CN205475854U - Roof beam wall composite external wall component - Google Patents

Roof beam wall composite external wall component Download PDF

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Publication number
CN205475854U
CN205475854U CN201620262999.1U CN201620262999U CN205475854U CN 205475854 U CN205475854 U CN 205475854U CN 201620262999 U CN201620262999 U CN 201620262999U CN 205475854 U CN205475854 U CN 205475854U
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wall
filling layer
inner leaf
leaf wall
light filling
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张波
张树辉
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/64Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

一种梁墙复合外墙构件,包括横梁,横梁底部一侧设置内叶墙,内叶墙与横梁制成一体,内叶墙中部设置凹槽,内叶墙和横梁另一侧设置轻质填充层,轻质填充层覆盖横梁和内叶墙并充满凹槽,轻质填充层远离横梁和内叶墙的一侧设置外叶墙,内叶墙、轻质填充层和外叶墙之间通过夹心复合墙板连接件连接,横梁顶面设置若干箍筋,箍筋下部预埋至横梁内部,横梁内设置至少2根横筋。它有利于简化施工工序,降低施工难度,缩短施工周期,大幅提升施工效率,施工时不需在建筑外部进行高空作业,有利于消除建筑施工中的安全隐患,可以省去内叶墙2外侧的混凝土部分,厚度与现有建筑外墙厚度相比可有效减少,有利于降低建筑构件自身重量及制作成本。

A beam-wall composite exterior wall component, including a beam, an inner leaf wall is arranged on one side of the bottom of the beam, the inner leaf wall is integrated with the beam, a groove is arranged in the middle of the inner leaf wall, and light filling is arranged on the other side of the inner leaf wall and the beam The light filling layer covers the beams and inner leaf walls and is filled with grooves. The outer leaf wall is set on the side of the light filling layer away from the beams and inner leaf walls, and the inner leaf wall, the light filling layer and the outer leaf wall pass through Sandwich composite wall panels are connected by connectors, several stirrups are arranged on the top surface of the beam, the lower part of the stirrup is pre-buried inside the beam, and at least 2 cross bars are set inside the beam. It is conducive to simplifying the construction process, reducing the difficulty of construction, shortening the construction period, and greatly improving the construction efficiency. During construction, it is not necessary to carry out high-altitude operations outside the building, which is conducive to eliminating potential safety hazards during construction. The thickness of the concrete part can be effectively reduced compared with the thickness of the existing building exterior wall, which is beneficial to reduce the weight of the building component itself and the production cost.

Description

一种梁墙复合外墙构件A beam-wall composite exterior wall component

技术领域 technical field

本实用新型涉及一种装配式建筑中使用的构件,具体地说是一种梁墙复合外墙构件。 The utility model relates to a component used in an assembled building, in particular to a beam-wall composite outer wall component.

背景技术 Background technique

在现有装配式建筑物的外墙施工过程中,横梁与墙体分别制成独立的建筑构件,在施工现场装配后构成建筑外墙,然后在横梁和墙体外侧铺贴外墙保温材料和装饰层,这种施工方法工序较多,效率较低,并且需在建筑外部进行高空作业,存在较大的安全隐患,建筑外墙铺贴外墙保温材料和装饰层后其自身厚度较厚,成本较高且不利于有效利用空间。另外,墙体构件自身重量较低但面积较大,因此强度有限,运输和吊装过程中容易损坏。 In the construction process of the exterior wall of the existing prefabricated building, the beam and the wall are made into independent building components, which are assembled on the construction site to form the exterior wall of the building, and then the exterior wall insulation material and Decorative layer, this construction method has many procedures and low efficiency, and requires high-altitude operations outside the building, which has great potential safety hazards. After the external wall insulation material and decorative layer are laid on the external wall of the building, its own thickness is relatively thick. The cost is high and it is not conducive to efficient use of space. In addition, the wall components have low weight but large area, so their strength is limited and they are easily damaged during transportation and hoisting.

实用新型内容 Utility model content

本实用新型的目的是提供一种梁墙复合外墙构件,它能够解决现有技术存在的不足。 The purpose of the utility model is to provide a beam-wall composite exterior wall component, which can solve the deficiencies in the prior art.

本实用新型为实现上述目的,通过以下技术方案实现:包括横梁,横梁底部一侧设置内叶墙,内叶墙与横梁制成一体,内叶墙中部设置凹槽,内叶墙和横梁另一侧设置轻质填充层,轻质填充层覆盖横梁和内叶墙并充满凹槽,轻质填充层远离横梁和内叶墙的一侧设置外叶墙,内叶墙、轻质填充层和外叶墙之间通过夹心复合墙板连接件连接,横梁顶面设置若干箍筋,箍筋下部预埋至横梁内部,横梁内设置至少2根横筋,横筋与各箍筋内侧底部连接,横筋两端均从横梁两端穿出,横筋的两端均设置折边。轻质填充层顶端高度高于箍筋顶端高度。外叶墙顶部靠近轻质填充层一侧设置横向凸筋,轻质填充层顶部靠近外叶墙一侧设置横槽,横槽与横向凸筋相互配合。外叶墙顶端远离轻质填充层一侧设置通槽,外叶墙底端远离轻质填充层一侧设置凸沿。 In order to achieve the above object, the utility model is realized through the following technical solutions: it includes a beam, an inner leaf wall is arranged on one side of the bottom of the beam, the inner leaf wall is integrated with the beam, a groove is arranged in the middle of the inner leaf wall, and the other side of the inner leaf wall and the beam The light filling layer is set on the side, the light filling layer covers the beam and the inner leaf wall and is filled with grooves, the side of the light filling layer away from the beam and the inner leaf wall is set on the outer leaf wall, the inner leaf wall, the light filling layer and the outer leaf wall The leaf walls are connected by sandwich composite wall panel connectors. A number of stirrups are arranged on the top of the beam. The lower part of the stirrup is pre-buried inside the beam. At least 2 transverse bars are arranged in the beam. The transverse bars are connected to the inner bottom of each stirrup. They all pass through the two ends of the cross beam, and the two ends of the cross bar are all provided with folded edges. The top height of the lightweight fill layer is higher than the top height of the stirrups. The top of the outer leaf wall is provided with transverse ribs on the side close to the lightweight filling layer, and the top of the lightweight filling layer is provided with transverse grooves on the side close to the outer leaf wall, and the transverse grooves cooperate with the transverse ribs. A through groove is provided at the top of the outer leaf wall away from the light filling layer, and a convex edge is provided at the bottom of the outer leaf wall away from the light filling layer.

本实用新型的优点在于:横梁和建筑外墙墙体预制为一体式建筑构件,施工时不需处理梁与墙体之间的接缝,有利于简化施工工序,降低施工难度,缩短施工周期,大幅提升施工效率,施工时不需在建筑外部进行高空作业,有利于消除建筑施工中的安全隐患,可以省去内叶墙2外侧的混凝土部分,厚度与现有建筑外墙厚度相比可有效减少,有利于降低建筑构件自身重量及制作成本、提升建筑内部的空间利用率。 The utility model has the advantages that: the beam and the building exterior wall are prefabricated as an integrated building component, and the joint between the beam and the wall does not need to be processed during construction, which is beneficial to simplify the construction process, reduce the construction difficulty, and shorten the construction period. Significantly improve the construction efficiency, do not need to carry out high-altitude operations outside the building during construction, which is conducive to eliminating potential safety hazards in building construction, and can save the concrete part on the outside of the inner leaf wall 2, and the thickness can be effectively compared with the thickness of the existing building exterior wall The reduction is conducive to reducing the weight of building components and production costs, and improving the space utilization rate inside the building.

附图说明 Description of drawings

图1是本实用新型结构示意图; Fig. 1 is a structural representation of the utility model;

图2是图1中A-A剖视结构示意图; Fig. 2 is a schematic diagram of the cross-sectional structure of A-A in Fig. 1;

图3是图1中B-B剖视结构示意图; Fig. 3 is a schematic diagram of a cross-sectional structure of B-B in Fig. 1;

图4是图2中C部放大结构示意图; Fig. 4 is a schematic diagram of the enlarged structure of part C in Fig. 2;

图5是图2中D部放大结构示意图。 FIG. 5 is a schematic diagram of an enlarged structure of part D in FIG. 2 .

具体实施方式 detailed description

本实用新型所述的一种梁墙复合外墙构件包括横梁1,横梁1底部一侧设置内叶墙2,内叶墙2与横梁1制成一体,内叶墙2中部设置凹槽3,内叶墙2和横梁1另一侧设置轻质填充层4,轻质填充层4覆盖横梁1和内叶墙2并充满凹槽3,轻质填充层4远离横梁1和内叶墙2的一侧设置外叶墙5,内叶墙2、轻质填充层4和外叶墙5之间通过夹心复合墙板连接件连接,横梁1顶面设置若干箍筋6,箍筋6下部预埋至横梁1内部,横梁1内设置至少2根横筋7,横筋7与各箍筋6内侧底部连接,横筋7两端均从横梁1两端穿出,横筋7的两端均设置折边8。所述夹心复合墙板连接件两端预埋在外叶墙5和内叶墙2内,中部穿过轻质填充层4,在外叶墙5、轻质填充层4和内叶墙2之间起连接作用。本实用新型将横梁1和建筑外墙墙体预制为一体式建筑构件,施工时不需处理梁与墙体之间的接缝,整体一块构件一次吊装即可完成一面墙的施工,有利于简化施工工序,降低施工难度,缩短施工周期,大幅提升施工效率。本实用新型的轻质填充层4即用于减轻墙体自身重量,又能够实现墙体和横梁位置的隔热保温,与现有的先安装预制隔墙、再从墙体外部铺设保温材料的施工方式相比,有利于进一步减少施工工序,提升施工效率,施工时不需在建筑外部进行高空作业,有利于消除建筑施工中的安全隐患,另外,由于内叶墙2的凹槽3内的轻质填充材料与内叶墙2和横梁1外侧的轻质填充材料相连,可以省去内叶墙2外侧的混凝土部分,因此本实用新型的厚度与现有建筑外墙厚度相比可有效减少,有利于降低建筑构件自身重量及制作成本、提升建筑内部的空间利用率。横梁1与墙体连为一体,能够增强构件自身的整体强度,使构件本身在运输和吊装过程中不易受损。箍筋6下部预埋至横梁1内部,箍筋6上部外露可与后期浇注的混凝土连接,横筋7两端穿出横梁的部分可与两侧的建筑墙体结构连接,横筋7两端的折边8能够提升与两侧混凝土的连接强度。 A beam-wall composite exterior wall member described in the utility model includes a beam 1, an inner leaf wall 2 is arranged on one side of the bottom of the beam 1, the inner leaf wall 2 is integrated with the beam 1, and a groove 3 is arranged in the middle of the inner leaf wall 2, The other side of the inner leaf wall 2 and the beam 1 is provided with a light filling layer 4, the light filling layer 4 covers the beam 1 and the inner leaf wall 2 and fills the groove 3, and the light filling layer 4 is far away from the beam 1 and the inner leaf wall 2 The outer leaf wall 5 is arranged on one side, and the inner leaf wall 2, the lightweight filling layer 4 and the outer leaf wall 5 are connected by sandwich composite wall panel connectors, and a number of stirrups 6 are arranged on the top surface of the beam 1, and the lower part of the stirrup 6 is pre-embedded To the inside of the crossbeam 1, at least two cross bars 7 are arranged in the cross beam 1, and the cross bar 7 is connected to the inner bottom of each stirrup 6. Both ends of the cross bar 7 pass through the two ends of the cross beam 1, and both ends of the cross bar 7 are provided. The two ends of the sandwich composite wall panel connector are pre-buried in the outer leaf wall 5 and the inner leaf wall 2, and the middle part passes through the light filling layer 4, and starts between the outer leaf wall 5, the light filling layer 4 and the inner leaf wall 2. connection role. The utility model prefabricates the beam 1 and the exterior wall of the building as an integrated building component, and does not need to deal with the joint between the beam and the wall during construction, and the construction of one wall can be completed by hoisting one piece of the whole component, which is beneficial to simplify The construction process reduces the construction difficulty, shortens the construction period, and greatly improves the construction efficiency. The lightweight filling layer 4 of the utility model is used to reduce the weight of the wall itself, and can also realize the heat insulation and heat preservation of the wall and the beam position, which is different from the existing method of first installing a prefabricated partition wall and then laying thermal insulation materials from the outside of the wall. Compared with the construction method, it is beneficial to further reduce the construction process and improve the construction efficiency. During construction, it is not necessary to carry out high-altitude operations outside the building, which is conducive to eliminating potential safety hazards during construction. In addition, because the grooves in the groove 3 of the inner leaf wall 2 The lightweight filling material is connected with the lightweight filling material on the outside of the inner leaf wall 2 and the beam 1, which can save the concrete part on the outer side of the inner leaf wall 2, so the thickness of the utility model can be effectively reduced compared with the thickness of the existing building exterior wall , which is conducive to reducing the weight of building components and production costs, and improving the space utilization rate inside the building. The beam 1 is integrated with the wall body, which can enhance the overall strength of the component itself and make the component itself less likely to be damaged during transportation and hoisting. The lower part of the stirrup 6 is pre-buried inside the crossbeam 1, the upper part of the stirrup 6 is exposed and can be connected with the concrete poured later, the part of the crossbeam at both ends of the crossbar 7 can be connected with the building wall structure on both sides, and the flanges at both ends of the crossbar 7 8 It can improve the connection strength with the concrete on both sides.

本实用新型为便于在横梁1顶部浇注混凝土后,浇注的混凝土部分能够被轻质填充层4覆盖,可在采用下述结构:轻质填充层4顶端高度高于箍筋6顶端高度。 The utility model can adopt the following structure after pouring concrete at the top of the crossbeam 1 for convenience, and the poured concrete part can be covered by the light filling layer 4: the height of the top of the light filling layer 4 is higher than that of the top of the stirrup 6.

本实用新型为提升外叶墙5与轻质填充层4之间的连接强度,可在外叶墙5顶部靠近轻质填充层4一侧设置横向凸筋9,轻质填充层4顶部靠近外叶墙5一侧设置横槽10,横槽10与横向凸筋9相互配合。该结构能够使外叶墙5与轻质填充层4形成竖直方向上的搭接,消除外叶墙5与轻质填充层4之间的剪切力,对夹心复合墙板连接件起到保护作用,避免因夹心复合墙板连接件损坏而导致外叶墙5意外脱落。 In order to improve the connection strength between the outer leaf wall 5 and the light filling layer 4, the utility model can set a transverse rib 9 on the top of the outer leaf wall 5 close to the light filling layer 4, and the top of the light filling layer 4 is close to the outer leaf. A transverse groove 10 is arranged on one side of the wall 5, and the transverse groove 10 cooperates with the transverse rib 9. This structure can make the outer leaf wall 5 and the lightweight filling layer 4 form a vertical overlap, eliminate the shear force between the outer leaf wall 5 and the light filling layer 4, and play a role in the connection of the sandwich composite wall panel. Protective function, to avoid the accidental falling off of the outer leaf wall 5 due to the damage of the sandwich composite wall panel connector.

Claims (4)

1.一种梁墙复合外墙构件,其特征在于:包括横梁(1),横梁(1)底部一侧设置内叶墙(2),内叶墙(2)与横梁(1)制成一体,内叶墙(2)中部设置凹槽(3),内叶墙(2)和横梁(1)另一侧设置轻质填充层(4),轻质填充层(4)覆盖横梁(1)和内叶墙(2)并充满凹槽(3),轻质填充层(4)远离横梁(1)和内叶墙(2)的一侧设置外叶墙(5),内叶墙(2)、轻质填充层(4)和外叶墙(5)之间通过夹心复合墙板连接件连接,横梁(1)顶面设置若干箍筋(6),箍筋(6)下部预埋至横梁(1)内部,横梁(1)内设置至少2根横筋(7),横筋(7)与各箍筋(6)内侧底部连接,横筋(7)两端均从横梁(1)两端穿出,横筋(7)的两端均设置折边(8)。 1. A beam-wall composite exterior wall component, characterized in that it includes a beam (1), an inner leaf wall (2) is arranged on the bottom side of the beam (1), and the inner leaf wall (2) is integrated with the beam (1) , a groove (3) is set in the middle of the inner leaf wall (2), and a light filling layer (4) is set on the other side of the inner leaf wall (2) and the beam (1), and the light filling layer (4) covers the beam (1) and the inner leaf wall (2) and filled with grooves (3), the light filling layer (4) is provided with the outer leaf wall (5) on the side away from the beam (1) and the inner leaf wall (2), and the inner leaf wall (2 ), the lightweight filling layer (4) and the outer leaf wall (5) are connected by sandwich composite wall panel connectors, and several stirrups (6) are arranged on the top surface of the beam (1), and the lower part of the stirrups (6) is pre-buried to Inside the crossbeam (1), at least two cross bars (7) are arranged inside the cross beam (1), the cross bars (7) are connected to the inner bottom of each stirrup (6), and both ends of the cross bar (7) pass through the two ends of the cross beam (1) Folding (8) is provided at both ends of the transverse rib (7). 2.根据权利要求1所述的一种梁墙复合外墙构件,其特征在于:轻质填充层(4)顶端高度高于箍筋(6)顶端高度。 2. A beam-wall composite exterior wall member according to claim 1, characterized in that the height of the top of the lightweight filling layer (4) is higher than that of the top of the stirrup (6). 3.根据权利要求1所述的一种梁墙复合外墙构件,其特征在于:外叶墙(5)顶部靠近轻质填充层(4)一侧设置横向凸筋(9),轻质填充层(4)顶部靠近外叶墙(5)一侧设置横槽(10),横槽(10)与横向凸筋(9)相互配合。 3. A beam-wall composite exterior wall component according to claim 1, characterized in that: the top of the outer leaf wall (5) is provided with transverse ribs (9) on the side close to the light-weight filling layer (4), and the light-weight filling layer A transverse groove (10) is arranged on the top of the layer (4) close to the outer leaf wall (5), and the transverse groove (10) cooperates with the transverse convex rib (9). 4.根据权利要求1所述的一种梁墙复合外墙构件,其特征在于:外叶墙(5)顶端远离轻质填充层(4)一侧设置通槽(11),外叶墙(5)底端远离轻质填充层(4)一侧设置凸沿(12)。 4. A beam-wall composite exterior wall member according to claim 1, characterized in that: the top of the outer leaf wall (5) is provided with a through groove (11) on the side away from the light filling layer (4), and the outer leaf wall ( 5) A convex edge (12) is provided on the side away from the light filling layer (4) at the bottom.
CN201620262999.1U 2015-04-02 2016-03-31 Roof beam wall composite external wall component Expired - Lifetime CN205475854U (en)

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CN201510153758 2015-04-02
CN2015101537583 2015-04-02

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CN201610197638.8A Pending CN105756238A (en) 2015-04-02 2016-03-31 Beam-wall composite component
CN201620262999.1U Expired - Lifetime CN205475854U (en) 2015-04-02 2016-03-31 Roof beam wall composite external wall component
CN201610197640.5A Active CN105756233B (en) 2015-04-02 2016-03-31 A kind of beam wall composite exterior wall component
CN201620262998.7U Expired - Lifetime CN205475863U (en) 2015-04-02 2016-03-31 Roof beam wall composite member

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CN201620262998.7U Expired - Lifetime CN205475863U (en) 2015-04-02 2016-03-31 Roof beam wall composite member

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756233A (en) * 2015-04-02 2016-07-13 张波 Beam-wall composite exterior wall component

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