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CN211143449U - Wooden space latticed shell structure and wooden structure support joint structure - Google Patents

Wooden space latticed shell structure and wooden structure support joint structure Download PDF

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Publication number
CN211143449U
CN211143449U CN201921688355.9U CN201921688355U CN211143449U CN 211143449 U CN211143449 U CN 211143449U CN 201921688355 U CN201921688355 U CN 201921688355U CN 211143449 U CN211143449 U CN 211143449U
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support
wood
plate
wooden
connecting plate
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李瑞雄
姜琦
李亚明
贾水钟
张仪放
邱枕戈
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Shanghai Architectural Design and Research Institute Co Ltd
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Shanghai Architectural Design and Research Institute Co Ltd
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Abstract

The utility model discloses a wooden space net shell structure and wood structure support node structure, wood structure support node structure includes: the device comprises a wood structure support, an adjusting assembly, an embedded plate, a concrete foundation and a fixing piece, wherein the embedded plate is fixedly connected with the concrete foundation; the adjusting assembly is connected with one end of the wood structure support and is positioned above the embedded plate and used for adjusting the wood structure support so as to release the geometric error of the wood structure support; the wood frame support adopts the mounting to be connected fixedly with the pre-buried board, the utility model has the advantages of can release geometric errors in advance in the installation to the wood frame support of assembling into holistic light-duty wood frame space latticed shell structure, do not produce the structure internal force, improve the atress performance of above-mentioned light-duty wood frame space latticed shell structure to and structural firmness and stability.

Description

木质空间网壳结构及木结构支座节点构造Wooden space reticulated shell structure and wooden structure support node structure

技术领域technical field

本实用新型涉及建筑结构设计领域,尤其是涉及一种木质空间网壳结构及木结构支座节点构造。The utility model relates to the field of architectural structure design, in particular to a wooden space reticulated shell structure and a wooden structure bearing node structure.

背景技术Background technique

随着木结构在我国工程实践中的发展,已经出现了以木杆件拼装组成的空间网壳结构。木质空间网壳结构中的轻型木结构空间网壳结构跨度大、重量小,经常在拼装成整体后,采用现场吊装的方式进行安装;但由于该轻型木结构空间网壳结构中所述木杆件数量多,且形体复杂,由此会存在加工误差和拼装误差,容易在木结构支座部位存在几何误差的积累。若上述几何误差不经释放强行将木结构支座部分进行安装,则这种强制位移在上述轻型木结构空间网壳结构的超静定约束下会造成初始内力,影响上述轻型木结构空间网壳结构受力性能。With the development of wood structure in our country's engineering practice, a space reticulated shell structure composed of wooden rods has appeared. In the wooden space reticulated shell structure, the light wood structure space reticulated shell structure has a large span and a small weight, and is often installed by on-site hoisting after being assembled into a whole; The number of pieces is large and the shape is complex, so there will be processing errors and assembly errors, and it is easy to accumulate geometric errors in the support parts of the wooden structure. If the above-mentioned geometric errors are forcibly installed without releasing the support part of the wooden structure, the forced displacement will cause initial internal force under the statically indeterminate constraint of the above-mentioned light-duty wooden spatial reticulated shell structure, which will affect the above-mentioned light-duty wooden spatial reticulated shell Structural mechanical properties.

实用新型内容Utility model content

本实用新型的目的在于提供一种木质空间网壳结构及木结构支座节点构造,用以实现在对已经拼装成整体的轻型木结构空间网壳结构中的木结构支座的安装过程中可以预先释放掉几何误差,不产生结构内力,提高上述轻型木结构空间网壳结构的受力性能,以及结构牢固性和稳定性的目的。The purpose of the utility model is to provide a wooden space reticulated shell structure and a wooden structure support node structure, so as to realize the installation process of the wooden structure support in the light-weight wooden structure space reticulated shell structure that has been assembled into a whole. The purpose of releasing the geometric error in advance without generating the internal force of the structure, improving the mechanical performance of the above-mentioned light wood structure space reticulated shell structure, as well as the structural firmness and stability.

为了实现以上目的,本实用新型通过以下技术方案实现:In order to achieve the above purpose, the present utility model realizes through the following technical solutions:

一种木结构支座节点构造,包括:木结构支座、调节组件、预埋板、混凝土基础和固定件,所述预埋板与所述混凝土基础固定连接;所述调节组件与所述木结构支座的一端连接并位于所述预埋板上方,用于对所述木结构支座进行调节,以释放木结构支座的几何误差;所述木结构支座与所述预埋板采用所述固定件进行连接固定。A wooden structure support node structure, comprising: a wooden structure support, an adjustment component, a pre-embedded board, a concrete foundation and a fixing piece, the pre-embedded board is fixedly connected with the concrete foundation; the adjustment component is connected with the wooden structure One end of the structural support is connected and located above the embedded board, and is used to adjust the wooden structure support to release the geometric error of the wooden structure support; the wooden structure support and the embedded board adopt The fixing member is connected and fixed.

优选地,所述木结构支座包括支座本体和与所述支座本体的一端连接的支座连接板;所述支座本体的另一端连接有木杆件;所述调节组件设置在所述支座连接板上。Preferably, the wooden structure support comprises a support body and a support connection plate connected with one end of the support body; the other end of the support body is connected with a wooden rod; the adjustment assembly is arranged at the on the support connection board.

优选地,在所述支座连接板上,且沿其周向间隔设置有若干个通孔;所述通孔靠近所述支座连接板边缘。Preferably, a plurality of through holes are arranged on the support connecting plate and spaced along its circumferential direction; the through holes are close to the edge of the support connecting plate.

优选地,所述调节组件包括若干组双头螺柱以及与所述双头螺柱相匹配的若干对螺母;所述双头螺柱贯穿所述通孔,并在所述双头螺柱的两端上分别旋入所述螺母;调节所述螺母,以调节所述支座连接板与所述预埋板之间的高度,释放所述支座本体的竖直方向几何误差以及转角的几何误差;Preferably, the adjustment assembly includes several sets of studs and several pairs of nuts matching the studs; the studs pass through the through holes, and are located at the ends of the studs. The nuts are screwed into the two ends respectively; the nuts are adjusted to adjust the height between the support connecting plate and the pre-embedded plate, so as to release the geometric error in the vertical direction of the support body and the geometry of the corners error;

所述双头螺柱能够在所述预埋板上水平滑动,以释放所述支座本体的水平方向的几何误差。The double-ended stud can slide horizontally on the embedded plate to release the geometric error in the horizontal direction of the support body.

优选地,还包括:若干对垫片,每一对垫片中的每一垫片套设在所述双头螺柱上,且对应的位于所述支座连接板与所述螺母之间。Preferably, the method further includes: a plurality of pairs of spacers, each spacer in each pair of spacers is sleeved on the double-ended stud, and is correspondingly located between the support connecting plate and the nut.

优选地,所述预埋板的平面面积大于所述支座连接板的平面面积。Preferably, the plane area of the embedded board is larger than the plane area of the support connecting plate.

优选地,所述固定件为若干个固定侧板,其位于所述预埋板上且环绕所述支座连接板的边缘设置,与所述支座连接板和所述预埋板构成一空腔,使得位于所述支座连接板下方的部分双头螺柱,以及位于该双头螺柱上的螺母和垫片位于所述空腔内。Preferably, the fixing member is a plurality of fixing side plates, which are located on the embedded plate and are arranged around the edge of the support connecting plate, and form a cavity with the support connecting plate and the embedded plate , so that part of the double-ended stud located under the support connecting plate, and the nut and washer located on the double-ended stud are located in the cavity.

优选地,所述支座连接板上还开设有若干个浇筑孔,每一所述浇筑孔用于向所述空腔内浇筑无收缩混凝土。Preferably, a plurality of pouring holes are also opened on the support connecting plate, and each of the pouring holes is used for pouring non-shrinkage concrete into the cavity.

优选地,还包括:若干个锚筋和抗剪键;每一所述锚筋和所述抗剪键位于所述预埋板下方,且与所述预埋板固定连接。Preferably, it also includes: a plurality of anchor bars and shear keys; each of the anchor bars and the shear keys is located under the embedded board and is fixedly connected to the embedded board.

优选地,每一所述锚筋和所述抗剪键固定于所述混凝土基础内部,所述预埋板位于所述混凝土基础内部,且其上表面与所述混凝土基础表面齐平。Preferably, each of the anchor bars and the shear key is fixed inside the concrete foundation, the pre-embedded slab is located inside the concrete foundation, and its upper surface is flush with the surface of the concrete foundation.

优选地,所述支座连接板呈矩形时,所述双头螺柱的数量为四个,所述螺母的数量对应为四对,所述垫片的数量对应为四对,四个双头螺柱分别位于所述支座连接板的四个内角上。Preferably, when the support connecting plate is rectangular, the number of the double-ended studs is four, the number of the nuts corresponds to four pairs, the number of the gaskets corresponds to four pairs, and four double-ended studs correspond to the number of The studs are respectively located on the four inner corners of the support connecting plate.

另一方面,本实用新型还提供一种木质空间网壳结构,包括:若干个如上文所述的木结构支座节点构造。On the other hand, the present invention also provides a wooden space reticulated shell structure, comprising: a plurality of wooden structure support node structures as described above.

本实用新型与现有技术相比具有以下优点:Compared with the prior art, the utility model has the following advantages:

本实用新型提供一种木结构支座节点构造,包括:木结构支座、调节组件、预埋板、混凝土基础和固定件,所述预埋板与所述混凝土基础固定连接;所述调节组件与所述木结构支座的一端连接并位于所述预埋板上方,用于对所述木结构支座进行调节,以释放木结构支座的几何误差;所述木结构支座与所述预埋板采用所述固定件进行连接固定。由此可知,本实用新型通过其设有的所述调节组件对所述木结构支座进行调节,以释放木结构支座的几何误差,由此可以释放连接有该木结构支座的所述木结构空间网状结构的几何误差,以及内部应力,实现了在对已经拼装成整体的轻型木结构空间网壳结构中的木结构支座的安装过程中可以预先释放掉几何误差,不产生结构内力,提高上述轻型木结构空间网壳结构的受力性能,以及结构牢固性和稳定性的目的。The utility model provides a wooden structure support node structure, comprising: a wooden structure support, an adjustment component, a pre-embedded board, a concrete foundation and a fixing piece, the pre-embedded board is fixedly connected with the concrete foundation; the adjustment component It is connected with one end of the wooden structure support and is located above the embedded board, and is used to adjust the wooden structure support to release the geometric error of the wooden structure support; the wooden structure support and the The embedded board is connected and fixed by the fixing member. It can be seen from this that the present utility model adjusts the wooden structure support through the adjustment component provided with it, so as to release the geometric error of the wooden structure support, thereby releasing the wooden structure support connected to the wooden structure support The geometric error and internal stress of the spatial reticulated structure of the wooden structure realize that the geometric error can be released in advance during the installation process of the wooden structural support in the spatial reticulated shell structure of the light wooden structure that has been assembled as a whole, and no structure is generated. Internal force, improve the mechanical performance of the above-mentioned light wood structure space reticulated shell structure, as well as the purpose of structural firmness and stability.

具体的,本实用新型所提供的所述调节组件包括若干组双头螺柱以及与所述双头螺柱相匹配的若干对螺母;所述双头螺柱贯穿所述通孔,并在所述双头螺柱的两端上分别旋入所述螺母;调节所述螺母,以调节所述支座连接板与所述预埋板之间的高度,释放所述支座本体的竖直方向几何误差以及转角的几何误差;所述双头螺柱能够在所述预埋板上水平滑动,以释放所述支座本体的水平方向的几何误差。由此可知,所述调节组件的结构简单,其节约了建筑成本。Specifically, the adjusting assembly provided by the present invention includes several groups of double-ended studs and several pairs of nuts matched with the double-ended studs; The nuts are respectively screwed into the two ends of the studs; the nuts are adjusted to adjust the height between the support connecting plate and the embedded plate, and release the vertical direction of the support body The geometric error and the geometric error of the turning angle; the double-ended stud can slide horizontally on the embedded plate to release the geometric error in the horizontal direction of the support body. It can be seen from this that the structure of the adjusting assembly is simple, which saves the construction cost.

另一方面,本实用新型还提出一种具有上文所述的木结构支座节点构造的木质空间网壳结构,由此,本实用新型提供的木质空间网壳结构由于包括上文所述的木结构支座节点构造,由此具有上文所述的木结构支座节点构造的所有优点,即通过其设有的所述调节组件对所述木结构支座进行调节,以释放木结构支座的几何误差,由此可以释放连接有该木结构支座的所述木结构空间网状结构的几何误差,以及内部应力,实现了在对已经拼装成整体的轻型木结构空间网壳结构中的木结构支座的安装过程中可以预先释放掉几何误差,不产生结构内力,提高上述轻型木结构空间网壳结构的受力性能,以及结构牢固性和稳定性的目的,并且由于所述调节组件的结构简单,其还节约了建筑成本,且简化了施工过程,提高了施工效率。On the other hand, the present utility model also proposes a wooden space reticulated shell structure with the above-mentioned wooden structure support node structure. Therefore, the wooden space reticulated shell structure provided by the present utility model includes the above-mentioned wooden space reticulated shell structure. The timber structure support node structure thus has all the advantages of the above-mentioned timber structure support node structure, that is, the wooden structure support is adjusted by the adjustment assembly provided therewith to release the wooden structure support The geometric error of the seat can be released, and the geometric error and internal stress of the wood structure space network structure connected with the wood structure support can be released, and the light wood structure space lattice shell structure that has been assembled into a whole can be realized. During the installation process of the wooden structure support, the geometric error can be released in advance, no structural internal force is generated, and the mechanical performance of the above-mentioned light wooden structure space lattice shell structure can be improved, as well as the purpose of structural firmness and stability, and due to the adjustment The structure of the assembly is simple, which also saves the construction cost, simplifies the construction process, and improves the construction efficiency.

附图说明Description of drawings

图1为本实用新型一实施例提供的木结构支座节点构造的剖面结构示意图;Fig. 1 is a cross-sectional structural schematic diagram of a wood structure support node structure provided by an embodiment of the present utility model;

图2为本实用新型一实施例提供的木结构支座节点构造的俯视示意图;FIG. 2 is a schematic top view of the joint structure of a wooden structure support provided by an embodiment of the present utility model;

图3为本实用新型一实施例提供的木结构支座节点构造的爆炸图;FIG. 3 is an exploded view of the structure of a wooden structure support node provided by an embodiment of the present utility model;

图4为本实用新型一实施例提供的木结构支座节点构造经调节后的立体结构示意图;FIG. 4 is a three-dimensional schematic diagram of the adjusted wooden structure support node structure provided by an embodiment of the present utility model;

图5为本实用新型一实施例提供的木结构支座节点构造的立体结构示意图。FIG. 5 is a schematic three-dimensional structural diagram of a wooden structure support node structure provided by an embodiment of the present invention.

附图标记说明:Description of reference numbers:

100-木杆件;200-支座本体;201-支座连接板;301-第一螺母;302-第一垫片;303-螺杆;304-第二垫片;306-第二螺母;305-通孔;400-预埋板;401-锚筋;402-抗剪键;500-混凝土基础;600-固定侧板。100-wood rod; 200-support body; 201-support connecting plate; 301-first nut; 302-first washer; 303-screw; 304-second washer; 306-second nut; 305 -Through hole; 400-Embedded plate; 401-Anchor bar; 402-Shear key; 500-Concrete foundation; 600-Fixed side plate.

具体实施方式Detailed ways

以下结合附图1至5和具体实施方式对本实用新型提供的一种木质空间网壳结构及木结构支座节点构造作进一步详细说明。根据下面说明,本实用新型的优点和特征将更清楚。需要说明的是,附图采用非常简化的形式且均使用非精准的比例,仅用以方便、明晰地辅助说明本实用新型实施方式的目的。为了使本实用新型的目的、特征和优点能够更加明显易懂,请参阅附图。须知,本说明书所附图式所绘示的结构、比例、大小等,均仅用以配合说明书所揭示的内容,以供熟悉此技术的人士了解与阅读,并非用以限定本实用新型实施的限定条件,故不具技术上的实质意义,任何结构的修饰、比例关系的改变或大小的调整,在不影响本实用新型所能产生的功效及所能达成的目的下,均应仍落在本实用新型所揭示的技术内容能涵盖的范围内。A wood space reticulated shell structure and a wood structure support node structure provided by the present invention will be further described in detail below with reference to the accompanying drawings 1 to 5 and the specific embodiments. The advantages and features of the present invention will become more apparent from the following description. It should be noted that the accompanying drawings are in a very simplified form and all use inaccurate scales, and are only used to facilitate and clearly assist the purpose of explaining the embodiments of the present invention. For the purpose, features and advantages of the present invention to be more clearly understood, please refer to the accompanying drawings. It should be noted that the structures, proportions, sizes, etc. shown in the accompanying drawings in this specification are only used to cooperate with the contents disclosed in the specification, so as to be understood and read by those who are familiar with this technology, and are not used to limit the implementation of the present invention. Restricted conditions, it does not have technical substantive significance, any modification of structure, change of proportional relationship or adjustment of size, without affecting the effect that the present utility model can produce and the purpose that can be achieved, should still fall within the scope of the present invention. The technical content disclosed by the utility model can be covered within the scope.

需要说明的是,在本文中,诸如第一和第二等之类的关系术语仅仅用来将一个实体或者操作与另一个实体或操作区分开来,而不一定要求或者暗示这些实体或操作之间存在任何这种实际的关系或者顺序。而且,术语“包括”、“包含”或者其任何其他变体意在涵盖非排他性的包含,从而使得包括一系列要素的过程、方法、物品或者设备不仅包括那些要素,而且还包括没有明确列出的其他要素,或者是还包括为这种过程、方法、物品或者设备所固有的要素。在没有更多限制的情况下,由语句“包括一个……”限定的要素,并不排除在包括所述要素的过程、方法、物品或者设备中还存在另外的相同要素。It should be noted that, in this document, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any relationship between these entities or operations. any such actual relationship or sequence exists. Moreover, the terms "comprising", "comprising" or any other variation thereof are intended to encompass a non-exclusive inclusion such that a process, method, article or device that includes a list of elements includes not only those elements, but also includes not explicitly listed or other elements inherent to such a process, method, article or apparatus. Without further limitation, an element qualified by the phrase "comprising a..." does not preclude the presence of additional identical elements in a process, method, article or apparatus that includes the element.

在本实用新型的描述中,需要理解的是,术语“中心”、“纵向”、“横向”、“长度”、“宽度”、“厚度”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”、“轴向”、“径向”、“周向”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本实用新型的限制。In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "Back", "Left", "Right", "Vertical", "Horizontal", "Top", "Bottom", "Inner", "Outer", "Axial", "Radial", "Circumferential" The orientation or positional relationship indicated by "" etc. is based on the orientation or positional relationship shown in the accompanying drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the indicated device or element must have a specific orientation, so as to The specific orientation configuration and operation is therefore not to be construed as a limitation of the present invention.

在本实用新型的描述中,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”、“固定”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或成一体;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通或两个元件的相互作用关系。对于本领域的普通技术人员而言,可以具体情况理解上述术语在本实用新型中的具体含义。In the description of the present invention, unless otherwise expressly specified and limited, the terms "installed", "connected", "connected" and "fixed" should be understood in a broad sense, for example, it may be a fixed connection or a detachable connection Connection, or integration; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, and it can be the internal communication between the two elements or the interaction relationship between the two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood in specific situations.

在本实用新型中,除非另有明确的规定和限定,第一特征在第二特征之“上”或之“下”可以包括第一和第二特征直接接触,也可以包括第一和第二特征不是直接接触而是通过它们之间的另外的特征接触。而且,第一特征在第二特征“之上”、“上方”和“上面”包括第一特征在第二特征正上方和斜上方,或仅仅表示第一特征水平高度高于第二特征。第一特征在第二特征“之下”、“下方”和“下面”包括第一特征在第二特征正下方和斜下方,或仅仅表示第一特征水平高度小于第二特征。In the present invention, unless otherwise expressly specified and limited, a first feature "on" or "under" a second feature may include the first and second features in direct contact, or may include the first and second features The features are not in direct contact but through additional features between them. Also, the first feature being "above", "over" and "above" the second feature includes the first feature being directly above and obliquely above the second feature, or simply means that the first feature is level higher than the second feature. The first feature is "below", "below" and "below" the second feature includes the first feature being directly below and diagonally below the second feature, or simply means that the first feature has a lower level than the second feature.

承如背景技术所述,木质空间网壳结构中的轻型木结构空间网壳结构跨度大、重量小,经常在拼装成整体后,采用现场吊装的方式进行安装;但由于该轻型木结构空间网壳结构中所述木杆件数量多,且形体复杂,由此会存在加工误差和拼装误差,容易在木结构支座部位存在几何误差的积累的问题,并且,若上述几何误差不经释放强行将木结构支座部分进行安装,则这种强制位移在上述轻型木结构空间网壳结构的超静定约束下会造成初始内力,从而导致影响上述轻型木结构空间网壳结构受力性能的问题。As mentioned in the background art, the light-weight wooden space lattice shell structure in the wooden space lattice shell structure has a large span and a small weight, and is often installed by on-site hoisting after being assembled into a whole; The number of the wooden rods in the shell structure is large and the shape is complex, so there will be processing errors and assembly errors, and it is easy to have the problem of accumulation of geometric errors in the support parts of the wooden structure. If the supporting part of the wooden structure is installed, the forced displacement will cause initial internal force under the statically indeterminate constraint of the above-mentioned light-duty wooden spatial reticulated shell structure, which will lead to problems affecting the mechanical performance of the above-mentioned light-duty wooden spatial reticulated shell structure. .

为了解决上述问题,本实用新型的核心思想在于提供一种木质空间网壳结构及木结构支座节点构造,用以实现在对已经拼装成整体的轻型木结构空间网壳结构中的木结构支座的安装过程中可以预先释放掉几何误差,不产生结构内力,提高上述轻型木结构空间网壳结构的受力性能,以及结构牢固性和稳定性的目的。In order to solve the above problems, the core idea of the present utility model is to provide a wooden space reticulated shell structure and a wooden structure support node structure, so as to realize the wooden structure support in the light-weight wooden structure space reticulated shell structure that has been assembled into a whole. During the installation process of the seat, the geometric error can be released in advance, no structural internal force is generated, and the mechanical performance of the above-mentioned light wood structure space lattice shell structure can be improved, as well as the purpose of structural firmness and stability.

具体的,结合图1~图5所示,本实施例提供一种木结构支座节点构造,包括:木结构支座(图中未标号)、调节组件(图中未标号)、预埋板400、混凝土基础500和固定件600,所述预埋板400与所述混凝土基础500固定连接;所述调节组件与所述木结构支座的一端连接并位于所述预埋板400上方,用于对所述木结构支座进行调节,以释放木结构支座的几何误差;所述木结构支座与所述预埋板400采用所述固定件600进行连接固定。Specifically, with reference to FIGS. 1 to 5 , this embodiment provides a wood structure support node structure, including: a wood structure support (not numbered in the figure), an adjustment component (not numbered in the figure), and a pre-embedded board 400, a concrete foundation 500 and a fixing member 600, the pre-embedded plate 400 is fixedly connected to the concrete foundation 500; the adjustment component is connected to one end of the wooden structure support and is located above the pre-embedded plate 400, using The wooden structure support is adjusted to release the geometric error of the wooden structure support; the wooden structure support and the embedded board 400 are connected and fixed by the fixing member 600 .

由此可知,本实用新型通过其设有的所述调节组件对所述木结构支座进行调节,以释放木结构支座的几何误差,由此可以释放连接有该木结构支座的所述木结构空间网状结构的几何误差,以及内部应力,实现了在对已经拼装成整体的轻型木结构空间网壳结构中的木结构支座的安装过程中可以预先释放掉几何误差,不产生结构内力,提高上述轻型木结构空间网壳结构的受力性能,以及结构牢固性和稳定性的目的。It can be seen from this that the present invention adjusts the wooden structure support through the adjustment component provided with it, so as to release the geometric error of the wooden structure support, thereby releasing the wooden structure support connected to the wooden structure support. The geometric error and internal stress of the spatial reticulated structure of the wooden structure realize that the geometric error can be released in advance during the installation of the wooden support in the spatial reticulated shell structure of the light wooden structure that has been assembled as a whole, and no structure is generated. Internal force, improve the mechanical performance of the above-mentioned light wood structure space reticulated shell structure, as well as the purpose of structural firmness and stability.

进一步的,所述木结构支座包括支座本体200和与所述支座本体200的一端连接的支座连接板201;所述支座本体200的另一端连接有木杆件100;所述调节组件设置在所述支座连接板201上。在本实施例中,所述支座本体200可以是方钢管,或者是其他可以与所述木杆件100进行固定连接的其他部件,本实用新型不对其进行过多限制。所述支座本体200与所述支座连接板201之间具有夹角,其夹角范围可以为大于0度,但小于90度。所述支座本体200还可以与所述支座连接板201一体化设计,其有助于简化现场施工过程,提高施工效率。Further, the wooden structure support includes a support body 200 and a support connecting plate 201 connected with one end of the support body 200; the other end of the support body 200 is connected with a wooden rod 100; the The adjustment assembly is arranged on the support connecting plate 201 . In this embodiment, the support body 200 may be a square steel pipe, or other components that can be fixedly connected with the wooden pole piece 100 , which is not limited in the present invention. There is an included angle between the support body 200 and the support connecting plate 201 , and the included angle range may be greater than 0 degrees but less than 90 degrees. The support body 200 can also be designed in an integrated manner with the support connecting plate 201, which helps to simplify the on-site construction process and improve the construction efficiency.

在本实施例中,所述木杆件100可以是胶合木杆(胶合木梁),其在出厂前已经安装在所述方钢管上了,由此其进一步提高了施工效率。In this embodiment, the wooden pole piece 100 may be a glulam pole (glue wood beam), which has been installed on the square steel pipe before leaving the factory, thereby further improving the construction efficiency.

进一步的,在所述支座连接板201上,且沿其周向间隔设置有若干个通孔305;所述通孔305靠近所述支座连接板205边缘。由此,本实用新型通过将通孔305间隔设置在所述支座连接板201上,且使得所述通孔305靠近所述支座连接板205边缘,由此后续在所述通孔305内部安装所述调节组件时,方便采用调节组件对所述支座连接板201连同所述支座本体200进行高度、角度或坐标位置的调节,以实现释放几何误差的目的。Further, a plurality of through holes 305 are arranged on the support connecting plate 201 and spaced along the circumferential direction thereof; the through holes 305 are close to the edge of the support connecting plate 205 . Therefore, in the present invention, the through holes 305 are arranged on the support connecting plate 201 at intervals, and the through holes 305 are close to the edge of the support connecting plate 205 , so that the through holes 305 are subsequently located inside the through holes 305 . When installing the adjusting assembly, it is convenient to use the adjusting assembly to adjust the height, angle or coordinate position of the support connecting plate 201 together with the support body 200, so as to achieve the purpose of releasing geometric errors.

进一步的,所述调节组件包括若干组双头螺柱303以及与所述双头螺柱303相匹配的若干对螺母(每一对螺母包括第一螺母301和第二螺母306,所述第一螺母301位于所述支座连接板201上方,所述第二螺母306位于所述支座连接板201下方);所述双头螺柱303贯穿所述通孔305,并在所述双头螺柱303的两端上分别旋入所述螺母;调节所述螺母(包括第一螺母301和第二螺母306),以调节所述支座连接板201与所述预埋板400之间的高度,释放所述支座本体200的竖直方向几何误差以及转角的几何误差;Further, the adjustment assembly includes several sets of double-ended studs 303 and several pairs of nuts matched with the double-ended studs 303 (each pair of nuts includes a first nut 301 and a second nut 306, the first The nut 301 is located above the support connecting plate 201, and the second nut 306 is located below the support connecting plate 201); The nuts are screwed into the two ends of the column 303 respectively; the nuts (including the first nut 301 and the second nut 306) are adjusted to adjust the height between the support connecting plate 201 and the embedded plate 400 , release the geometric error of the vertical direction of the support body 200 and the geometric error of the rotation angle;

由于所述双头螺柱303的端部光滑,使所述双头螺柱303能够在或容易在所述预埋板400上水平滑动,以释放所述支座本体200的水平方向的几何误差。由此可知,本实施例所提供的所述调节组件具有结构简单,节约了建筑成本的优点。Since the ends of the studs 303 are smooth, the studs 303 can slide horizontally or easily on the embedded plate 400 , so as to release geometric errors in the horizontal direction of the support body 200 . It can be seen from this that the adjusting assembly provided in this embodiment has the advantages of simple structure and reduced construction cost.

优选地,还包括:若干对垫片(每一对垫片包括一第一垫片302和一第二垫片304),每一对垫片中的每一垫片套设在所述双头螺柱303上,且对应的位于所述支座连接板201与所述螺母之间。具体的,所述第一垫片302位于所述第一螺母301与所述支座连接板201上表面之间,通过所述第一螺母301和所述第二螺母306配合使得其被压接在所述支座连接板201上。所述第二垫片304位于所述第二螺母306与所述支座连接板201下表面之间,通过所述第二螺母306和所述第一螺母301配合使得其被压接在所述支座连接板201上。在本实施例中,所述螺母、垫片以及双头螺柱之间的连接方式与现有的连接方式相同,在此不再赘述。Preferably, it also includes: several pairs of spacers (each pair of spacers includes a first spacer 302 and a second spacer 304), each spacer in each pair of spacers is sleeved on the double head The studs 303 are correspondingly located between the support connecting plate 201 and the nuts. Specifically, the first washer 302 is located between the first nut 301 and the upper surface of the support connecting plate 201, and the first nut 301 and the second nut 306 cooperate to make them crimped on the support connecting plate 201 . The second washer 304 is located between the second nut 306 and the lower surface of the support connecting plate 201, and the second nut 306 cooperates with the first nut 301 so that it is crimped on the on the support connecting plate 201 . In this embodiment, the connection mode between the nut, the washer and the double-ended stud is the same as the existing connection mode, which will not be repeated here.

优选地,在本实施例中,所述支座连接板201呈矩形,所述双头螺柱303的数量为四个,所述螺母的数量对应为四对,所述垫片的数量对应为四对,四个双头螺柱303分别位于所述支座连接板201的四个内角上。由此可知,所述调节组件的结构简单,其可以节约建筑成本。且在后续对所述支座连接板201连同支座本体200一起被调节时,仅需要调节上述四对螺母即可实现对所述支座连接板201连同支座本体200的调节,使其释放几何误差,使得后续连接的整体的轻型木结构网壳结构内部不产生内部应力,提高其受力性能,即其建筑的牢固性或稳固性。Preferably, in this embodiment, the support connecting plate 201 is rectangular, the number of the studs 303 is four, the number of the nuts is corresponding to four pairs, and the number of the washers is corresponding to Four pairs, four studs 303 are respectively located on the four inner corners of the support connecting plate 201 . It can be seen from this that the structure of the adjusting assembly is simple, and the construction cost can be saved. And when the support connecting plate 201 and the support body 200 are adjusted subsequently, it is only necessary to adjust the above four pairs of nuts to realize the adjustment of the support connecting plate 201 and the support body 200 to release them. The geometric error makes the subsequent connection of the overall light wood structure reticulated shell structure not generate internal stress, and improves its mechanical performance, that is, the firmness or stability of its building.

优选地,所述预埋板400的平面面积大于所述支座连接板201的平面面积。由此由于所述预埋板400的平面面积大于所述支座连接板201的平面面积,使得所述支座连接板201可以在所述预埋板400的平面内进行水平移动,由此调节其支座连接板201或支座本体200的坐标位置,用以实现其在水平方向上的水平向几何误差。Preferably, the plane area of the embedded board 400 is larger than the plane area of the support connecting plate 201 . Therefore, since the plane area of the embedded plate 400 is larger than the plane area of the support connecting plate 201 , the support connecting plate 201 can move horizontally in the plane of the embedded plate 400 , thereby adjusting The coordinate position of the support connecting plate 201 or the support body 200 is used to realize the horizontal geometric error in the horizontal direction.

优选地,所述固定件600为若干个固定侧板,其个数或形状可以根据支座连接板201的形状进行确定,即可根据实际需要进行确定,在本实施例中,所述支座连接板201的形状为矩形,由此所述固定侧板的个数可以为4个。所述固定侧板位于所述预埋板400上且环绕所述支座连接板201的边缘设置,与所述支座连接板201和所述预埋板400构成一空腔,使得位于所述支座连接板201下方的部分双头螺柱303,以及位于该双头螺柱303上的螺母(第二螺母306)和垫片(第二垫片304)位于所述空腔内。Preferably, the fixing member 600 is a plurality of fixed side plates, the number or shape of which can be determined according to the shape of the support connecting plate 201, that is, can be determined according to actual needs. In this embodiment, the support The shape of the connecting plate 201 is a rectangle, so the number of the fixed side plates can be four. The fixed side plate is located on the embedded plate 400 and is arranged around the edge of the support connecting plate 201, and forms a cavity with the support connecting plate 201 and the embedded plate 400, so that the fixed side plate is located on the support connecting plate 201 and the embedded plate 400. Part of the studs 303 below the seat connecting plate 201, as well as nuts (second nuts 306) and washers (second washers 304) on the studs 303 are located in the cavity.

优选地,所述支座连接板201上还开设有若干个浇筑孔(图中未示出),每一所述浇筑孔用于向所述空腔内浇筑无收缩混凝土。由此,由于无收缩混凝土的存在提高了该木结构支座节点构造的稳固性,以及其受力性能。Preferably, the support connecting plate 201 is also provided with a number of pouring holes (not shown in the figure), and each of the pouring holes is used for pouring non-shrinkage concrete into the cavity. Therefore, the stability of the joint structure of the wooden structure support and its mechanical performance are improved due to the existence of non-shrinkage concrete.

进一步的,本实施例所提供的木结构支座节点构造还包括:若干个锚筋401和抗剪键402;每一所述锚筋401和所述抗剪键402位于所述预埋板400下方,且与所述预埋板400固定连接。在本实施例中,所述锚筋401的个数可以为四个,所述抗剪键402的个数可以为一个,所述抗剪键402靠近所述预埋板400的中心设置,所述锚筋401环绕所述抗剪键402间隔设置。应该理解的是,所述锚筋401的个数以及所述抗剪键402的个数可以根据实际应用进行适当确定。Further, the wooden structure support node structure provided in this embodiment further includes: several anchor bars 401 and shear keys 402; each of the anchor bars 401 and the shear keys 402 is located on the embedded board 400 below, and is fixedly connected with the embedded board 400 . In this embodiment, the number of the anchor bars 401 may be four, the number of the shear key 402 may be one, and the shear key 402 is disposed close to the center of the embedded board 400, so The anchor bars 401 are arranged around the shear key 402 at intervals. It should be understood that the number of the anchor bars 401 and the number of the shear keys 402 can be appropriately determined according to practical applications.

优选地,每一所述锚筋401和所述抗剪键402固定于所述混凝土基础500内部,所述预埋板400位于所述混凝土基础500内部,且其上表面与所述混凝土基础500的上表面齐平。Preferably, each of the anchor bars 401 and the shear key 402 is fixed inside the concrete foundation 500 , the embedded plate 400 is located inside the concrete foundation 500 , and its upper surface is connected to the concrete foundation 500 . the top surface is flush.

在本实施例中,预埋含有锚筋401和抗剪键402的预埋板400,之后在混凝土基础500浇筑时,实现将所述混凝土基础500与所述预埋板400的连接固定。In this embodiment, the embedded slab 400 containing anchor bars 401 and shear keys 402 is embedded, and then the concrete foundation 500 and the embedded slab 400 are connected and fixed when the concrete foundation 500 is poured.

另一方面,基于同一发明构思,本实用新型还提供一种木质空间网壳结构,包括:若干个如上文所述的木结构支座节点构造。在本实施例中,所述木质空间网壳结构的类型可以为轻型木结构空间网壳结构。On the other hand, based on the same inventive concept, the present invention also provides a wooden space reticulated shell structure, which includes: a plurality of wooden structure support node structures as described above. In this embodiment, the type of the wooden space reticulated shell structure may be a light-weight wooden structure space reticulated shell structure.

由此,本实用新型提供的木质空间网壳结构由于包括上文所述的木结构支座节点构造,由此具有上文所述的木结构支座节点构造的所有优点,即通过其设有的所述调节组件对所述木结构支座进行调节,以释放木结构支座的几何误差,由此可以释放连接有该木结构支座的所述木结构空间网状结构的几何误差,以及内部应力,实现了在对已经拼装成整体的轻型木结构空间网壳结构中的木结构支座的安装过程中可以预先释放掉几何误差,不产生结构内力,提高上述轻型木结构空间网壳结构的受力性能,以及结构牢固性和稳定性的目的,并且由于所述调节组件的结构简单,其还节约了建筑成本,且简化了施工过程,提高了施工效率。Therefore, the wooden space reticulated shell structure provided by the present invention has all the advantages of the above-mentioned wooden structure support node structure because it includes the above-mentioned wooden structure support node structure, that is, it is provided with The adjustment component of the wooden structure adjusts the wooden structure support to release the geometric error of the wooden structure support, thereby releasing the geometric error of the wooden structure space network structure connected with the wooden structure support, and The internal stress realizes that the geometric error can be released in advance during the installation of the wooden structure support in the light-weight wooden structure space reticulated shell structure that has been assembled as a whole, and no structural internal force is generated, and the above-mentioned light-weight wooden structure space reticulated shell structure can be improved. It also saves the construction cost, simplifies the construction process, and improves the construction efficiency due to the simple structure of the adjusting assembly.

再一方面,本实用新型通过以下方法实现对一种木结构支座节点构造的安装,该安装方法包括:提供如上文所述的木结构支座节点构造;In yet another aspect, the present invention realizes the installation of a wood structure support node structure through the following method, the installation method comprising: providing the wood structure support node structure as described above;

将所述调节组件中的所有双头螺柱安装在所述支座连接板中;installing all studs in the adjustment assembly in the support connection plate;

在每一所述双头螺柱的两端均拧入螺母;Nuts are screwed into both ends of each of the studs;

将所述支座连接板放置在所述预埋板上;placing the support connection board on the embedded board;

调节每一所述双头螺栓在所述支座连接板上下表面的所述螺母,以调节所述支座连接板与所述预埋板之间的高度,使得所述调节组件中至少有三个双头螺柱的一端与所述预埋板接触;Adjust the nut on the upper and lower surfaces of each of the stud bolts on the upper and lower surfaces of the support connecting plate to adjust the height between the support connecting plate and the pre-embedded plate, so that there are at least three adjustment components in the One end of the stud is in contact with the embedded board;

使得所述支座本体的中分线与所述预埋板支架的夹角满足预设值;so that the included angle between the center line of the support body and the pre-embedded plate support meets a preset value;

使得所述支座本体的标高满足预设值,释放所述支座本体的在竖直方向几何误差以及转角的几何误差;以及Make the elevation of the support body meet the preset value, release the geometric error of the support body in the vertical direction and the geometric error of the corner; and

调节所述双头螺柱在所述预埋板上水平滑动,使得所述支座连接板在所述预埋板上的预设位置处,以释放所述支座本体的在水平方向的几何误差;Adjust the horizontal sliding of the studs on the embedded board, so that the support connecting plate is at a preset position on the embedded board, so as to release the geometry of the support body in the horizontal direction error;

拧紧所述螺母以固定所述双头螺柱;tightening the nut to secure the stud;

依次在所述支座连接板的外侧围焊所述固定侧板,The fixed side plates are welded around the outer side of the support connecting plate in sequence,

同时将所述固定侧板底部与所述预埋板进行焊接固定,以形成所述空腔;At the same time, the bottom of the fixed side plate and the embedded plate are welded and fixed to form the cavity;

并在所述空腔内浇筑无收缩混凝土,从而实现所述木结构支座节点构造的调节和固定。And non-shrinkage concrete is poured in the cavity, so as to realize the adjustment and fixation of the joint structure of the wooden structure support.

上述仅为本实用新型的优选实施例而已,并不对本实用新型起到任何限制作用。任何所属技术领域的技术人员,在不脱离本实用新型的技术方案的范围内,对本实用新型揭露的技术方案和技术内容做任何形式的等同替换或修改等变动,均属未脱离本实用新型的技术方案的内容,仍属于本实用新型的保护范围之内。The above are only the preferred embodiments of the present invention, and do not have any limiting effect on the present invention. Any person skilled in the art, without departing from the scope of the technical solution of the present invention, makes any form of equivalent replacement or modification to the technical solution and technical content disclosed by the present invention. The content of the technical solution still falls within the protection scope of the present invention.

Claims (12)

1. A timber structure support node construction, comprising: the device comprises a wood structure support, an adjusting assembly, an embedded plate, a concrete foundation and a fixing piece, wherein the embedded plate is fixedly connected with the concrete foundation; the adjusting assembly is connected with one end of the wood structure support and is positioned above the embedded plate, and is used for adjusting the wood structure support so as to release the geometric error of the wood structure support; the wood structure support and the embedded plate are connected and fixed through the fixing piece.
2. The wood structure bearer node construction of claim 1, wherein the wood structure bearer comprises a bearer body and a bearer connection plate connected to one end of the bearer body; the other end of the support body is connected with a wood rod piece; the adjusting assembly is arranged on the support connecting plate.
3. Wood structural support node construction according to claim 2,
a plurality of through holes are formed in the support connecting plate at intervals along the circumferential direction of the support connecting plate; the through hole is close to the edge of the support connecting plate.
4. Wood structural support node construction according to claim 3,
the adjusting component comprises a plurality of groups of double-end studs and a plurality of pairs of nuts matched with the double-end studs; the stud penetrates through the through hole, and the nuts are screwed into two ends of the stud respectively; adjusting the nut to adjust the height between the support connecting plate and the embedded plate and release the geometric error of the support body in the vertical direction and the geometric error of the corner;
the stud can horizontally slide on the embedded plate to release the geometric error of the support body in the horizontal direction.
5. The wood-structure carrier-node construction of claim 4, further comprising: each gasket of each pair of gaskets is sleeved on the stud and is correspondingly positioned between the support connecting plate and the nut.
6. The wood structure bearer node construction of claim 5, wherein a planar area of the embedment plate is greater than a planar area of the bearer connection plate.
7. The wood structure support node construction of claim 6, wherein the fixing member is a plurality of fixing side plates disposed on the embedment plate and around an edge of the support connection plate, forming a cavity with the support connection plate and the embedment plate such that a portion of the stud bolt located below the support connection plate, and a nut and a washer located on the stud bolt are located in the cavity.
8. The timber structure support node construction of claim 7, wherein the support connection plate further comprises a plurality of casting holes, each casting hole being adapted to cast non-shrink concrete into the cavity.
9. The wood-structure carrier-node construction of claim 8, further comprising: a plurality of anchor bars and shear keys; each anchor bar and the shear key are positioned below the embedded plate and fixedly connected with the embedded plate.
10. The wood structure carrier node construction of claim 9, wherein each of the anchor bars and the shear keys is fixed inside the concrete foundation, and the embedment plate is located inside the concrete foundation with an upper surface thereof being flush with a surface of the concrete foundation.
11. The wood structure support node construction of claim 10, wherein when the support web is rectangular, the number of studs is four, the number of nuts is four, the number of spacers is four, and four studs are located on four inner corners of the support web.
12. A wooden space latticed shell structure, comprising: a number of timber structure support node constructions according to any of claims 1-11.
CN201921688355.9U 2019-10-10 2019-10-10 Wooden space latticed shell structure and wooden structure support joint structure Active CN211143449U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110593479A (en) * 2019-10-10 2019-12-20 上海建筑设计研究院有限公司 Wooden space reticulated shell structure, wood structure support node structure and installation method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110593479A (en) * 2019-10-10 2019-12-20 上海建筑设计研究院有限公司 Wooden space reticulated shell structure, wood structure support node structure and installation method

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