CN201704697U - Original bamboo building foundation - Google Patents

Original bamboo building foundation Download PDF

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Publication number
CN201704697U
CN201704697U CN2010202436667U CN201020243666U CN201704697U CN 201704697 U CN201704697 U CN 201704697U CN 2010202436667 U CN2010202436667 U CN 2010202436667U CN 201020243666 U CN201020243666 U CN 201020243666U CN 201704697 U CN201704697 U CN 201704697U
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China
Prior art keywords
bamboo
foundation
original
column
building foundation
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Expired - Fee Related
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CN2010202436667U
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Chinese (zh)
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柏文峰
王雅晶
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Kunming University of Science and Technology
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Kunming University of Science and Technology
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Abstract

本实用新型提供一种原竹建筑基础,包括混凝土基础,原竹立柱,其特征在于在混凝土基础与原竹立柱之间设有竖直的PVC管,且PVC管与原竹立柱之间设填充物层。解决了原竹立柱与条形基础连接处不易施工的难题,在简化施工工艺的基础上提高了连接处的节点刚度。同时预埋PVC管的做法,避免了原竹构件在经过钻孔、钉钉等工序后,截面出现的变形、劈裂等破坏,保持了原竹构件的整体性和坚固性。实为一理想的原竹建筑用基础。

The utility model provides a raw bamboo building foundation, which includes a concrete foundation and a raw bamboo column, and is characterized in that a vertical PVC pipe is arranged between the concrete foundation and the raw bamboo column, and a filling object layer. It solves the problem that the connection between the original bamboo column and the strip foundation is not easy to construct, and improves the node stiffness of the connection on the basis of simplifying the construction process. At the same time, the method of pre-embedding PVC pipes avoids the deformation and splitting of the original bamboo components after drilling and nailing processes, and maintains the integrity and firmness of the original bamboo components. In fact, it is an ideal raw bamboo building foundation.

Description

一种原竹建筑基础 A kind of raw bamboo building foundation

技术领域technical field

本实用新型涉及一种建筑基础,特别是一种原竹建筑基础,属于建筑工程技术领域。 The utility model relates to a building foundation, in particular to a raw bamboo building foundation, which belongs to the technical field of building engineering. the

背景技术Background technique

在我国南方的少数民族建筑中,经常可见到用原竹搭建而成的竹楼,竹楼具有结构轻巧、防潮、居住凉爽等优点。在传统的竹楼建造过程中,原竹立柱与地基或楼面梁连接处通常采用钉子连接,由于原竹为空心结构,当钉入钉子后,原竹截面很容易发生变形、劈裂等现象,因此常出现构件连接处刚度不足,或不易连接,或劈裂不能使用,从而造成浪费等问题。如果用带芯柱替换空心竹立柱,虽然一定程度上解决了构件不易连接的问题,但是带芯柱却存在制作工艺复杂、成本高昂,施工效率低下,浪费建筑材料等问题。因此有必要对现有技术加以改进。 In the ethnic minority buildings in southern my country, bamboo buildings made of raw bamboo are often seen. Bamboo buildings have the advantages of light structure, moisture resistance, and cool living. In the construction process of traditional bamboo buildings, nails are usually used to connect the original bamboo columns to the foundation or floor beams. Since the original bamboo is a hollow structure, when the nails are nailed, the original bamboo section is prone to deformation and splitting. , so there are often problems such as insufficient rigidity at the joints of components, or difficult connection, or splitting and unusable, resulting in waste and other problems. If the hollow bamboo column is replaced with a core column, although the problem that the components are not easy to connect is solved to a certain extent, the core column has problems such as complicated manufacturing process, high cost, low construction efficiency, and waste of building materials. Therefore it is necessary to improve the prior art. the

发明内容Contents of the invention

为解决现有竹楼原竹立柱与地基或楼面梁采用钉子连接时所带来的原竹变形以及劈裂而无法使用等问题,本实用新型提供一种原竹建筑基础。 The utility model provides a raw bamboo building foundation in order to solve the problems that the original bamboo is deformed and split and cannot be used when the original bamboo column of the existing bamboo building is connected with the foundation or the floor beam by nails. the

本实用新型通过下列技术方案完成:一种原竹建筑基础,包括混凝土基础,原竹立柱,其特征在于在混凝土基础与原竹立柱之间设有竖直的PVC管,且PVC管与原竹立柱之间设填充物层,以便原竹立柱能稳固地置于PVC管内。 The utility model is completed through the following technical solutions: a raw bamboo building foundation, including a concrete foundation and a raw bamboo column, is characterized in that a vertical PVC pipe is arranged between the concrete foundation and the raw bamboo column, and the PVC pipe and the raw bamboo A filler layer is provided between the columns so that the original bamboo columns can be firmly placed in the PVC pipe. the

所述PVC管与插于其内的原竹立柱间的填充物层设为水泥微胀砂浆层,以便通过水泥微胀砂浆将原竹立柱固定在PVC管内。 The filler layer between the PVC pipe and the original bamboo column inserted therein is set as a cement micro-expansion mortar layer, so that the original bamboo column is fixed in the PVC pipe by the cement micro-expansion mortar. the

所述PVC管管口与原竹立柱间设有竹楔,以便通过竹楔增加原竹立柱与PVC管之间的稳定性。 A bamboo wedge is arranged between the nozzle of the PVC pipe and the original bamboo column, so that the stability between the original bamboo column and the PVC pipe can be increased through the bamboo wedge. the

本实用新型具有下列优点和效果:采用上述方案,解决了原竹立柱与条形基础连接处不易施工的难题,在简化施工工艺的基础上提高了连接处的节点刚度。同时预埋PVC管的做法,避免了原竹构件在经过钻孔、钉钉等工序后,截面出现的变形、劈裂等破坏,保持了原竹构件的整体性和坚固性。实为一理想的原竹建筑用基础。 The utility model has the following advantages and effects: by adopting the above scheme, the difficult problem of difficult construction at the connection between the original bamboo column and the strip foundation is solved, and the node stiffness at the connection is improved on the basis of simplifying the construction process. At the same time, the method of pre-embedding PVC pipes avoids the deformation and splitting of the original bamboo components after drilling and nailing processes, and maintains the integrity and firmness of the original bamboo components. In fact, it is an ideal raw bamboo building foundation. the

附图说明Description of drawings

图1为本实用新型之结构图。 Fig. 1 is a structural diagram of the utility model. the

具体实施方式Detailed ways

下面结合附图对本实用新型做进一步描述,但本实用新型之内容并不局限于此。 The utility model will be further described below in conjunction with the accompanying drawings, but the content of the utility model is not limited thereto. the

本实用新型提供的原竹建筑基础,包括混凝土基础1,原竹立柱3,在混凝土基础1与原竹立柱3之间设有竖直的PVC管5,且PVC管5与原竹立柱3之间填充有水泥微胀砂浆层2,在PVC管5的管口与原竹立柱3之间设有竹楔4。 The original bamboo building foundation provided by the utility model comprises a concrete foundation 1, an original bamboo column 3, a vertical PVC pipe 5 is provided between the concrete foundation 1 and the original bamboo column 3, and the connection between the PVC pipe 5 and the original bamboo column 3 The space is filled with a cement micro-expansion mortar layer 2, and a bamboo wedge 4 is arranged between the nozzle of the PVC pipe 5 and the original bamboo column 3. the

Claims (3)

1. a former bamboo building foundation comprises concrete foundation, and former bamboo column stand is characterized in that being provided with vertical pvc pipe between concrete foundation and former bamboo column stand, and establishes filler layer between pvc pipe and the former bamboo column stand.
2. former bamboo building foundation according to claim 1 is characterized in that described pvc pipe and the filler layer that inserts between former bamboo column stand in it is made as the little bloated screed of cement.
3. former bamboo building foundation according to claim 1 is characterized in that being provided with the bamboo wedge between the mouth of pipe of described pvc pipe and former bamboo column stand.
CN2010202436667U 2010-07-01 2010-07-01 Original bamboo building foundation Expired - Fee Related CN201704697U (en)

Priority Applications (1)

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CN2010202436667U CN201704697U (en) 2010-07-01 2010-07-01 Original bamboo building foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010202436667U CN201704697U (en) 2010-07-01 2010-07-01 Original bamboo building foundation

Publications (1)

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CN201704697U true CN201704697U (en) 2011-01-12

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CN2010202436667U Expired - Fee Related CN201704697U (en) 2010-07-01 2010-07-01 Original bamboo building foundation

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CN (1) CN201704697U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102519793A (en) * 2011-12-29 2012-06-27 昆明理工大学 Diaphragm punching bearing capacity testing method utilizing original-bamboo rod
CN102518133A (en) * 2011-12-15 2012-06-27 昆明理工大学 Pile sinking method for prestress hollow pipe piles by aid of follow-up sleeve
CN108468346A (en) * 2018-05-18 2018-08-31 浙江交工集团股份有限公司 Base-supporting pedestal and its application method for the storage of bridge prefabrication column

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102518133A (en) * 2011-12-15 2012-06-27 昆明理工大学 Pile sinking method for prestress hollow pipe piles by aid of follow-up sleeve
CN102518133B (en) * 2011-12-15 2015-05-20 昆明理工大学 Pile sinking method for prestress hollow pipe piles by aid of follow-up sleeve
CN102519793A (en) * 2011-12-29 2012-06-27 昆明理工大学 Diaphragm punching bearing capacity testing method utilizing original-bamboo rod
CN102519793B (en) * 2011-12-29 2014-09-03 昆明理工大学 Diaphragm punching bearing capacity testing method utilizing original-bamboo rod
CN108468346A (en) * 2018-05-18 2018-08-31 浙江交工集团股份有限公司 Base-supporting pedestal and its application method for the storage of bridge prefabrication column

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110112

Termination date: 20130701