CN108316484A - Multi-story high-rise C L T wallboard and floor connecting structure and connecting method - Google Patents
Multi-story high-rise C L T wallboard and floor connecting structure and connecting method Download PDFInfo
- Publication number
- CN108316484A CN108316484A CN201810129807.3A CN201810129807A CN108316484A CN 108316484 A CN108316484 A CN 108316484A CN 201810129807 A CN201810129807 A CN 201810129807A CN 108316484 A CN108316484 A CN 108316484A
- Authority
- CN
- China
- Prior art keywords
- cross
- connector
- wood
- glued wood
- wall
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 9
- 239000002023 wood Substances 0.000 claims abstract description 97
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 81
- 239000010959 steel Substances 0.000 claims abstract description 81
- 239000003351 stiffener Substances 0.000 claims abstract description 7
- 239000000463 material Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 6
- 239000002184 metal Substances 0.000 abstract 1
- 230000006835 compression Effects 0.000 description 7
- 238000007906 compression Methods 0.000 description 7
- 230000005540 biological transmission Effects 0.000 description 4
- 239000004566 building material Substances 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 241000282414 Homo sapiens Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002427 irreversible effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
本发明公开了一种多高层CLT墙板和楼板连接结构及连接方法，包括正交胶合木上墙板、正交胶合木下墙板、正交胶合木楼板、抗拔连接件、抗剪连接件，正交胶合木上墙体和正交胶合木下墙体由抗剪连接件、抗拔连接件上下各两块竖直钢板通过木螺钉相连，正交胶合木楼板分别搭接在抗拔连接件、抗剪连接件两侧的水平钢板上，由木螺钉将其固定，加劲肋通过嵌入正交胶合木楼板所开设的槽口来增加外侧水平钢板的承载力。本发明的金属连接结构，构造简单，成本低廉，施工方便快捷，与传统CLT建筑传统连接结构相比，既能有效的避免木材横纹受压破坏，又能保证CLT建筑有良好的受力性能。
The invention discloses a multi-high-rise CLT wall board and floor connection structure and connection method, including cross-glued wood upper wall boards, cross-glued wood lower wall boards, cross-glued wood floor boards, pullout-resistant connectors, and shear-resistant connectors , the CLT upper wall and CLT lower wall are connected by two vertical steel plates on the upper and lower sides of the shear connector and the pullout connector respectively through wood screws, and the CLT floor slabs are respectively lapped on the pullout connectors 1. The horizontal steel plates on both sides of the shear connectors are fixed by wood screws, and the stiffeners increase the bearing capacity of the outer horizontal steel plates by embedding the notches opened in the cross-glued wood floor slabs. The metal connection structure of the present invention has simple structure, low cost, and convenient and fast construction. Compared with the traditional connection structure of traditional CLT buildings, it can not only effectively avoid the damage of wood transverse grains under pressure, but also ensure that CLT buildings have good mechanical properties .
Description
技术领域technical field
本发明属于建筑工程技术领域，尤其涉及一种新型多高层CLT墙板和楼板连接结构及连接方法。The invention belongs to the technical field of construction engineering, and in particular relates to a novel multi-high-rise CLT wall board and floor board connection structure and connection method.
背景技术Background technique
木结构历史悠久，是人类最早采用的建筑结构形式之一。木结构以其优良的结构性能与独特的美学价值等特点而得到了越来越广泛应用。木材是可再生、又可多次循环利用的天然资源，其生长过程利于环保，其废弃物也是可降解的。因此在提倡绿色建筑的今天，适当发展木结构将促进结构形式多样化，也利于环境保护。Wooden structure has a long history and is one of the earliest forms of architectural structure adopted by human beings. Wood structure has been more and more widely used because of its excellent structural performance and unique aesthetic value. Wood is a renewable and recyclable natural resource. Its growth process is conducive to environmental protection, and its waste is also degradable. Therefore, in the promotion of green buildings today, the proper development of wooden structures will promote the diversification of structural forms, and is also conducive to environmental protection.
CLT是正交层积材，结合了木材不同方向上的最佳性能作为承重板或面板结构部件。CLT是具有相当大承载能力的建筑材料。这些预制构件在现场安装方便快捷，适用于屋顶，楼板或墙板。CLT建筑材料可以取代砖砌体和混凝土等传统建筑材料。在传统多高层CLT建筑中，由于墙体和楼板传力途径，下部CLT楼板不可避免的会发生横纹受压破坏，而这种破坏是不可逆的，随着社会经济的发展以及CLT材料在市场上的迅速推广，传统多高层CLT墙板和楼板连接结构已经不能满足当今社会发展的需求。CLT is cross-laminated lumber that combines the best properties of wood in different directions as load-bearing boards or panel structural components. CLT is a construction material with considerable load-bearing capacity. These prefabricated elements are quick and easy to install on site and are suitable for roof, floor or wall panels. CLT building materials can replace traditional building materials such as brick masonry and concrete. In the traditional multi-high-rise CLT building, due to the force transmission path of the wall and the floor, the lower CLT floor will inevitably suffer from transverse stripe compression damage, and this damage is irreversible. With the development of social economy and the market of CLT materials With the rapid promotion in the world, the traditional multi-high-rise CLT wall and floor connection structure can no longer meet the needs of today's social development.
为此，有必要针对现有的传统多高层CLT墙板和楼板连接结构进行改进，使我国多高层CLT建筑组装能够更加安全、方便、快捷。而且，这种新型抗拔、抗剪连接件价格低廉，发生破坏后能够很容易被加固以及简单替换。Therefore, it is necessary to improve the existing traditional multi-high-rise CLT wall and floor connection structure, so that the assembly of multi-high-rise CLT buildings in my country can be safer, more convenient and faster. Moreover, the new pull-out and shear-resistant connectors are inexpensive and can be easily reinforced and simply replaced after failure.
发明内容Contents of the invention
本发明的目的在于针对传统多高层CLT建筑墙体和楼板之间传递荷载的途径，使得底部楼板受力过大从而导致木材横纹受压破坏，结构可能会发生脆性破坏，提供一种多高层CLT墙板和楼板连接结构及连接方法，通过改变了传力途径，能够有效避免楼板横纹受压破坏，保证多高层CLT建筑具有良好受力性能的同时。The purpose of the present invention is to provide a multi-storey CLT construction method for transferring loads between walls and floors of traditional multi-storey CLT buildings. The connection structure and connection method of CLT wall panels and floors, by changing the way of force transmission, can effectively avoid the damage of floor transverse stripes under compression, and ensure that multi-story CLT buildings have good mechanical performance.
本发明采用的技术方案为：一种多高层CLT墙板和楼板连接结构，包括正交胶合木上墙体、正交胶合木下墙体，正交胶合木楼板，抗拔连接件和抗剪连接件，所述正交胶合木上墙体、正交胶合木下墙体、两片正交胶合木楼板由抗拔连接件、抗剪连接件装配在一起；The technical scheme adopted in the present invention is: a multi-high-rise CLT wallboard and floor connection structure, including cross-glued wood upper wall, cross-glued wood lower wall, cross-glued wood floor, pull-out joints and shear joints pieces, the cross-glued wood upper wall, the cross-glued wood lower wall, and two cross-glued wood floor slabs are assembled together by pull-out connectors and shear-resistant connectors;
所述抗拔连接件、抗剪连接件包括连接件上钢板、连接件下钢板、连接件水平钢板、加劲肋和螺孔，所述连接件上钢板为连接件水平钢板上面的两块竖直钢板，连接件下钢板为连接件水平钢板下面的两块竖直钢板，所述竖直钢板与连接件水平钢板之间设有加劲肋，竖直钢板上设有螺孔；The pullout connector and the shear connector include an upper steel plate for the connector, a lower steel plate for the connector, a horizontal steel plate for the connector, stiffeners and screw holes, and the upper steel plate for the connector is two vertical pieces on the horizontal steel plate for the connector Steel plates, the lower steel plates of the connectors are two vertical steel plates below the horizontal steel plates of the connectors, stiffening ribs are provided between the vertical steel plates and the horizontal steel plates of the connectors, and screw holes are provided on the vertical steel plates;
所述正交胶合木上墙体设在两块连接件上钢板之间，并由穿过所述螺孔的木螺钉相连，所述正交胶合木下墙体设在两块连接件下钢板之间，并由穿过所述螺孔的木螺钉相连；所述两片正交胶合木楼板分别搭接在抗拔连接件、抗剪连接件的连接件水平钢板上，并通过木螺钉从下往上固定；所述加劲肋嵌入正交胶合木楼板上开设的槽口中，使得正交胶合木楼板端部和正交胶合木上墙体、正交胶合木下墙体紧密贴合；所述正交胶合木下墙体预设有与所述连接件水平钢板一样大小的槽口，连接件水平钢板嵌入槽口，使连接件水平钢板上表面和正交胶合木下墙体上表面在同一水平线上。The cross-glued wood upper wall is set between the two upper steel plates of the connectors and connected by wood screws passing through the screw holes, and the cross-glued wood lower wall is set between the two lower steel plates of the connectors and are connected by wood screws passing through the screw holes; the two pieces of cross-laminated wood floor slabs are respectively lapped on the horizontal steel plate of the connecting piece of the pullout joint and the shear joint, and are connected from the bottom through the wood screw. fixed upward; the stiffeners are embedded in the notches provided on the cross-glued wood floor, so that the end of the cross-glued wood floor is closely attached to the cross-glued wood upper wall and the cross-glued wood lower wall; The lower wall of the cross-glued wood is preset with a notch of the same size as the horizontal steel plate of the connecting piece, and the horizontal steel plate of the connecting piece is embedded in the notch, so that the upper surface of the horizontal steel plate of the connecting piece and the upper surface of the lower wall of the cross-glued wood are on the same horizontal line.
作为优选，所述抗拔连接件、抗剪连接件的连接件水平钢板分别向墙板两侧外延100mm。As a preference, the connecting piece horizontal steel plates of the pullout-resistant connector and the shear-resistant connector respectively extend 100 mm to both sides of the wallboard.
作为优选，所述竖直钢板上在距离水平钢板180mm-200mm的范围内不开设螺孔。Preferably, no screw holes are provided on the vertical steel plate within the range of 180mm-200mm from the horizontal steel plate.
作为优选，所述正交胶合木上墙体、正交胶合木下墙体，两片正交胶合木楼板的材质为3层、5层或7层正交层积胶合木。Preferably, the CLT upper wall, the CLT lower wall, and the two CLT floor slabs are made of 3-layer, 5-layer or 7-layer CLT.
所述的多高层CLT墙体和楼板连接方法，包括如下步骤：The multi-high-rise CLT wall and floor connection method comprises the steps:
步骤一：将抗拔连接件布置在正交胶合木下墙体的两端，抗剪连接件布置在正交胶合木下墙体的非两端处，木螺钉通过连接件下钢板预留螺孔打入墙体，将抗拔连接件、抗剪连接件与正交胶合木下墙体固定；Step 1: Arrange the pull-out connectors at both ends of the lower wall of the cross-glued timber, and the shear connectors at the non-ends of the lower wall of the cross-glued timber, and drill the wood screws through the screw holes reserved in the steel plate under the connectors into the wall, and fix the pull-out connector, the shear connector and the lower wall of the cross-laminated timber;
步骤二：在正交胶合木楼板、正交胶合木楼板上开设槽口，将两块正交胶合木楼板、正交胶合木楼板分别搭接在抗拔连接件、抗剪连接件两侧连接件水平钢板上，固定跟步骤一一样，用木螺钉将正交胶合木楼板、正交胶合木楼板固定在连接件水平钢板上；Step 2: Open notches on the cross-glued wood floor and cross-glued wood floor, and connect two cross-glued wood floors and cross-glued wood floors on both sides of the pull-out joint and the shear joint respectively On the horizontal steel plate of the connecting piece, the fixation is the same as step 1, and the cross-glued wood floor and the cross-glued wood floor are fixed on the horizontal steel plate of the connecting piece with wood screws;
步骤三：将正交胶合木上墙板放置在抗拔连接件和抗剪连接件的上钢板之间，木螺钉通过连接件上钢板预留螺孔打入墙体，将抗拔连接件、抗剪连接件与正交胶合木上墙板固定。Step 3: Place the cross-laminated wood upper wallboard between the pullout connector and the upper steel plate of the shear connector. Wood screws are driven into the wall through the screw holes reserved on the upper steel plate of the connector. The shear connectors are fixed to the cross-laminated timber upper wall panels.
有益效果：本发明克服了传统多高层CLT建筑底部楼板由于承受荷载过大而发生木材横纹受压破坏，从而导致结构可能发生脆性破坏。通过新型多高层CLT墙板和楼板连接结构，改变了传统多高层CLT建筑竖向荷载传力途径，有效避免了楼板横纹受压破坏，从而避免了结构发生脆性破坏的可能，保证CLT建筑结构具有良好的受力性能。Beneficial effects: the present invention overcomes the possibility of brittle failure of the structure due to the compression failure of the transverse grain of the wood on the bottom floor of the traditional multi-high-rise CLT building due to excessive load. Through the new multi-high-rise CLT wall plate and floor connection structure, the vertical load transmission path of the traditional multi-high-rise CLT building is changed, and the transverse stripes of the floor are effectively prevented from being damaged by compression, thereby avoiding the possibility of brittle failure of the structure and ensuring the structure of the CLT building. Has good stress performance.
本发明基于在避免多高层CLT建筑楼板出现横纹受压破坏的思想来设计，通过合理设计和布置新型连接件，既能避免底部木材横纹受压，又能保证CLT建筑具有良好的受力性能，从而避免结构发生脆性破坏的可能，本发明的新型多高层CLT墙板和楼板抗拔、抗剪连接件简单合理，造价低廉，现场装配可采用平台式施工，方便快捷，降低了施工劳动难度，提高了施工效率。The invention is designed based on the idea of avoiding the compression damage of horizontal stripes on the floors of multi-high-rise CLT buildings. By rationally designing and arranging new connectors, it can not only avoid the compression of the bottom timber stripes, but also ensure that the CLT building has good stress performance, so as to avoid the possibility of brittle failure of the structure, the new multi-high-rise CLT wallboard and floor slab anti-pullout and shear-resistant joints of the present invention are simple and reasonable, and the cost is low. The on-site assembly can adopt platform construction, which is convenient and fast, and reduces construction labor. Difficulty, improve construction efficiency.
附图说明Description of drawings
图1为本发明的多高层CLT墙板和楼板连接结构三维示意图；Fig. 1 is multi-high-rise CLT wall panel and floor slab connection structure three-dimensional schematic diagram of the present invention;
图2为本发明的CLT墙板和抗拔、抗剪连接件连接正视图；Fig. 2 is the connection front view of CLT wallboard of the present invention and anti-pull, anti-shear connector;
图3为本发明的CLT内墙板和楼板抗拔连接剖面示意图；Fig. 3 is the schematic cross-sectional view of the CLT interior wall panel and floor slab anti-pull connection of the present invention;
图4为本发明的CLT外墙板和楼板新型抗拔连接剖面示意图；Fig. 4 is a schematic cross-sectional view of the novel anti-pull connection of the CLT exterior wall panel and the floor slab of the present invention;
图5a为本发明的抗拔连接件结构正视图；Figure 5a is a front view of the anti-pull connector structure of the present invention;
图5b为本发明的抗拔连接件结构侧视图；Fig. 5b is a side view of the structure of the anti-pull connector of the present invention;
图5c为本发明的抗拔连接件结构俯视图；Fig. 5c is a top view of the structure of the anti-pull connector of the present invention;
图6为本发明的CLT内墙板和楼板抗剪连接剖面示意图；Fig. 6 is a schematic cross-sectional view of the shear connection of the CLT interior wall panel and the floor slab of the present invention;
图7为本发明的CLT外墙板和楼板抗剪连接剖面示意图；Fig. 7 is a schematic cross-sectional view of the shear connection between the CLT exterior wall panel and the floor slab of the present invention;
图8a为本发明的抗剪连接件结构正视图；Figure 8a is a front view of the shear connector structure of the present invention;
图8b为本发明的抗剪连接件结构侧视图；Figure 8b is a side view of the structure of the shear connector of the present invention;
图8c为本发明的抗剪连接件结构俯视图；Fig. 8c is a top view of the structure of the shear connector of the present invention;
图9为本发明的带有槽口正交胶合木楼板俯视图；Fig. 9 is a top view of the cross-glued timber floor slab with notches of the present invention;
图中：1-正交胶合木上墙板，2-正交胶合木下墙板，3-正交胶合木楼板，4-正交胶合木楼板，5-抗拔连接件，6-抗剪连接件，7-木螺钉，2-1-连接件上钢板，2-2-连接件下钢板，2-3-连接件水平钢板，2-4-加劲肋，2-5-螺孔，2-6-槽口。In the figure: 1- CLT upper wall panel, 2- CLT lower wall panel, 3- CLT floor slab, 4- CLT floor slab, 5- Pull-out connection, 6- Shear connection pieces, 7-wood screws, 2-1-connector upper steel plate, 2-2-connector lower steel plate, 2-3-connector horizontal steel plate, 2-4-stiffener, 2-5-screw hole, 2- 6 - notch.
具体实施方式Detailed ways
下面结合附图和具体实施方式对本发明做进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.
如图1所示，一种多高层CLT墙板和楼板连接结构，包括正交胶合木上墙体1、正交胶合木下墙体2，正交胶合木楼板3、正交胶合木楼板4、抗拔连接件5和抗剪连接件6，所述正交胶合木上墙体1、正交胶合木下墙体2、正交胶合木楼板3、正交胶合木楼板4由抗拔连接件5、抗剪连接件6装配在一起；As shown in Figure 1, a multi-high-rise CLT wall and floor connection structure, including cross-glued wood upper wall 1, cross-glued wood lower wall 2, cross-glued wood floor 3, cross-glued wood floor 4, Pullout connector 5 and shear connector 6, the cross-glued wood upper wall 1, the cross-glued wood lower wall 2, the cross-glued wood floor 3, and the cross-glued wood floor 4 are composed of the pullout-resistant connector 5 , the shear connectors 6 are assembled together;
所述抗拔连接件5、抗剪连接件6包括连接件上钢板2-1、连接件下钢板2-2、连接件水平钢板2-3、加劲肋2-4和螺孔2-5，所述连接件上钢板2-1为连接件水平钢板2-3上面的两块竖直钢板，连接件下钢板2-2为连接件水平钢板2-3下面的两块竖直钢板，所述竖直钢板与连接件水平钢板2-3之间设有加劲肋2-4，竖直钢板上设有螺孔2-5；The anti-pull connector 5 and the shear connector 6 include an upper steel plate 2-1 of the connector, a lower steel plate 2-2 of the connector, a horizontal steel plate 2-3 of the connector, a stiffener 2-4 and a screw hole 2-5, The upper steel plate 2-1 of the connector is two vertical steel plates above the horizontal steel plate 2-3 of the connector, and the lower steel plate 2-2 of the connector is the two vertical steel plates below the horizontal steel plate 2-3 of the connector. A stiffening rib 2-4 is provided between the vertical steel plate and the horizontal steel plate 2-3 of the connector, and a screw hole 2-5 is provided on the vertical steel plate;
所述正交胶合木上墙体1设在两块连接件上钢板2-1之间，并由穿过所述螺孔2-5的木螺钉7相连，所述正交胶合木下墙体2设在两块连接件下钢板2-2之间，并由穿过所述螺孔2-5的木螺钉7相连；所述正交胶合木楼板3、正交胶合木楼板4分别搭接在抗拔连接件5、抗剪连接件6的连接件水平钢板2-3上，并通过木螺钉7从下往上固定；所述加劲肋2-4嵌入正交胶合木楼板4上开设的槽口2-6中，使得正交胶合木楼板4端部和正交胶合木上墙体1、正交胶合木下墙体2紧密贴合；所述正交胶合木下墙体2预设有与所述连接件水平钢板2-3一样大小的槽口，连接件水平钢板2-3嵌入槽口，使连接件水平钢板2-3上表面和正交胶合木下墙体2上表面在同一水平线上。The cross-glued wood upper wall 1 is arranged between the upper steel plates 2-1 of two connectors, and is connected by wood screws 7 passing through the screw holes 2-5, and the cross-glued wood lower wall 2 It is arranged between the steel plates 2-2 under the two connectors, and is connected by wood screws 7 passing through the screw holes 2-5; Pull-out connectors 5 and shear connectors 6 are placed on horizontal steel plates 2-3 and fixed from bottom to top by wood screws 7; 2-6, so that the end of the cross-glued wood floor 4 and the cross-glued wood upper wall 1 and the cross-glued wood lower wall 2 are closely attached; the cross-glued wood lower wall 2 is preset with the The connector horizontal steel plate 2-3 has the same size as the notch, and the connector horizontal steel plate 2-3 is embedded in the notch, so that the upper surface of the connector horizontal steel plate 2-3 and the upper surface of the cross-laminated wood lower wall 2 are on the same horizontal line.
抗拔连接件5主要为CLT建筑提供抗拔力，抗剪连接件6主要为CLT建筑提供抗侧力，该CLT墙体和楼板连接形式改变了传统多高层CLT建筑竖向荷载传力途径，有效避免了正交胶合木楼板横纹受压破坏，避免了结构发生脆性破坏的可能，而且能够保证多高层CLT建筑结构具有良好的受力性能。The anti-pull connector 5 mainly provides the pull-out force for the CLT building, and the shear connector 6 mainly provides the lateral force resistance for the CLT building. The connection form of the CLT wall and the floor slab has changed the vertical load transmission path of the traditional multi-high-rise CLT building. It effectively avoids the cross-grain compression failure of the cross-laminated timber floor, avoids the possibility of brittle failure of the structure, and can ensure the good mechanical performance of the multi-story CLT building structure.
所述的多高层CLT墙体和楼板连接方法，包括如下步骤：The multi-high-rise CLT wall and floor connection method comprises the steps:
步骤一：将抗拔连接件5布置在正交胶合木下墙体2的两端，抗剪连接件6布置在正交胶合木下墙体2的非两端处，木螺钉7通过连接件下钢板2-2预留螺孔2-5打入墙体，将抗拔连接件5、抗剪连接件6与正交胶合木下墙体2固定；Step 1: Arrange the pull-out connectors 5 at both ends of the cross-glued timber lower wall 2, the shear connectors 6 at the non-ends of the cross-glued timber lower wall 2, and the wood screws 7 pass through the lower steel plates of the connectors 2-2 Reserve the screw holes 2-5 to drive into the wall, and fix the pull-out connector 5, the shear connector 6 and the lower wall 2 of the cross-glued timber;
步骤二：在正交胶合木楼板3、正交胶合木楼板4上开设槽口2-6，将两块正交胶合木楼板3、正交胶合木楼板4分别搭接在抗拔连接件5、抗剪连接件6两侧连接件水平钢板2-3上，固定跟步骤一一样，用木螺钉7将正交胶合木楼板3、正交胶合木楼板4固定在连接件水平钢板2-3上；Step 2: Open notches 2-6 on the cross-glued wood floor 3 and the cross-glued wood floor 4, and lap the two cross-glued wood floors 3 and 4 on the pull-out connector 5 respectively 1. On the horizontal steel plate 2-3 of the connecting piece on both sides of the shear connecting piece 6, the fixation is the same as step 1, and the cross-glued wood floor 3 and the cross-glued wood floor 4 are fixed on the horizontal steel plate 2-3 of the connecting piece with wood screws 7 3 up;
步骤三：将正交胶合木上墙板1放置在抗拔连接件5和抗剪连接件6的上钢板2-1之间，木螺钉7通过连接件上钢板2-1预留螺孔2-5打入墙体，将抗拔连接件5、抗剪连接件6与正交胶合木上墙板1固定。Step 3: Place the cross-laminated wood upper wallboard 1 between the upper steel plate 2-1 of the pull-out connector 5 and the shear connector 6, and the wood screw 7 passes through the upper steel plate 2-1 of the connector to reserve a screw hole 2 -5 is driven into the wall, and the pull-out connector 5, the shear connector 6 and the cross-laminated wood upper wallboard 1 are fixed.
以上结合附图对本发明的实施方式做出详细说明，但本发明不局限于所描述的实施方式。对本领域的普通技术人员而言，在本发明的原理和技术思想的范围内，对这些实施方式进行多种变化、修改、替换和变形仍落入本发明的保护范围内。The embodiments of the present invention have been described in detail above in conjunction with the accompanying drawings, but the present invention is not limited to the described embodiments. For those skilled in the art, within the scope of the principles and technical ideas of the present invention, various changes, modifications, replacements and deformations to these implementations still fall within the protection scope of the present invention.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810129807.3A CN108316484A (en) | 2018-02-08 | 2018-02-08 | Multi-story high-rise C L T wallboard and floor connecting structure and connecting method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810129807.3A CN108316484A (en) | 2018-02-08 | 2018-02-08 | Multi-story high-rise C L T wallboard and floor connecting structure and connecting method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108316484A true CN108316484A (en) | 2018-07-24 |
Family
ID=62903241
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810129807.3A Pending CN108316484A (en) | 2018-02-08 | 2018-02-08 | Multi-story high-rise C L T wallboard and floor connecting structure and connecting method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108316484A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024892A (en) * | 2018-09-19 | 2018-12-18 | 华北水利水电大学 | A kind of wood-concrete frame structure assembled architecture |
| CN111119367A (en) * | 2019-12-24 | 2020-05-08 | 常州工学院 | Orthogonal laminated wood shear wall assembly type connecting structure |
| CN113605524A (en) * | 2021-08-03 | 2021-11-05 | 福建九鼎建设集团有限公司 | Fabricated building structure and construction method thereof |
| CN113756428A (en) * | 2021-10-11 | 2021-12-07 | 和能人居科技(天津)集团股份有限公司 | Floor slab and wallboard quick-assembly structure of box-plate type building, box-plate type building and construction method of quick-assembly structure |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012131406A1 (en) * | 2011-03-25 | 2012-10-04 | PAULIN, Aleksandar | System of building construction, specially designed for construction of load bearing partition and external walls; roof elements and floor constructions |
| CN103806536A (en) * | 2014-02-26 | 2014-05-21 | 山东大学 | Connecting structure of novel quickly-installed integrated house |
| CN105672496A (en) * | 2016-03-18 | 2016-06-15 | 沈阳建筑大学 | CLT (Cross Laminated Timber) wall-board connecting structure and connecting method thereof |
| CN205387755U (en) * | 2016-03-18 | 2016-07-20 | 沈阳建筑大学 | CLT wall - board connection structure |
| CN105926767A (en) * | 2016-05-26 | 2016-09-07 | 沈阳建筑大学 | Cross-shaped wood structure joint and connecting part thereof |
| CN205840004U (en) * | 2016-07-07 | 2016-12-28 | 浙江越宫钢结构有限公司 | A kind of cross normotopia attachment structure |
| CN206070732U (en) * | 2016-05-26 | 2017-04-05 | 沈阳建筑大学 | A kind of cross timber structure node and its connector |
| CN206784597U (en) * | 2017-04-27 | 2017-12-22 | 同济大学 | A kind of wooden frame post attachment structure |
| CN107574953A (en) * | 2017-08-16 | 2018-01-12 | 同济大学建筑设计研究院(集团)有限公司 | A kind of orthogonal laminated wood shear wall of assembling prestressing force |
| CN108104284A (en) * | 2017-12-01 | 2018-06-01 | 沈阳建筑大学 | Shear wall steel arm is embedded in the wallboard connecting structure and assembly method of floor |
-
2018
- 2018-02-08 CN CN201810129807.3A patent/CN108316484A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012131406A1 (en) * | 2011-03-25 | 2012-10-04 | PAULIN, Aleksandar | System of building construction, specially designed for construction of load bearing partition and external walls; roof elements and floor constructions |
| CN103806536A (en) * | 2014-02-26 | 2014-05-21 | 山东大学 | Connecting structure of novel quickly-installed integrated house |
| CN105672496A (en) * | 2016-03-18 | 2016-06-15 | 沈阳建筑大学 | CLT (Cross Laminated Timber) wall-board connecting structure and connecting method thereof |
| CN205387755U (en) * | 2016-03-18 | 2016-07-20 | 沈阳建筑大学 | CLT wall - board connection structure |
| CN105926767A (en) * | 2016-05-26 | 2016-09-07 | 沈阳建筑大学 | Cross-shaped wood structure joint and connecting part thereof |
| CN206070732U (en) * | 2016-05-26 | 2017-04-05 | 沈阳建筑大学 | A kind of cross timber structure node and its connector |
| CN205840004U (en) * | 2016-07-07 | 2016-12-28 | 浙江越宫钢结构有限公司 | A kind of cross normotopia attachment structure |
| CN206784597U (en) * | 2017-04-27 | 2017-12-22 | 同济大学 | A kind of wooden frame post attachment structure |
| CN107574953A (en) * | 2017-08-16 | 2018-01-12 | 同济大学建筑设计研究院(集团)有限公司 | A kind of orthogonal laminated wood shear wall of assembling prestressing force |
| CN108104284A (en) * | 2017-12-01 | 2018-06-01 | 沈阳建筑大学 | Shear wall steel arm is embedded in the wallboard connecting structure and assembly method of floor |
Non-Patent Citations (1)
| Title |
|---|
| 王瑞峰等: "交错层压木材(CLT)在建筑上的应用研究", 《华中建筑》 * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024892A (en) * | 2018-09-19 | 2018-12-18 | 华北水利水电大学 | A kind of wood-concrete frame structure assembled architecture |
| CN111119367A (en) * | 2019-12-24 | 2020-05-08 | 常州工学院 | Orthogonal laminated wood shear wall assembly type connecting structure |
| CN113605524A (en) * | 2021-08-03 | 2021-11-05 | 福建九鼎建设集团有限公司 | Fabricated building structure and construction method thereof |
| CN113605524B (en) * | 2021-08-03 | 2022-12-06 | 福建九鼎建设集团有限公司 | Fabricated building structure and construction method thereof |
| CN113756428A (en) * | 2021-10-11 | 2021-12-07 | 和能人居科技(天津)集团股份有限公司 | Floor slab and wallboard quick-assembly structure of box-plate type building, box-plate type building and construction method of quick-assembly structure |
| CN113756428B (en) * | 2021-10-11 | 2022-11-29 | 和能人居科技(天津)集团股份有限公司 | Floor slab and wallboard quick-assembly structure of box-plate type building, box-plate type building and construction method of quick-assembly structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20100218446A1 (en) | Structure system of concrete building for self-heat insulation | |
| CN108316484A (en) | Multi-story high-rise C L T wallboard and floor connecting structure and connecting method | |
| CN206570920U (en) | One kind utilizes ALC plates design production assembled architecture | |
| CN103437463B (en) | Prefabricated light steel fireproof load-bearing combined wall structure | |
| CN106592825A (en) | Assembly type wood frame energy-saving shear wall | |
| CN206769055U (en) | A kind of villa prefabricated panel based on C-type steel | |
| CN209585413U (en) | Composite laminated slab | |
| CN107654009A (en) | A kind of pin and CLT wood floor attachment structures | |
| CN106149986A (en) | A kind of cold bending thin wall steel construction steel tile roofing system | |
| CN106760059B (en) | Assembled building structure system | |
| CN200975024Y (en) | Bamboo wood home building | |
| CN204983396U (en) | Bamboo - aerated concrete combination beam | |
| CN204662706U (en) | Energy-saving heat preserving light cement prefabricated component construction wall | |
| CN208563710U (en) | A kind of superposed type heat preservation floor slab | |
| CN218438553U (en) | Block connection structure of prefabricated composite wall panels and composite roofs with self-tapping screws | |
| CN210421393U (en) | Wooden joist floor and descending plate joint structure | |
| CN207277534U (en) | A kind of batten wall building with roof truss that can quickly assemble | |
| CN105239666B (en) | A prefabricated bamboo-aerated concrete composite structure and its manufacturing method | |
| CN203270918U (en) | Novel non-bearing building block | |
| CN108331207A (en) | A kind of novel light gauge cold-formed steel shape-paper compressed straw slab assembled wall | |
| CN2047280U (en) | Fibre reinforced cement compound partition board | |
| CN108374499A (en) | NCCLT thermal insulation boards and its with basis connection method | |
| CN211200813U (en) | Light aggregate concrete combined bearing outer wall structure and building comprising same | |
| CN103967208B (en) | The light steel of Z-section-timber with small diameter combination bearing column and making method | |
| CN203613646U (en) | Prefabricated house convenient for wiring |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180724 |