 简化了生产工艺流程， 同时也提高了浇注混凝 土后墙体的平整度。  In summary, the structurally improved mold-free mold of the present invention greatly improves the reliability and adaptability of mechanized production, simplifies the production process, and also improves the flatness of the wall after pouring the concrete.
本实施实例中的施工顺序为： 工厂化生产的建筑模网运至工地一一建 筑物基础施工——安装建筑模网一一按设计要求绑扎钢筋一一浇注混凝土 一一养护。 浇注混凝土后模网不再拆除。 以上所述仅是本发明具体实施例， 凡是熟悉此项技艺人士极易据此而 做出各种修饰或变更， 因此， 凡种种不脱离本发明权利要求精神所作的等 效替换， 均应包括于本专利保护范围中。 The construction sequence in this embodiment is as follows: The factory-made production mold network is transported to the construction site. The foundation construction of the building—the installation of the construction mold network—the construction of the steel reinforcement according to the design requirements, and the pouring of the concrete one by one. The mold web is not removed after pouring concrete. The above is only a specific embodiment of the present invention, and those skilled in the art can easily make various modifications or changes thereto. Therefore, all equivalents that do not depart from the spirit of the claims of the present invention should be included. Within the scope of this patent protection.

Claims

权 利 要 求 Rights request
1、 一种免拆除建筑模网， 包括面对面设置的二限裂网， 该二限裂网 以铰接连接件将两个限裂网铰接连接在一起， 其特征是：  A demolition-free building formwork comprising a two-faceted split net disposed face to face, the two limit split nets hingedly connecting the two restriction nets together by a hinged joint, the characteristic being:
所述的铰接连接件包括纵向设置的加劲肋、 横向设置的直筋和垂直于 直筋的连接件， 其中， 该加劲肋为槽板， 该槽板加劲肋的底面与限裂网固 接， 该槽板加劲肋的二侧板上设有多个相对通孔； 该连接件的两端设有穿 孔； 该连接件的两端设置于槽板加劲肋的二侧板之间， 并通过直筋贯穿加 劲肋二侧板上的相对通孔及连接件两端的穿孔而构成铰接连接。  The hinged connecting member comprises a longitudinally disposed stiffening rib, a horizontally disposed straight rib and a connecting member perpendicular to the straight rib, wherein the stiffening rib is a slot plate, and a bottom surface of the slot stiffener is fixed to the limiting mesh, The two side plates of the slot stiffener are provided with a plurality of opposite through holes; the two ends of the connecting member are provided with perforations; the two ends of the connecting member are disposed between the two side plates of the stiffeners of the slot plate, and are straight The ribs penetrate the opposite through holes on the side plates of the stiffeners and the perforations at the ends of the connecting members to form an articulated connection.
2、 根据权利要求 1所述的免拆除建筑模网， 其特征是： 所述的限裂网 上与所述的加 ¾肋铆接处立设有铆接片； 所述的加劲肋的底面设有与限裂 网上的铆接片相对应的铆接孔； 所述加劲肋以其底面的铆接孔套设于限裂 网上的铆接片上， 并通过该铆接片将加劲肋铆固于限裂网上。  2. The tamper-free building formwork net according to claim 1, wherein: said ribbed web and said ribbed rivet are provided with rivets; said bottom surface of said stiffener is provided with The riveting hole corresponding to the riveting piece on the crack-restricting net; the stiffening rib is sleeved on the riveting piece of the crack-restricting net by the riveting hole of the bottom surface thereof, and the stiffening rib is riveted to the limiting cracking net through the riveting piece.
3、 根据权利要求 1所述的免拆除建筑模网， 其特征是： 所述的限裂网 上与所述的加劲肋铆接处立设有二铆接片； 所述的加劲肋的底面设有与限 裂网上的铆接片相对应的铆接孔， 并于铆接孔的两侧相对于该限裂网上的 二铆接片的外侧立设有二铆接片； 所述的加劲肋以其底面的铆接孔套设于 限裂网的铆接片上， 使加劲肋铆接孔外侧立设的二铆接片分别与限裂网上 的二铆接片重叠铆合而将加劲肋铆固于限裂网上。  3. The detachable building formwork net according to claim 1, wherein: said ribbed web and said stiffening rib are erected with two rivets; said bottom surface of said stiffener is provided with a riveting hole corresponding to the riveting piece on the crack-restricting net, and two riveting pieces are respectively arranged on two sides of the riveting hole with respect to the outer side of the two riveting pieces on the limiting mesh; the stiffening rib is a riveting hole sleeve of the bottom surface thereof The two riveting tabs which are arranged on the outer side of the stiffening rib riveting hole are respectively riveted with the two riveting tabs on the limiting cracking net to rive the stiffening ribs on the limiting cracking net.
4、 根据权利要求 1所述的免拆除建筑模网， 其特征是： 所述的二限裂 网之一的外层限裂网与铰接连接件之间设有保温层， 通过直钉穿过所述的 外层限裂网、 保温层及加劲肋并将它们铆接在一起。  The construction-free mold net according to claim 1, wherein: an outer layer of the two-limiting split net and the hinged connecting member are provided with an insulating layer, which is passed through a straight nail. The outer layer of the splitting mesh, the insulating layer and the stiffeners are riveted together.
5、 根据权利要求 4所述的免拆除建筑模网， 其特征是： 所述的直钉为 头部呈锥状穿过加劲肋并牢固与之接合。  5. The construction-free mold web according to claim 4, wherein: the straight nail has a tapered shape through the stiffening rib and is firmly engaged therewith.
6、 根据权利要求 1所述的免拆除建筑模网， 其特征是： 所述连接件由 平板或钢丝构成， 该钢丝构成的连接件的两端具有螺旋弹簧状的弯折段。  The construction-free mold net according to claim 1, wherein the connecting member is composed of a flat plate or a steel wire, and the connecting member formed by the steel wire has a coil spring-shaped bent portion at both ends.
7、 根据权利要求 1或 6所述的免拆除建筑模网， 其特征是： 所述由平 板构成的连接件为平直状或该连接件的两端具有相反方向的弯折钩或相同 方向的弯折钩。  The construction-free mold net according to claim 1 or 6, wherein: the connecting member formed by the flat plate is straight or the two ends of the connecting member have opposite hooks or the same direction The bent hook.
8、 根据权利要求 1所述的免拆除建筑模网， 其特征是： 所述的限裂网 为钢板网。  8. The construction-free formwork net according to claim 1, wherein: said strain limiting mesh is a steel mesh.
PCT/CN2005/000596 2004-12-08 2005-04-29 Building form net exempt from removal WO2006060940A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN200420116385.X 2004-12-08
CN200420116385 2004-12-08

Publications (1)

Publication Number Publication Date
WO2006060940A1 true WO2006060940A1 (en) 2006-06-15

Family

ID=36577651

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2005/000596 WO2006060940A1 (en) 2004-12-08 2005-04-29 Building form net exempt from removal

Country Status (1)

Country Link
WO (1) WO2006060940A1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100417776C (en) * 2006-07-04 2008-09-10 朱秦江 Integrally-cast mould-detachment-free concrete structure system and construction method thereof
CN100417775C (en) * 2006-07-04 2008-09-10 朱秦江 Integral mould-detachment-free casting system for concrete structure and construction method thereof
CN103850362A (en) * 2014-01-15 2014-06-11 湖北天泉新型建筑材料有限公司 GHB (Glazed Hollow Bead) heat preservation and heat insulation building wall body and construction technology
CN107355030A (en) * 2017-09-12 2017-11-17 吴建辉 A kind of exterior wall with modified polyphenyl particle concrete placings
CN107435401A (en) * 2017-09-12 2017-12-05 徐焱 A kind of structure outer filled with modified polyphenyl particle concrete
CN107435398A (en) * 2017-09-12 2017-12-05 徐焱 A kind of partition wall with modified polyphenyl particle concrete placings

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4341856A1 (en) * 1993-12-08 1995-10-26 Schwoerer Haus Gmbh & Co Tied shell mould as prefabricated building component
JPH09165851A (en) * 1995-12-19 1997-06-24 Takeo Okada Form panel location structure and location method
CN2658251Y (en) * 2003-11-03 2004-11-24 杨爱华 Building form net without removing
CN1580435A (en) * 2003-08-14 2005-02-16 合肥泰豪贸易有限责任公司 Dismantle-free shuttering for concrete wall

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4341856A1 (en) * 1993-12-08 1995-10-26 Schwoerer Haus Gmbh & Co Tied shell mould as prefabricated building component
JPH09165851A (en) * 1995-12-19 1997-06-24 Takeo Okada Form panel location structure and location method
CN1580435A (en) * 2003-08-14 2005-02-16 合肥泰豪贸易有限责任公司 Dismantle-free shuttering for concrete wall
CN2658251Y (en) * 2003-11-03 2004-11-24 杨爱华 Building form net without removing

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100417776C (en) * 2006-07-04 2008-09-10 朱秦江 Integrally-cast mould-detachment-free concrete structure system and construction method thereof
CN100417775C (en) * 2006-07-04 2008-09-10 朱秦江 Integral mould-detachment-free casting system for concrete structure and construction method thereof
CN103850362A (en) * 2014-01-15 2014-06-11 湖北天泉新型建筑材料有限公司 GHB (Glazed Hollow Bead) heat preservation and heat insulation building wall body and construction technology
CN107355030A (en) * 2017-09-12 2017-11-17 吴建辉 A kind of exterior wall with modified polyphenyl particle concrete placings
CN107435401A (en) * 2017-09-12 2017-12-05 徐焱 A kind of structure outer filled with modified polyphenyl particle concrete
CN107435398A (en) * 2017-09-12 2017-12-05 徐焱 A kind of partition wall with modified polyphenyl particle concrete placings

Similar Documents

Publication Publication Date Title
WO2006060940A1 (en) Building form net exempt from removal
KR101182536B1 (en) Prefabricated double wall precast concrete pannel having surface material, reinforcing rod according to the purpose
CN108532751B (en) Assembled concrete beam column joint and construction method
CN216787632U (en) L-shaped precast concrete component and building structure
CN110725455A (en) Transverse connection method for assembled composite floor slabs
JP7085382B2 (en) Dry floor structure and its construction method
CN113293890A (en) Steel plate yield energy consumption-based dry-type connecting piece and construction method
WO2022134844A1 (en) Prefabricated wall structure and connecting method therefor
CN108643443B (en) Assembly type wallboard and assembly and disassembly method thereof in assembly type light steel building
CN2739286Y (en) Dismantle-free building shuttering
CN108252405A (en) A kind of prefabricated steel reinforced concrete cavity shear wall assembled architecture and its method of construction
CN215253661U (en) Old wall structure with heat preservation layer
KR20090124721A (en) An assembling structure of building frame and construction method thereof
CN210395834U (en) Prefabricated structure wall and integrated prefabricated heat preservation side fascia
GB2434186A (en) Structural connection having a thermal break
CN220167478U (en) Shaping die for electric box construction
KR200423643Y1 (en) Connection structure of i-slab using plate
KR101685290B1 (en) Wall deck panel for construction
CN110761399A (en) Vertical splicing structure of prefabricated wall board and assembling method thereof
KR100703545B1 (en) Expansion joint
CN216239249U (en) Laminated slab convenient to connect
CN220377825U (en) Axillary angle template assembly
CN216616479U (en) Assembly type steel bar truss floor bearing plate free of form removal
CN210976149U (en) Sandwich heat-preservation superposed shear wall heat-preservation connecting piece
CN219621934U (en) Template dismantling-free heat insulation prefabricated balcony slab

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A1

Designated state(s): AE AG AL AM AT AU AZ BA BB BG BR BW BY BZ CA CH CN CO CR CU CZ DE DK DM DZ EC EE EG ES FI GB GD GE GH GM HR HU ID IL IN IS JP KE KG KM KP KR KZ LC LK LR LS LT LU LV MA MD MG MK MN MW MX MZ NA NI NO NZ OM PG PH PL PT RO RU SC SD SE SG SK SL SM SY TJ TM TN TR TT TZ UA UG US UZ VC VN YU ZA ZM ZW

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): BW GH GM KE LS MW MZ NA SD SL SZ TZ UG ZM ZW AM AZ BY KG KZ MD RU TJ TM AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LT LU MC NL PL PT RO SE SI SK TR BF BJ CF CG CI CM GA GN GQ GW ML MR NE SN TD TG

121 Ep: the epo has been informed by wipo that ep was designated in this application
NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 05752312

Country of ref document: EP

Kind code of ref document: A1