CN206512590U - A kind of assembled hollow steel pipe constrains reinforced column squat pier - Google Patents
A kind of assembled hollow steel pipe constrains reinforced column squat pier Download PDFInfo
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 108
- 239000010959 steel Substances 0.000 title claims abstract description 108
- 239000000463 material Substances 0.000 claims abstract description 26
- 239000004567 concrete Substances 0.000 claims description 73
- 239000011440 grout Substances 0.000 claims description 21
- 239000011796 hollow space material Substances 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 claims description 11
- 210000003205 muscle Anatomy 0.000 claims 4
- 210000005239 tubule Anatomy 0.000 claims 4
- 239000011178 precast concrete Substances 0.000 claims 2
- 230000003014 reinforcing effect Effects 0.000 claims 2
- 238000009955 starching Methods 0.000 claims 2
- 239000011150 reinforced concrete Substances 0.000 abstract description 24
- 238000010276 construction Methods 0.000 abstract description 16
- 230000008901 benefit Effects 0.000 abstract description 8
- 238000005452 bending Methods 0.000 abstract description 4
- 210000000038 chest Anatomy 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
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Abstract
本实用新型提供了一种装配式空心钢管约束钢筋混凝土柱矮墩。装配式空心钢管约束钢筋混凝土独柱矮墩是将空心钢管约束钢筋混凝土短柱在工厂预制并在墩中预留灌浆套筒和墩底凹槽，现场通过耳板和钢板连接，最后通过灌浆连接。本实用新型中的预制空心钢管约束钢筋混凝土圆形柱具有充分利用材料强度，抗火抗震性能好，经济效益好等优点，同时空心钢管约束钢筋混凝土圆形柱可用于更大截面要求的桥梁中，并且相较于空心截面柱能节省材料和提高抗弯及抗扭性能。本实用新型采用装配式结构，具有施工速度快、施工质量高、施工环境改善、劳动条件改善、资源能源节约、成本节约等优点。
The utility model provides an assembled hollow steel pipe restrained reinforced concrete column pier. The prefabricated hollow steel pipe confined reinforced concrete single-column short pier is a hollow steel pipe confined reinforced concrete short column prefabricated in the factory, and grouting sleeves and pier bottom grooves are reserved in the pier, connected by lug plates and steel plates on site, and finally connected by grouting . The prefabricated hollow steel pipe constrained reinforced concrete circular column in the utility model has the advantages of making full use of material strength, good fire and earthquake resistance, and good economic benefits. At the same time, the hollow steel pipe constrained reinforced concrete circular column can be used in bridges with larger cross-section requirements , and compared with hollow section columns, it can save material and improve bending and torsional performance. The utility model adopts an assembled structure, and has the advantages of fast construction speed, high construction quality, improved construction environment, improved working conditions, resource and energy saving, and cost saving.
Description
技术领域technical field
本实用新型属于一种桥梁结构构件，特别涉及装配式空心钢管约束钢筋混凝土独柱矮墩及其安装工艺。The utility model belongs to a bridge structural component, in particular to an assembled hollow steel tube restrained reinforced concrete single-column low pier and an installation process thereof.
背景技术Background technique
钢管约束钢筋混凝土是在薄壁钢管内填充混凝土，钢管不直接承担外部荷载，而主要对核心混凝土起约束作用的一种组合构件。钢管约束钢筋混凝土柱承载力高，抗震和抗火性能优越，能充分利用高强钢材和混凝土的强度。当钢管约束钢筋混凝土构件外包钢管为圆形时，钢管对核心混凝土约束均匀，可充分利用钢管的抗拉强度，经济效益良好。随着城市交通的发展，城市桥梁对桥墩要求也越来越高，采用空心截面柱可以节省材料，同时提高桥墩的抗弯和抗扭能力，该类型桥墩在城市桥梁中得到广泛运用。目前我国正逐步推广建筑工业化，工业化建筑不但具有施工速度快、施工质量高、施工环境改善等优点，而且符合可持续发展要求。依据桥梁建筑特点提出了装配式空心钢管约束钢筋混凝土独柱桥墩。Steel pipe bound reinforced concrete is a composite member that fills concrete in thin-walled steel pipes. The steel pipes do not directly bear external loads, but mainly constrain the core concrete. Steel pipe bound reinforced concrete columns have high bearing capacity, superior earthquake resistance and fire resistance, and can make full use of the strength of high-strength steel and concrete. When the steel pipe constraining the reinforced concrete member is circular, the steel pipe restrains the core concrete evenly, and the tensile strength of the steel pipe can be fully utilized, and the economic benefit is good. With the development of urban traffic, urban bridges have higher and higher requirements for piers. The use of hollow section columns can save materials and improve the bending and torsion resistance of bridge piers. This type of piers is widely used in urban bridges. At present, my country is gradually promoting the industrialization of construction. Industrialized buildings not only have the advantages of fast construction speed, high construction quality, and improved construction environment, but also meet the requirements of sustainable development. According to the characteristics of bridge construction, a prefabricated hollow steel tube confined reinforced concrete single-column pier is proposed.
实用新型内容Utility model content
为了在桥梁结构中推广新型装配式空心钢管约束钢筋混凝土结构，发挥其结构力学性能优势，充分利用材料并降低材料使用量，提高经济性能，加快施工进度等，本实用新型提供了一种装配式空心钢管约束钢筋混凝土柱矮墩。In order to popularize the new assembled hollow steel pipe restrained reinforced concrete structure in the bridge structure, give full play to the advantages of its structural mechanical properties, make full use of materials and reduce the amount of materials used, improve economic performance, and speed up the construction progress, etc., the utility model provides an assembled Hollow steel tubes constraining reinforced concrete columns with low piers.
为实现本实用新型目的而采用的技术方案是这样的，一种装配式空心钢管约束钢筋混凝土柱矮墩，其特征在于:包括在工厂预制的中空混凝土柱和现场施工的基础部分。The technical solution adopted for realizing the purpose of this utility model is as follows, a kind of prefabricated hollow steel pipe restraint reinforced concrete column low pier, it is characterized in that: comprise the base part of the hollow concrete column prefabricated in the factory and site construction.
所述中空混凝土柱内部具有环形的筋笼。所述混凝土柱外包钢管。所述筋笼中间是下端敞口、上端封闭的中空空间。所述中空混凝土柱的下表面具有特制灌浆套筒。The hollow concrete column has an annular reinforcement cage inside. The concrete column is covered with steel pipes. The middle of the rib cage is a hollow space with an open lower end and a closed upper end. The lower surface of the hollow concrete column has a special grouting sleeve.
所述特制灌浆套筒形成前，需在预制混凝土柱时，在混凝土柱下表面预留两个环形凹槽。这两个环形凹槽之间，具有若干条管道相通。Before the special grouting sleeve is formed, two annular grooves need to be reserved on the lower surface of the concrete column when the concrete column is prefabricated. There are several pipes communicating between the two annular grooves.
所述钢管的外表面具有若干个孔洞。这些孔洞连通钢管的外表面与靠外的一条环形凹槽。The outer surface of the steel pipe has several holes. These holes communicate with the outer surface of the steel pipe and an outer annular groove.
所述基础部分由混凝土浇筑，其内部预埋若干纵向钢筋和型钢剪力件。这些纵向钢筋的上端露出基础部分的上表面，并围成两个圆环。所述型钢剪力件的上端也露出基础部分的上表面，并处于两个圆环的中央。The foundation part is poured with concrete, and a number of longitudinal steel bars and section steel shear members are pre-embedded inside. The upper ends of these longitudinal steel bars expose the upper surface of the foundation part and form two rings. The upper end of the section steel shear member also exposes the upper surface of the foundation part, and is located in the center of the two rings.
所述基础部分内预留至少一条灌浆管道。At least one grouting pipe is reserved in the foundation part.
当所述混凝土柱被吊装到所述基础部分上方时，所述钢管的下端与所述基础部分的上表面接触。所述混凝土柱与所述基础部分的上表面之间具有间隙。所述的纵向钢筋的上端伸入所述的两个环形凹槽中。所述型钢剪力件的上端伸入中空空间中。所述灌浆管道的一端管口被混凝土柱覆盖、另外一端管口未被混凝土柱覆盖。When the concrete column is hoisted above the foundation part, the lower end of the steel pipe is in contact with the upper surface of the foundation part. There is a gap between the concrete column and the upper surface of the foundation portion. The upper ends of the longitudinal steel bars extend into the two annular grooves. The upper end of the section steel shear member protrudes into the hollow space. One end of the grouting pipeline is covered by a concrete column, and the other end of the nozzle is not covered by the concrete column.
通过所述的孔洞和/或灌浆管道向混凝土柱与基础部分之间的空间灌入灌浆料。所述灌浆料充入两个环形凹槽中，形成特制灌浆套筒。所述特制灌浆套筒包括灌浆套筒I、灌浆套筒II和细管。灌浆套筒I和灌浆套筒II分别位于两条环形凹槽中，细管是凝固于连接两条环形凹槽的管道中的灌浆料。The grouting material is poured into the space between the concrete column and the foundation part through the hole and/or the grouting pipe. The grouting material is filled into two annular grooves to form a special grouting sleeve. The special grouting sleeve includes a grouting sleeve I, a grouting sleeve II and a thin tube. The grouting sleeve I and the grouting sleeve II are respectively located in the two annular grooves, and the thin tube is the grouting material solidified in the pipe connecting the two annular grooves.
另一种实施方案是：Another implementation is:
一种装配式空心钢管约束钢筋混凝土柱矮墩，其特征在于:包括在工厂预制的中空混凝土柱和现场施工的基础部分。An assembled hollow steel pipe restraint reinforced concrete column pier is characterized in that it includes a hollow concrete column prefabricated in a factory and a foundation part constructed on site.
所述中空混凝土柱内部具有环形的筋笼。所述混凝土柱外包钢管。所述筋笼中间是下端敞口、上端封闭的中空空间。所述中空混凝土柱的下表面具有特制灌浆套筒。The hollow concrete column has an annular reinforcement cage inside. The concrete column is covered with steel pipes. The middle of the rib cage is a hollow space with an open lower end and a closed upper end. The lower surface of the hollow concrete column has a special grouting sleeve.
所述特制灌浆套筒形成前，需在预制混凝土柱时，在混凝土柱下表面预留两个环形凹槽。这两个环形凹槽之间，具有若干条管道相通。Before the special grouting sleeve is formed, two annular grooves need to be reserved on the lower surface of the concrete column when the concrete column is prefabricated. There are several pipes communicating between the two annular grooves.
所述钢管的外表面具有若干个孔洞。这些孔洞连通钢管的外表面与靠外的一条环形凹槽。The outer surface of the steel pipe has several holes. These holes communicate with the outer surface of the steel pipe and an outer annular groove.
所述基础部分由混凝土浇筑，其内部预埋若干纵向钢筋。这些纵向钢筋的上端露出基础部分的上表面，并围成两个圆环。所述两个圆环的中央具有基础凹槽。The foundation part is poured with concrete, and several longitudinal steel bars are pre-embedded inside. The upper ends of these longitudinal steel bars expose the upper surface of the foundation part and form two rings. There is a basic groove in the center of the two rings.
所述基础部分内预留至少一条灌浆管道。At least one grouting pipe is reserved in the foundation part.
当所述混凝土柱被吊装到所述基础部分上方时，所述钢管的下端与所述基础部分的上表面接触。所述混凝土柱与所述基础部分的上表面之间具有间隙。所述的纵向钢筋的上端伸入所述的两个环形凹槽中。所述基础凹槽位于中空空间下方。所述灌浆管道的一端管口被混凝土柱覆盖、另外一端管口未被混凝土柱覆盖。When the concrete column is hoisted above the foundation part, the lower end of the steel pipe is in contact with the upper surface of the foundation part. There is a gap between the concrete column and the upper surface of the foundation portion. The upper ends of the longitudinal steel bars extend into the two annular grooves. The base groove is located below the hollow space. One end of the grouting pipeline is covered by a concrete column, and the other end of the nozzle is not covered by the concrete column.
通过所述的孔洞和/或灌浆管道向混凝土柱与基础部分之间的空间灌入灌浆料。所述灌浆料充入两个环形凹槽中，形成特制灌浆套筒。所述特制灌浆套筒包括灌浆套筒I、灌浆套筒II和细管。灌浆套筒I和灌浆套筒II分别位于两条环形凹槽中，细管是凝固于连接两条环形凹槽的管道中的灌浆料。The grouting material is poured into the space between the concrete column and the foundation part through the hole and/or the grouting pipe. The grouting material is filled into two annular grooves to form a special grouting sleeve. The special grouting sleeve includes a grouting sleeve I, a grouting sleeve II and a thin tube. The grouting sleeve I and the grouting sleeve II are respectively located in the two annular grooves, and the thin tube is the grouting material solidified in the pipe connecting the two annular grooves.
进一步，钢管由冷弯焊接而成，采用Q235钢材、Q345钢材、Q390钢材或Q420钢材制成。Further, the steel pipe is welded by cold bending, and is made of Q235 steel, Q345 steel, Q390 steel or Q420 steel.
进一步，纵向钢筋、箍筋采用HRB335、HRB400、RRB400或HRB500钢筋Further, the longitudinal steel bars and stirrups adopt HRB335, HRB400, RRB400 or HRB500 steel bars
进一步，所述型钢剪力件采用Q235钢材、Q345钢材、Q390钢材或Q420钢材制成。Further, the section steel shear member is made of Q235 steel, Q345 steel, Q390 steel or Q420 steel.
本实用新型的技术效果是毋庸置疑的：The technical effect of the present utility model is beyond doubt:
1.钢管约束钢筋混凝土圆形柱，可充分利用材料强度，抗火抗震性能好，经济效益好等。1. Steel pipe bound reinforced concrete circular columns can make full use of the material strength, have good fire and earthquake resistance, and good economic benefits.
2.空心钢管约束钢筋混凝土圆形柱可用于更大截面要求的桥梁中，并且相较于空心截面柱能节省材料和提高抗弯及抗扭性能。2. Hollow steel pipe confined reinforced concrete circular columns can be used in bridges with larger cross-section requirements, and compared with hollow cross-section columns, they can save materials and improve bending and torsional performance.
3.装配式结构，具有施工速度快、施工质量高、施工环境改善、劳动条件改善、资源能源节约、成本节约等优点。3. The prefabricated structure has the advantages of fast construction speed, high construction quality, improved construction environment, improved working conditions, resource and energy saving, and cost saving.
4.在基础中预留型钢剪力件或基础凹槽，并通过注入灌浆料的方式将墩柱和基础连接固定；该方式较现有装配式柱与基础连接方式能有效提高墩底与基础连接的可靠性并且施工更方便。4. Reserve section steel shear parts or foundation grooves in the foundation, and connect and fix the pier column and the foundation by injecting grout; this method can effectively improve the connection between the pier bottom and the foundation compared with the existing prefabricated column and foundation connection method. The reliability of the connection and the construction are more convenient.
附图说明Description of drawings
图1装配式空心钢管约束钢筋混凝土独柱矮墩正视图。Fig. 1 Front view of prefabricated hollow steel pipe restrained reinforced concrete single-column pier.
图2装配式空心钢管约束钢筋混凝土独柱矮墩俯视图。Fig. 2 Top view of prefabricated hollow steel pipe restrained reinforced concrete single-column pier.
图3装配式空心钢管约束钢筋混凝土独柱矮墩1-1剖面图(基础预埋型钢)。Fig. 3 Sectional drawing 1-1 of prefabricated hollow steel pipe restrained reinforced concrete single-column low pier (foundation embedded steel).
图4装配式空心钢管约束钢筋混凝土独柱矮墩1-1剖面图(基础预留基础凹槽)。Fig. 4 Sectional drawing 1-1 of prefabricated hollow steel pipe restrained reinforced concrete single-column low pier (the foundation groove is reserved for the foundation).
图5装配式空心钢管约束钢筋混凝土独柱矮墩2-2剖面图。Fig. 5 Sectional view of prefabricated hollow steel pipe restrained reinforced concrete single-column low pier 2-2.
图6装配式空心钢管约束钢筋混凝土独柱矮墩3-3剖面图。Fig. 6 Sectional drawing 3-3 of prefabricated hollow steel pipe restrained reinforced concrete single-column pier.
图7特制灌浆套筒拆分示意图。Figure 7 Schematic diagram of the disassembly of the special grouting sleeve.
图中：中空混凝土柱1、钢管2、型钢剪力件3、纵向钢筋4、箍筋5、特制灌浆套筒6、灌浆料7、基础凹槽8、灌浆套筒I9、灌浆套筒II10、细管11、灌浆管道12、孔洞13、基础部分14。In the figure: hollow concrete column 1, steel pipe 2, section steel shear member 3, longitudinal reinforcement 4, stirrup 5, special grouting sleeve 6, grouting material 7, foundation groove 8, grouting sleeve I9, grouting sleeve II10, Thin tube 11 , grouting pipe 12 , hole 13 , base part 14 .
具体实施方式detailed description
下面结合实施例对本实用新型作进一步说明，但不应该理解为本实用新型上述主题范围仅限于下述实施例。在不脱离本实用新型上述技术思想的情况下，根据本领域普通技术知识和惯用手段，做出各种替换和变更，均应包括在本实用新型的保护范围内。The utility model will be further described below in conjunction with the embodiments, but it should not be understood that the scope of the above subject matter of the utility model is limited to the following embodiments. Without departing from the above-mentioned technical ideas of the present utility model, various replacements and changes made according to common technical knowledge and conventional means in the art shall be included in the protection scope of the present utility model.
实施例1：Example 1:
参见图1和图2，一种装配式空心钢管约束钢筋混凝土柱矮墩，其特征在于:包括在工厂预制的中空混凝土柱1和现场施工的基础部分14。Referring to Fig. 1 and Fig. 2, a kind of prefabricated hollow steel pipe confines reinforced concrete column pier, it is characterized in that: comprise the base part 14 of the hollow concrete column 1 prefabricated in factory and site construction.
参见图3，所述中空混凝土柱1内部具有环形的筋笼。所述混凝土柱1外包钢管2。所述筋笼中间是下端敞口、上端封闭的中空空间。所述中空混凝土柱1的下表面具有特制灌浆套筒6。Referring to FIG. 3 , the hollow concrete column 1 has an annular reinforcement cage inside. The concrete column 1 is covered with steel pipes 2 . The middle of the rib cage is a hollow space with an open lower end and a closed upper end. The lower surface of the hollow concrete column 1 has a special grouting sleeve 6 .
参见图3或6，所述特制灌浆套筒6形成前，需在预制混凝土柱1时，在混凝土柱1下表面预留两个环形凹槽。这两个环形凹槽之间，具有若干条管道相通。Referring to Fig. 3 or 6, before the special grouting sleeve 6 is formed, two annular grooves need to be reserved on the lower surface of the concrete column 1 when the concrete column 1 is prefabricated. There are several pipes communicating between the two annular grooves.
所述钢管2的外表面具有若干个孔洞13。这些孔洞13连通钢管2的外表面与靠外的一条环形凹槽。The outer surface of the steel pipe 2 has several holes 13 . These holes 13 communicate with the outer surface of the steel pipe 2 and an outer annular groove.
所述基础部分14由混凝土浇筑，其内部预埋若干纵向钢筋4和型钢剪力件3。这些纵向钢筋4的上端露出基础部分14的上表面，并围成两个圆环。所述型钢剪力件3的上端也露出基础部分14的上表面，并处于两个圆环的中央。实施例中，如图所示，所述型钢剪力件3是一个十字形钢构件。The foundation part 14 is poured with concrete, and several longitudinal steel bars 4 and section steel shear members 3 are pre-embedded inside. The upper ends of these longitudinal steel bars 4 expose the upper surface of the foundation portion 14 and form two rings. The upper end of the section steel shear member 3 also exposes the upper surface of the base part 14 and is in the center of the two rings. In the embodiment, as shown in the figure, the steel shear member 3 is a cross-shaped steel member.
所述基础部分14内预留至少一条灌浆管道10。At least one grouting pipe 10 is reserved in the foundation part 14 .
当所述混凝土柱1被吊装到所述基础部分14上方时，所述钢管2的下端与所述基础部分14的上表面接触。所述混凝土柱1与所述基础部分14的上表面之间具有间隙。所述的纵向钢筋4的上端伸入所述的两个环形凹槽中。所述型钢剪力件3的上端伸入中空空间中。所述灌浆管道12的一端管口被混凝土柱1覆盖、另外一端管口未被混凝土柱1覆盖。When the concrete column 1 is hoisted above the foundation part 14 , the lower end of the steel pipe 2 is in contact with the upper surface of the foundation part 14 . There is a gap between the concrete column 1 and the upper surface of the foundation part 14 . The upper ends of the longitudinal steel bars 4 extend into the two annular grooves. The upper end of the section steel shear member 3 protrudes into the hollow space. The nozzle at one end of the grouting pipe 12 is covered by the concrete column 1 , and the nozzle at the other end is not covered by the concrete column 1 .
通过所述的孔洞13和/或灌浆管道12向混凝土柱1与基础部分14之间的空间灌入灌浆料7。所述灌浆料7充入两个环形凹槽中，形成特制灌浆套筒6。参见图7，所述特制灌浆套筒6包括灌浆套筒I9、灌浆套筒II10和细管11。灌浆套筒I9和灌浆套筒II10分别位于两条环形凹槽中，细管11是凝固于连接两条环形凹槽的管道中的灌浆料7。The grouting material 7 is poured into the space between the concrete column 1 and the foundation part 14 through the hole 13 and/or the grouting pipe 12 . The grouting material 7 is filled into two annular grooves to form a special grouting sleeve 6 . Referring to FIG. 7 , the special grouting sleeve 6 includes a grouting sleeve I9 , a grouting sleeve II10 and a thin tube 11 . The grouting sleeve I9 and the grouting sleeve II10 are respectively located in the two annular grooves, and the thin tube 11 is the grouting material 7 solidified in the pipeline connecting the two annular grooves.
实施例2：Example 2:
参见图1和图2，一种装配式空心钢管约束钢筋混凝土柱矮墩，其特征在于:包括在工厂预制的中空混凝土柱1和现场施工的基础部分14。Referring to Fig. 1 and Fig. 2, a kind of prefabricated hollow steel pipe confines reinforced concrete column pier, it is characterized in that: comprise the base part 14 of the hollow concrete column 1 prefabricated in factory and site construction.
参见图4，所述中空混凝土柱1内部具有环形的筋笼。所述混凝土柱1外包钢管2。所述筋笼中间是下端敞口、上端封闭的中空空间。所述中空混凝土柱1的下表面具有特制灌浆套筒6。Referring to Fig. 4, the hollow concrete column 1 has an annular reinforcement cage inside. The concrete column 1 is covered with steel pipes 2 . The middle of the rib cage is a hollow space with an open lower end and a closed upper end. The lower surface of the hollow concrete column 1 has a special grouting sleeve 6 .
参见图4和图5，所述特制灌浆套筒6形成前，需在预制混凝土柱1时，在混凝土柱1下表面预留两个环形凹槽。这两个环形凹槽之间，具有若干条管道相通。Referring to Fig. 4 and Fig. 5, before the formation of the special grouting sleeve 6, it is necessary to reserve two annular grooves on the lower surface of the concrete column 1 when the concrete column 1 is prefabricated. There are several pipes communicating between the two annular grooves.
所述钢管2的外表面具有若干个孔洞13。这些孔洞13连通钢管2的外表面与靠外的一条环形凹槽。The outer surface of the steel pipe 2 has several holes 13 . These holes 13 communicate with the outer surface of the steel pipe 2 and an outer annular groove.
所述基础部分14由混凝土浇筑，其内部预埋若干纵向钢筋4。这些纵向钢筋4的上端露出基础部分14的上表面，并围成两个圆环。所述两个圆环的中央具有基础凹槽8。The foundation part 14 is poured with concrete, and several longitudinal steel bars 4 are pre-embedded inside it. The upper ends of these longitudinal steel bars 4 expose the upper surface of the foundation portion 14 and form two rings. The center of the two rings has a basic groove 8 .
所述基础部分14内预留至少一条灌浆管道10。At least one grouting pipe 10 is reserved in the foundation part 14 .
当所述混凝土柱1被吊装到所述基础部分14上方时，所述钢管2的下端与所述基础部分14的上表面接触。所述混凝土柱1与所述基础部分14的上表面之间具有间隙。所述的纵向钢筋4的上端伸入所述的两个环形凹槽中。所述基础凹槽8位于中空空间下方。所述灌浆管道12的一端管口被混凝土柱1覆盖、另外一端管口未被混凝土柱1覆盖。When the concrete column 1 is hoisted above the foundation part 14 , the lower end of the steel pipe 2 is in contact with the upper surface of the foundation part 14 . There is a gap between the concrete column 1 and the upper surface of the foundation part 14 . The upper ends of the longitudinal steel bars 4 extend into the two annular grooves. The base groove 8 is located below the hollow space. The nozzle at one end of the grouting pipe 12 is covered by the concrete column 1 , and the nozzle at the other end is not covered by the concrete column 1 .
通过所述的孔洞13和/或灌浆管道12向混凝土柱1与基础部分14之间的空间灌入灌浆料7。所述灌浆料7充入两个环形凹槽中，形成特制灌浆套筒6。参见图7，所述特制灌浆套筒6包括灌浆套筒I9、灌浆套筒II10和细管11。灌浆套筒I9和灌浆套筒II10分别位于两条环形凹槽中，细管11是凝固于连接两条环形凹槽的管道中的灌浆料7。The grouting material 7 is poured into the space between the concrete column 1 and the foundation part 14 through the hole 13 and/or the grouting pipe 12 . The grouting material 7 is filled into two annular grooves to form a special grouting sleeve 6 . Referring to FIG. 7 , the special grouting sleeve 6 includes a grouting sleeve I9 , a grouting sleeve II10 and a thin tube 11 . The grouting sleeve I9 and the grouting sleeve II10 are respectively located in the two annular grooves, and the thin tube 11 is the grouting material 7 solidified in the pipeline connecting the two annular grooves.
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108103925A (en) * | 2016-11-24 | 2018-06-01 | 重庆市中科大业建筑科技有限公司 | A kind of assembled hollow steel pipe constrains reinforced column squat pier |
| CN108425375A (en) * | 2018-04-25 | 2018-08-21 | 李藏柱 | A kind of basis prefabricated post and its connection structure and its construction method |
| CN110306424A (en) * | 2018-03-20 | 2019-10-08 | 比亚迪股份有限公司 | It is used to support support column of track girder and preparation method thereof, the track with it |
| CN113700144A (en) * | 2021-07-27 | 2021-11-26 | 河海大学 | Assembled TRC-steel tube composite confined concrete column and mounting method thereof |
| CN113982191A (en) * | 2021-09-10 | 2022-01-28 | 江苏省建筑工程集团有限公司 | Group pile single-column construction structure and construction method thereof |
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2016
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108103925A (en) * | 2016-11-24 | 2018-06-01 | 重庆市中科大业建筑科技有限公司 | A kind of assembled hollow steel pipe constrains reinforced column squat pier |
| CN108103925B (en) * | 2016-11-24 | 2023-11-03 | 重庆市中科大业建筑科技有限公司 | Assembled hollow steel tube constraint reinforced concrete column short pier |
| CN110306424A (en) * | 2018-03-20 | 2019-10-08 | 比亚迪股份有限公司 | It is used to support support column of track girder and preparation method thereof, the track with it |
| CN108425375A (en) * | 2018-04-25 | 2018-08-21 | 李藏柱 | A kind of basis prefabricated post and its connection structure and its construction method |
| CN108425375B (en) * | 2018-04-25 | 2025-03-25 | 李藏柱 | A prefabricated foundation column and its connection structure and construction method |
| CN113700144A (en) * | 2021-07-27 | 2021-11-26 | 河海大学 | Assembled TRC-steel tube composite confined concrete column and mounting method thereof |
| CN113700144B (en) * | 2021-07-27 | 2022-05-17 | 河海大学 | A prefabricated TRC-steel tube composite confinement concrete column and its installation method |
| CN113982191A (en) * | 2021-09-10 | 2022-01-28 | 江苏省建筑工程集团有限公司 | Group pile single-column construction structure and construction method thereof |
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