CN205024676U - Civil engineering composite pile - Google Patents
Civil engineering composite pile Download PDFInfo
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- CN205024676U CN205024676U CN201520416026.4U CN201520416026U CN205024676U CN 205024676 U CN205024676 U CN 205024676U CN 201520416026 U CN201520416026 U CN 201520416026U CN 205024676 U CN205024676 U CN 205024676U
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- 239000002131 composite material Substances 0.000 title claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 50
- 239000010959 steel Substances 0.000 claims abstract description 50
- 239000004567 concrete Substances 0.000 claims abstract description 8
- 125000006850 spacer group Chemical group 0.000 claims 2
- 238000009434 installation Methods 0.000 abstract description 4
- 239000004568 cement Substances 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 230000008092 positive effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
本实用新型公开了一种土木工程组合桩,固定框设置在混凝土板下方,钢筋一设置在固定框内部,填充层一设置在固定框内部,钢板架设置在固定框下部,限位头设置在钢板架下部,下桩体设置在桩身下部,钢筋二设置在桩身内部,限位台设置在下桩体上,填充层二设置在桩身内部;本实用新型通过固定框和桩身组合连接,且在固定框下部设置有钢板架,钢板架在进行安装后向外挤压,能够承受更大的承载要求。本实用新型还采用两短桩一长桩比例组合,短桩组合能够满足承载要求,长桩组合能满足变形要求。本实用新型提供了一种结构合理、更加牢固、承载力更大、节约成本,且固定框与桩身中心误差小的土木工程组合桩。
The utility model discloses a civil engineering composite pile. The fixed frame is arranged under the concrete slab, the steel bar is arranged inside the fixed frame, the filling layer is arranged inside the fixed frame, the steel plate frame is arranged at the lower part of the fixed frame, and the limit head is arranged at the bottom of the fixed frame. The lower part of the steel plate frame, the lower pile body is arranged at the lower part of the pile body, the second steel bar is arranged inside the pile body, the limit platform is arranged on the lower pile body, and the filling layer two is arranged inside the pile body; the utility model is connected through the combination of the fixed frame and the pile body , and a steel plate frame is provided at the lower part of the fixed frame, and the steel plate frame is extruded outward after installation, which can bear greater load-bearing requirements. The utility model also adopts the ratio combination of two short piles and one long pile, the combination of short piles can meet the bearing requirements, and the combination of long piles can meet the deformation requirements. The utility model provides a civil engineering composite pile with reasonable structure, firmer, larger bearing capacity, cost saving, and small error between the fixing frame and the center of the pile body.
Description
技术领域technical field
本实用新型本属于工程建筑技术领域,尤其涉及一种土木工程组合桩。The utility model belongs to the technical field of engineering construction, in particular to a civil engineering composite pile.
背景技术Background technique
组合桩是目前软基处理的一种有效形式,是以预制的钢筋混凝土桩芯插入水泥搅拌桩内,依靠水泥搅拌桩的夹持力使预制钢筋混凝土桩芯更稳固,目前应用的组合桩均是以直壁的预制钢筋混凝土桩芯插入水泥搅拌桩内,容易导致预制混钢筋凝土桩芯与水泥搅拌桩结合效果不好,影响整体强度。Composite pile is an effective form of soft foundation treatment at present. The prefabricated reinforced concrete pile core is inserted into the cement mixing pile, and the prefabricated reinforced concrete pile core is made more stable by the clamping force of the cement mixing pile. The currently used composite piles are all Inserting the prefabricated reinforced concrete pile core with straight walls into the cement mixing pile will easily lead to poor bonding effect between the prefabricated reinforced concrete pile core and the cement mixing pile, which will affect the overall strength.
发明内容Contents of the invention
本实用新型实施例的目的在于提供一种土木工程组合桩,旨在提供一种结构合理、更加牢固、承载力更大、节约成本,且固定框与桩身中心误差小的土木工程组合桩。The purpose of the embodiment of the utility model is to provide a civil engineering composite pile, aiming to provide a civil engineering composite pile with reasonable structure, firmer, larger bearing capacity, cost saving, and small error between the fixing frame and the center of the pile body.
本实用新型实施例是这样实现的,一种土木工程组合桩,该组合桩包括:混凝土板、固定框、钢筋一、填充层一、钢板架、限位头、桩身、下桩体、钢筋二、限位台、填充层二;The utility model embodiment is achieved in this way, a civil engineering composite pile, the composite pile includes: concrete slab, fixed frame, steel bar 1, filling layer 1, steel plate frame, limit head, pile body, lower pile body, steel bar 2. Limiting platform and filling layer 2;
固定框设置在混凝土板下方,钢筋一设置在固定框内部,填充层一设置在固定框内部,钢板架设置在固定框下部,限位头设置在钢板架下部,下桩体设置在桩身下部,钢筋二设置在桩身内部,限位台设置在下桩体上,填充层二设置在桩身内部;The fixed frame is set under the concrete slab, the steel bar is set inside the fixed frame, the filling layer is set inside the fixed frame, the steel plate frame is set at the bottom of the fixed frame, the limit head is set at the bottom of the steel frame, and the lower pile body is set at the bottom of the pile body , the steel bar 2 is set inside the pile body, the limit platform is set on the lower pile body, and the filling layer 2 is set inside the pile body;
进一步,桩身的宽度和高度与固定框的内孔的高度的宽度相同;Further, the width and height of the pile body are the same as the width of the height of the inner hole of the fixed frame;
进一步,钢板架中间设置有可以旋转的旋转轴,钢板架在正确安装后,限位头能够与限位台挤压接触,将钢板架向外挤压,直至固定框与限位台接触,钢板架与固定框垂直;Further, a rotatable rotating shaft is provided in the middle of the steel frame. After the steel frame is installed correctly, the limit head can be squeezed into contact with the limit platform, and the steel frame can be squeezed outward until the fixed frame contacts the limit platform. The frame is perpendicular to the fixed frame;
进一步,下桩体长度根据建筑的高度不同采用不同的长度,保证建筑的质量;Further, the length of the lower pile body adopts different lengths according to the height of the building to ensure the quality of the building;
进一步,钢筋一和钢筋二环形布置在填充层一和填充层二中部;Further, steel bar 1 and steel bar 2 are annularly arranged in the middle of filling layer 1 and filling layer 2;
进一步,固定框和桩身为圆柱状;Further, the fixed frame and the pile body are cylindrical;
进一步,本实用新型采用两短桩一长桩比例组合,短桩组合能够满足承载要求,长桩组合能满足变形要求,长桩与短桩只是下桩体长度不同,固定框和桩身相同。Further, the utility model adopts the proportion combination of two short piles and one long pile. The short pile combination can meet the bearing requirements, and the long pile combination can meet the deformation requirements. The long pile and the short pile are only different in the length of the lower pile body, and the fixed frame and the pile body are the same.
本实用新型的工作原理、优点和积极效果是:本实用新型通过固定框和桩身组合连接,且在固定框下部设置有钢板架,钢板架在进行安装后向外挤压,能够承受更大的承载要求。本实用新型还采用两短桩一长桩比例组合,短桩组合能够满足承载要求,长桩组合能满足变形要求。本实用新型提供了一种结构合理、更加牢固、承载力更大、节约成本,且固定框与桩身中心误差小的土木工程组合桩。The working principle, advantages and positive effects of the utility model are: the utility model is combined and connected through the fixed frame and the pile body, and a steel plate frame is arranged at the lower part of the fixed frame, and the steel plate frame is extruded outward after installation, and can withstand larger piles. load requirements. The utility model also adopts the ratio combination of two short piles and one long pile, the combination of short piles can meet the bearing requirements, and the combination of long piles can meet the deformation requirements. The utility model provides a civil engineering composite pile with reasonable structure, firmer, larger bearing capacity, cost saving and small error between the fixing frame and the center of the pile body.
附图说明Description of drawings
图1是本实用新型实施例提供的一种土木工程组合桩的结构示意图;Fig. 1 is the structural representation of a kind of civil engineering composite pile provided by the utility model embodiment;
图2是本实用新型实施例提供的一种土木工程组合桩安装后的结构示意图;Fig. 2 is a structural schematic diagram of a civil engineering composite pile provided by the embodiment of the present invention after installation;
图3是本实用新型实施例提供的一种土木工程组合桩施工组合的结构示意图Fig. 3 is a schematic structural view of the construction combination of a civil engineering composite pile provided by the embodiment of the present invention
图中:1、混凝土板;2、固定框;3、钢筋一;4、填充层一;5、钢板架;6、限位头;7、桩身;8、下桩体;9、钢筋二;10、限位台;11、填充层二。In the figure: 1. Concrete slab; 2. Fixed frame; 3. Steel bar 1; 4. Filling layer 1; 5. Steel plate frame; 6. Limit head; 7. Pile body; 8. Lower pile body; ; 10, limit platform; 11, filling layer two.
具体实施方式detailed description
为了使本实用新型的目的、技术方案及优点更加清楚明白,以下结合实施例,对本实用新型进行进一步详细说明。In order to make the purpose, technical solution and advantages of the utility model clearer, the utility model will be further described in detail below in conjunction with the embodiments.
请参阅图1:Please refer to Figure 1:
如图1所示,本实用新型实施例的一种土木工程组合桩,该组合桩包括:混凝土板1、固定框2、钢筋一3、填充层一4、钢板架5、限位头6、桩身7、下桩体8、钢筋二9、限位台10、填充层二11;As shown in Figure 1, a kind of civil engineering composite pile of the utility model embodiment, this composite pile comprises: concrete slab 1, fixed frame 2, steel bar one 3, filling layer one 4, steel plate frame 5, limit head 6, Pile body 7, lower pile body 8, steel bar 2 9, limit platform 10, filling layer 2 11;
固定框2设置在混凝土板1下方,钢筋一3设置在固定框2内部,填充层一4设置在固定框2内部,钢板架5设置在固定框2下部,限位头6设置在钢板架5下部,下桩体8设置在桩身7下部,钢筋二9设置在桩身7内部,限位台10设置在下桩体8上,填充层二11设置在桩身7内部;The fixed frame 2 is set under the concrete slab 1, the steel bar 1 is set inside the fixed frame 2, the filling layer 14 is set inside the fixed frame 2, the steel plate frame 5 is set at the lower part of the fixed frame 2, and the limit head 6 is set on the steel plate frame 5 The lower part, the lower pile body 8 is arranged on the lower part of the pile body 7, the second steel bar 9 is arranged inside the pile body 7, the limit platform 10 is arranged on the lower pile body 8, and the filling layer 2 11 is arranged inside the pile body 7;
进一步,桩身7的宽度和高度与固定框2的内孔的高度的宽度相同;Further, the width and height of the pile body 7 are the same as the width of the height of the inner hole of the fixed frame 2;
进一步,钢板架5中间设置有可以旋转的旋转轴,钢板架5在正确安装后,限位头6能够与限位台10挤压接触,将钢板架5向外挤压,直至固定框2与限位台10接触,钢板架5与固定框2垂直;Further, a rotatable rotating shaft is arranged in the middle of the steel frame 5. After the steel frame 5 is installed correctly, the limit head 6 can be squeezed and contacted with the limit table 10, and the steel frame 5 is squeezed outward until the fixed frame 2 is in contact with the limit table 10. The limit table 10 is in contact, and the steel frame 5 is perpendicular to the fixed frame 2;
进一步,下桩体8长度根据建筑的高度不同采用不同的长度,保证建筑的质量;Further, the length of the lower pile body 8 adopts different lengths according to the height of the building to ensure the quality of the building;
进一步,钢筋一3和钢筋二9环形布置在填充层一和填充层二中部;Further, steel bars 1 3 and steel bars 2 9 are circularly arranged in the middle of filling layer 1 and filling layer 2;
进一步,固定框2和桩身7为圆柱状;Further, the fixed frame 2 and the pile body 7 are cylindrical;
进一步,本实用新型采用两短桩一长桩比例组合,短桩组合能够满足承载要求,长桩组合能满足变形要求,长桩与短桩只是下桩体长度不同,固定框和桩身相同。Further, the utility model adopts the proportion combination of two short piles and one long pile. The combination of short piles can meet the bearing requirements, and the combination of long piles can meet the deformation requirements. The length of the pile body is different between the long pile and the short pile, and the fixed frame and the pile body are the same.
本实用新型的工作原理、优点和积极效果是:本实用新型通过固定框和桩身组合连接,且在固定框下部设置有钢板架,钢板架在进行安装后向外挤压,能够承受更大的承载要求。本实用新型还采用两短桩一长桩比例组合,短桩组合能够满足承载要求,长桩组合能满足变形要求。本实用新型提供了一种结构合理、更加牢固、承载力更大、节约成本,且固定框与桩身中心误差小的土木工程组合桩。The working principle, advantages and positive effects of the utility model are: the utility model is combined and connected through the fixed frame and the pile body, and a steel plate frame is arranged at the lower part of the fixed frame, and the steel plate frame is extruded outward after installation, and can withstand larger piles. load requirements. The utility model also adopts the ratio combination of two short piles and one long pile, the combination of short piles can meet the bearing requirements, and the combination of long piles can meet the deformation requirements. The utility model provides a civil engineering composite pile with reasonable structure, firmer, larger bearing capacity, cost saving and small error between the fixing frame and the center of the pile body.
以上所述仅为本实用新型的较佳实施例而已,并不用以限制本实用新型,凡在本实用新型的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本实用新型的保护范围之内。The above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present utility model shall be included in this utility model. within the scope of protection of utility models.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520416026.4U CN205024676U (en) | 2015-06-16 | 2015-06-16 | Civil engineering composite pile |
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| CN201520416026.4U CN205024676U (en) | 2015-06-16 | 2015-06-16 | Civil engineering composite pile |
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| CN205024676U true CN205024676U (en) | 2016-02-10 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114137089A (en) * | 2021-11-05 | 2022-03-04 | 河北交规院瑞志交通技术咨询有限公司 | Portable defect simulation pile and using method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114137089A (en) * | 2021-11-05 | 2022-03-04 | 河北交规院瑞志交通技术咨询有限公司 | Portable defect simulation pile and using method |
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Granted publication date: 20160210 Termination date: 20160616 |