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CN110565862A - Novel balsawood-concrete floor system and construction process thereof - Google Patents

Novel balsawood-concrete floor system and construction process thereof Download PDF

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Publication number
CN110565862A
CN110565862A CN201910807745.1A CN201910807745A CN110565862A CN 110565862 A CN110565862 A CN 110565862A CN 201910807745 A CN201910807745 A CN 201910807745A CN 110565862 A CN110565862 A CN 110565862A
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Prior art keywords
pin groove
steel plate
concrete
holes
wooden
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Inventor
刘应扬
聂熙哲
徐勇
张天齐
黎章
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Zhengzhou University
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Zhengzhou University
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Priority to CN201910807745.1A priority Critical patent/CN110565862A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/23Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/23Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B2005/232Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with special provisions for connecting wooden stiffening ribs or other wooden beam-like formations to the concrete slab

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

本发明提供一种新型的轻木—混凝土楼盖,其特征在于:有两个或两个以上的木梁;木梁沿顺纹方向的顶面中间位置开设有销槽;设有排孔的钢板的下部嵌入销槽,并与填充在销槽中的粘合剂层与木梁固连;具有钢筋穿过各个钢板的位于销槽外的对应的排孔;混凝土板位于木梁的上方,与混凝土板位置对应的伸出销槽的钢板和钢筋浇筑在混凝土板中。本发明还提供上述结构的施工工艺。本发明提供一种结构简单、安装方便、制作成本低、节点强度高的木梁与剪力墙的连接节点结构。本发明是一种充分利用木梁与混凝土板两种构件的优点的楼盖,操作性强并提高连接强度与刚度。

The invention provides a new type of balsa wood-concrete floor, which is characterized in that: there are two or more wooden beams; the middle position of the top surface of the wooden beams along the grain direction is provided with pin grooves; The lower part of the steel plate is embedded in the pin groove, and is fixed to the wooden beam with the adhesive layer filled in the pin groove; there are steel bars passing through the corresponding row of holes outside the pin groove of each steel plate; the concrete slab is located above the wooden beam, Corresponding to the position of the concrete slab, the steel plates and steel bars protruding from the pin slots are poured in the concrete slab. The invention also provides the construction technology of the above structure. The invention provides a connection node structure of a wooden beam and a shear wall with simple structure, convenient installation, low manufacturing cost and high node strength. The invention is a floor covering which fully utilizes the advantages of the two components of wooden beams and concrete slabs, has strong operability and improves connection strength and rigidity.

Description

一种新型的轻木—混凝土楼盖及其施工工艺A new light wood-concrete floor and its construction technology

技术领域technical field

本发明属于建筑工程的楼盖技术领域,具体涉及一种新型的轻木—混凝土楼盖及其施工工艺。The invention belongs to the technical field of building engineering floors, and in particular relates to a novel balsa wood-concrete floor and its construction technology.

背景技术Background technique

楼盖是房屋结构的重要组成部分,起到了传递竖向与水平荷载和水平联系与支撑等作用。The floor is an important part of the building structure, which plays the role of transmitting vertical and horizontal loads and horizontal connection and support.

木材是环境友好的绿色材料,可有效降低建筑物在使用阶段的能源消耗。其作为结构用材,部分替代混凝土、砌体和钢材,从产业链上减少对水、空气和能源的不利影响和减少碳排放,从而带来良好的环境效益。在木结构中,木梁沿顺纹方向有着较强的抗拉与抗弯性能。此外,钢筋混凝土结构具有应用广泛,耐久性、耐火性优良,整体性好等优势。其中,混凝土板具有易于施工,整体性好,舒适度高等优点。Wood is an environmentally friendly green material, which can effectively reduce the energy consumption of buildings during the use phase. As a structural material, it partially replaces concrete, masonry and steel, reduces adverse impacts on water, air and energy and reduces carbon emissions from the industrial chain, thereby bringing good environmental benefits. In wooden structures, wooden beams have strong tensile and bending properties along the grain direction. In addition, the reinforced concrete structure has the advantages of wide application, excellent durability and fire resistance, and good integrity. Among them, the concrete slab has the advantages of easy construction, good integrity and high comfort.

发明内容Contents of the invention

本发明提供一种新型的轻木—混凝土楼盖,其目的是解决现有技术的缺点,提供一种充分利用木梁与混凝土板两种构件的优点的楼盖,操作性强并提高连接强度与刚度。The present invention provides a new type of balsa wood-concrete floor, the purpose of which is to solve the shortcomings of the prior art, to provide a floor that fully utilizes the advantages of the two components of wooden beams and concrete slabs, which has strong operability and improves the connection strength and stiffness.

本发明还提供一种新型的轻木—混凝土楼盖的施工工艺。The invention also provides a novel construction technology of light wood-concrete floor.

本发明解决其技术问题所采用的技术方案是:The technical solution adopted by the present invention to solve its technical problems is:

一种新型的轻木—混凝土楼盖,有两个或两个以上的木梁;木梁沿顺纹方向的顶面中间位置开设有销槽;设有排孔的钢板的下部嵌入销槽,并与填充在销槽中的粘合剂层与木梁固连;具有钢筋穿过各个钢板的位于销槽外的对应的排孔;混凝土板位于木梁的上方,与混凝土板位置对应的伸出销槽的钢板和钢筋浇筑在混凝土板中。A new type of balsa wood-concrete floor, with two or more wooden beams; a pin groove is opened in the middle of the top surface of the wooden beam along the direction of the grain; the lower part of the steel plate with a row of holes is embedded in the pin groove, And the adhesive layer filled in the pin groove is fixed to the wooden beam; there are steel bars passing through the corresponding row of holes outside the pin groove of each steel plate; the concrete slab is located above the wooden beam, and the extension corresponding to the position of the concrete slab The steel plates and steel bars for the pin slots are cast in concrete slabs.

进一步,木梁的销槽的深度为有排孔的钢板高度的一半,且销槽宽度大于钢板的厚度。Further, the depth of the pin groove of the wooden beam is half of the height of the steel plate with rows of holes, and the width of the pin groove is greater than the thickness of the steel plate.

进一步,钢板的排孔直径大于钢筋的直径。Further, the diameter of the hole row of the steel plate is larger than the diameter of the steel bar.

一种新型的轻木—混凝土楼盖的施工工艺,包括如下步骤:A construction technique for a novel light wood-concrete floor, comprising the following steps:

第一步:确定木梁的尺寸大小,沿木梁顺纹方向在顶部中间位置开设销槽,;带排孔的钢板插入木梁的销槽中,并用粘合剂进行固结;Step 1: Determine the size of the wooden beam, and open a pin groove in the middle of the top along the direction of the grain of the wooden beam; insert a steel plate with a row of holes into the pin groove of the wooden beam, and consolidate it with an adhesive;

第二步:在放置好的木梁上支混凝土板底模,再铺设钢筋,其中与带排孔的钢板垂直的钢筋要穿过排孔,然后进行钢筋绑扎;Step 2: Support the concrete slab base form on the placed wooden beams, and then lay steel bars, wherein the steel bars perpendicular to the steel plate with rows of holes must pass through the holes, and then bind the bars;

第三步:进行混凝土浇筑,经过足够的养护时间后,混凝土达到一定的强度,拆除模板。The third step: Concrete pouring, after sufficient curing time, the concrete reaches a certain strength, and the formwork is removed.

有益效果:Beneficial effect:

1、木梁与带排孔的钢板使用粘结剂进行销槽连接,从而使二者较好地实现固接,使连接更加稳固。1. The wooden beam and the steel plate with rows of holes are connected by pin and groove with adhesive, so that the two can be better fixed and the connection is more stable.

2、钢筋穿过带排孔的钢板,从而有效地提高混凝土板与钢板的连接强度与刚度。2. The steel bar passes through the steel plate with rows of holes, thereby effectively improving the connection strength and stiffness between the concrete slab and the steel plate.

3、该连接方法操作性强,可显著提高楼盖整体性,同时提高整个房屋的安全性能。3. The connection method has strong operability, can significantly improve the integrity of the floor, and at the same time improve the safety performance of the entire house.

4、充分发挥两种结构的优势,做到优势互补,共同发挥作用。4. Give full play to the advantages of the two structures, complement each other and work together.

附图说明Description of drawings

下面结合附图和实施例对本发明进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

图1为本发明结构立体图;Fig. 1 is a perspective view of the structure of the present invention;

图2为本发明木梁与钢板示意图。Fig. 2 is a schematic diagram of wooden beams and steel plates of the present invention.

具体实施方式Detailed ways

为了更清楚地说明本发明的技术方案,下面将对描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的实施例。In order to illustrate the technical solution of the present invention more clearly, the accompanying drawings that need to be used in the description will be briefly introduced below. Obviously, the accompanying drawings in the following description are only some embodiments of the present invention. As far as people are concerned, other embodiments can also be obtained according to these drawings on the premise of not paying creative work.

如图1、图2所示:As shown in Figure 1 and Figure 2:

本发明提供了一种新型的轻木—混凝土楼盖。为木梁与混凝土板的连接提供了新的思路与方法。The invention provides a novel light wood-concrete floor. It provides a new idea and method for the connection of wooden beams and concrete slabs.

有两个或两个以上的木梁1,本实施例为3个木梁1。There are two or more wooden beams 1, and there are three wooden beams 1 in this embodiment.

木梁1沿顺纹方向的顶面开设有销槽11,销槽11位于木梁1的顶面的中间位置,销槽11的深度为有排孔21的钢板2的高度的一半,且销槽11宽度略大于钢板2的厚度。钢板2的排孔21的直径略大于钢筋3的直径。Wooden beam 1 is provided with pin groove 11 along the top surface of grain direction, and pin groove 11 is positioned at the middle position of the top surface of wooden beam 1, and the depth of pin groove 11 is half of the height of the steel plate 2 that row hole 21 is arranged, and pin The width of the groove 11 is slightly greater than the thickness of the steel plate 2 . The diameter of the row of holes 21 of the steel plate 2 is slightly larger than the diameter of the steel bar 3 .

钢板2的下部嵌入销槽11,并与填充在销槽11中的粘合剂层与木梁1固连。The lower part of the steel plate 2 is inserted into the pin groove 11, and is fixedly connected with the wooden beam 1 with the adhesive layer filled in the pin groove 11.

各钢板2平行,具有钢筋3穿过各钢板2的位于销槽外11的对应的排孔21。Each steel plate 2 is parallel, and has a corresponding row of holes 21 where steel bars 3 pass through each steel plate 2 and are located outside the pin groove 11 .

混凝土板4位于木梁1的上方,与混凝土板4位置对应的伸出销槽11的钢板2和钢筋3浇筑在混凝土板4中。The concrete slab 4 is located above the wooden beam 1 , and the steel plates 2 and steel bars 3 protruding from the pin groove 11 corresponding to the position of the concrete slab 4 are poured in the concrete slab 4 .

本发明包括有排孔21的钢板2、木梁1、粘合剂、混凝土板4等。其中,有排孔21的钢板2作为抗剪键,用来连接木梁1与混凝土板4。钢板2与木梁1主要通过粘合剂实现固结,钢板2与混凝土板4通过钢筋3与混凝土进行连接。The present invention includes a steel plate 2 with a row of holes 21, a wooden beam 1, an adhesive, a concrete slab 4, and the like. Wherein, the steel plate 2 with the row of holes 21 is used as a shear key for connecting the wooden beam 1 and the concrete slab 4 . The steel plate 2 and the wooden beam 1 are consolidated mainly through an adhesive, and the steel plate 2 and the concrete slab 4 are connected to the concrete through a steel bar 3 .

施工工艺:Construction process:

第一步:确定木梁1的尺寸大小,沿木梁1顺纹方向在顶部中间位置开设销槽11,使带排孔21的钢板2具有足够的嵌入深度(销槽11深度取带排孔21的钢板2高度的一半)。带排孔21的钢板2插入木梁中,并用粘合剂进行固结;The first step: determine the size of the wooden beam 1, and set up a pin groove 11 in the middle of the top along the grain direction of the wooden beam 1, so that the steel plate 2 with the row of holes 21 has a sufficient depth of embedding (the depth of the pin groove 11 is taken as the depth of the row of holes 21 half of the height of steel plate 2). A steel plate 2 with a row of holes 21 is inserted into the wooden beam and consolidated with an adhesive;

第二步:在放置好的木梁1上支混凝土板底模,再铺设钢筋3,其中与带排孔21的钢板1垂直的钢筋4要穿过排孔21,然后进行钢筋3绑扎;Step 2: support the bottom mold of the concrete slab on the placed wooden beam 1, and lay reinforcement 3 again, wherein the reinforcement 4 perpendicular to the steel plate 1 with the row of holes 21 will pass through the row of holes 21, and then bind the reinforcement 3;

第三步:进行混凝土4浇筑,经过足够的养护时间后,混凝土达到一定的强度,拆除模板。Step 3: Concrete 4 pouring, after sufficient curing time, the concrete reaches a certain strength, and the formwork is removed.

本说明书中各个实施例采用递进的方式描述,每个实施例重点说明的都是与其他实施例的不同之处,各个实施例之间相同相似部分互相参见即可。对所公开的实施例的上述说明,使本领域专业技术人员能够实现或使用本发明。对这些实施例的多种修改对本领域的专业技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本发明的精神或范围的情况下,在其它实施例中实现。因此,本发明将不会被限制于本文所示的这些实施例,而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。Each embodiment in this specification is described in a progressive manner, each embodiment focuses on the difference from other embodiments, and the same and similar parts of each embodiment can be referred to each other. The above description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the invention. Therefore, the present invention will not be limited to the embodiments shown herein, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (4)

1.一种新型的轻木—混凝土楼盖,其特征在于:有两个或两个以上的木梁;木梁沿顺纹方向的顶面中间位置开设有销槽;设有排孔的钢板的下部嵌入销槽,并与填充在销槽中的粘合剂层与木梁固连;具有钢筋穿过各个钢板的位于销槽外的对应的排孔;混凝土板位于木梁的上方,与混凝土板位置对应的伸出销槽的钢板和钢筋浇筑在混凝土板中。1. A new type of balsa wood-concrete floor, characterized in that: there are two or more wooden beams; the middle position of the top surface of the wooden beams along the direction of the grain is provided with a pin groove; a steel plate with a row of holes The lower part of the pin groove is embedded in the pin groove, and is fixed with the wooden beam with the adhesive layer filled in the pin groove; there are steel bars passing through the corresponding row of holes outside the pin groove of each steel plate; the concrete slab is located above the wooden beam, and The steel plates and steel bars protruding from the pin slot corresponding to the position of the concrete slab are poured in the concrete slab. 2.如权利要求1所述的一种新型的轻木—混凝土楼盖,其特征在于:木梁的销槽的深度为有排孔的钢板高度的一半,且销槽宽度大于钢板的厚度。2. A kind of novel balsa wood-concrete floor as claimed in claim 1, is characterized in that: the depth of the pin groove of wooden beam is half of the height of the steel plate with row of holes, and the pin groove width is greater than the thickness of steel plate. 3.如权利要求1所述的一种新型的轻木—混凝土楼盖,其特征在于:钢板的排孔直径大于钢筋的直径。3. A novel balsa wood-concrete floor as claimed in claim 1, characterized in that: the diameter of the holes in the steel plate is greater than the diameter of the steel bar. 4.一种新型的轻木—混凝土楼盖的施工工艺,其特征在于:4. A construction technique for a novel light wood-concrete floor, characterized in that: 第一步:确定木梁的尺寸大小,沿木梁顺纹方向在顶部中间位置开设销槽;带排孔的钢板插入木梁的销槽中,并用粘合剂进行固结;Step 1: Determine the size of the wooden beam, and open a pin groove in the middle of the top along the direction of the grain of the wooden beam; insert a steel plate with a row of holes into the pin groove of the wooden beam, and consolidate it with an adhesive; 第二步:在放置好的木梁上支混凝土板底模,再铺设钢筋,其中与带排孔的钢板垂直的钢筋要穿过排孔,然后进行钢筋绑扎;Step 2: Support the concrete slab base form on the placed wooden beams, and then lay steel bars, wherein the steel bars perpendicular to the steel plate with rows of holes must pass through the holes, and then bind the bars; 第三步:进行混凝土浇筑,经过足够的养护时间后,混凝土达到一定的强度,拆除模板。The third step: Concrete pouring, after sufficient curing time, the concrete reaches a certain strength, and the formwork is removed.
CN201910807745.1A 2019-08-29 2019-08-29 Novel balsawood-concrete floor system and construction process thereof Pending CN110565862A (en)

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CN119062057A (en) * 2024-11-06 2024-12-03 中交第四公路工程局有限公司 Prefabricated steel-wood node of tension roof system, assembly method and prefabricated steel-wood tension roof system

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CZ2013187A3 (en) * 2013-03-13 2014-09-24 Vysoká Škola Báňská-Technická Univerzita Ostrava Cased composite cement-wood overhead beam
CN108412049A (en) * 2018-03-05 2018-08-17 苏州科技大学 A kind of wood-concrete combination beam shear connector push out test test specimen
WO2019038120A1 (en) * 2017-08-21 2019-02-28 Universität Duisburg-Essen Wood-concrete composite floor

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DE69406032D1 (en) * 1993-03-03 1997-11-13 Daniel Gauthier Mixed wood-concrete structure
CN203129439U (en) * 2013-01-25 2013-08-14 中国市政工程东北设计研究总院 Steel-concrete composite beam
CZ2013187A3 (en) * 2013-03-13 2014-09-24 Vysoká Škola Báňská-Technická Univerzita Ostrava Cased composite cement-wood overhead beam
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WO2019038120A1 (en) * 2017-08-21 2019-02-28 Universität Duisburg-Essen Wood-concrete composite floor
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN119062057A (en) * 2024-11-06 2024-12-03 中交第四公路工程局有限公司 Prefabricated steel-wood node of tension roof system, assembly method and prefabricated steel-wood tension roof system

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Application publication date: 20191213