CN202577760U - Precast column with nodes - Google Patents

Abstract

The utility model discloses a prefabricated column with nodes, which comprises a column and a node. The nodes are arranged at the upper and lower ends of the column and at integral multiples of the storey height. The column includes a bottom column, a middle column and a top column connected in sequence. It is composed of fiber cement-based composite materials for engineering, longitudinal bars and stirrups. The height of the bottom column is 3/2 of the storey height. The middle and top columns are composed of concrete, longitudinal bars and stirrups. The height of the middle column is It is 1 or 2 storeys high, and the height of the top column is 3/2 of the storey height. The utility model is applied to the assembled integral frame structure. Compared with the ordinary assembled integral frame column, the utility model can improve the seismic performance of the assembled integral frame column, enhance the bearing capacity of the connection area, facilitate construction, shorten Construction period.

Description

A prefabricated column with nodes

technical field

The utility model belongs to the field of structural engineering and relates to a prefabricated column with joints, which is mainly used for assembling integral frame structures.

Background technique

Prefabricated concrete structures have the advantages of fast construction speed, less environmental pollution, high economic benefits, good durability, guaranteed product quality, and saving a lot of labor and materials, making them have good development and application prospects. The active development of prefabricated concrete structures is also in line with the guiding ideology of housing industrialization of the Chinese government at this stage of "energy saving and land saving" and "building an industrial system".

However, in the actual construction process of precast concrete structures, the construction positioning of the joints of precast components is not easy, thus reducing the construction speed and efficiency; The key to the function, but the shear bearing capacity and ductility of the joints of prefabricated structures are usually poor, and it is easy to become a weak part in the structural system, thus threatening the safety of the entire structure; some existing research results also show that prefabricated The seismic performance of prefabricated monolithic structures is also different from that of cast-in-place concrete structures, so how to further improve the seismic performance of prefabricated monolithic structures is still worthy of in-depth research.

The column splitting part of the existing prefabricated structure is not conducive to the safety of the structure, so it is necessary to choose a more ideal column splitting part; under the action of a horizontal earthquake, the bottom column of the frame will bear a large seismic shear force and overturning moment, It is the unfavorable part of the structure, so the bottom column needs to have greater bending resistance, shear bearing capacity, ductility and energy dissipation performance.

The beam-column joints and the surrounding areas of the frame structure must bear a large internal force under the action of the earthquake, and in order to realize the seismic design concepts and requirements of "strong column and weak beam", "strong shear weak bending" and "strong joint", Concrete beams, columns and their joints are equipped with dense stirrups to prevent shear failure of beams and columns. However, dense stirrups bring great difficulties to on-site construction, and it is easy to cause joints or key parts of the concrete The vibration is not dense, which brings potential safety hazards.

ECC, or Engineered Cementitious Composites, is a new type of cement-based composite material with super toughness. The material is filled with cement and fine sand, and then added with synthetic fibers. Existing research results show that the ultimate tensile strain value of this material can reach 3%-5% stably, which is about 100-300 times that of ordinary concrete materials and about 5-10 times that of steel bars. ECC material not only has ultra-high toughness, but also has the characteristics of multi-slit steady-state cracking, and has excellent performance in terms of safety, durability, applicability, etc., and can well solve the problem of traditional concrete due to brittleness and weak tensile various defects. At the same time, ECC has strong energy absorption capacity and high shear strength, which also provides a new choice for the seismic design of structures.

Utility model content

Technical problem: The utility model provides a prefabricated column with joints which is convenient for construction and can improve the seismic performance of the assembled integral frame structure.

Technical solution: a prefabricated column with nodes of the utility model, including columns and nodes, the nodes are set at the upper and lower ends of the column and integer multiples of the storey height, and the columns include the bottom column, the middle column and the top column connected in sequence, The column body of the bottom column is poured by fiber cement-based composite material for engineering. Longitudinal bars and stirrups are pre-embedded in the column body of the bottom column. The height of the bottom column is 3/2 of the storey height. The middle column and The column body of the top column is made of concrete pouring, and the longitudinal reinforcement and stirrup are pre-embedded in the column body. The height of the middle column is 1 or 2 times the storey height, and the height of the top column is 3/2 of the storey height.

In the utility model, the connecting section between the bottom column and the middle column, between the two adjacent upper and lower middle columns, and between the middle column and the top column is poured with fiber cement-based composite material for engineering. The height is 400~600mm.

In the utility model, H-shaped steel is pre-embedded on the upper end surfaces of the bottom column and the middle column, and angle steel is embedded on the lower end surfaces of the top column and the intermediate column. High-strength bolts are fixed.

In the utility model, the longitudinal ribs of the two upper and lower adjacent end faces are connected by straight threaded sleeves.

In the utility model, the node area where the bottom column, the middle column and the top column intersect with the beam is poured by engineering fiber cement-based composite material, and the node area is the area 200~300mm above and below the intersection point of the column and the beam.

Beneficial effects: Compared with the existing assembled integral frame structure system, the utility model has the following advantages:

1. Most of the existing prefabricated structures choose the split position of the column at the floor, but the floor is located near the joint area, the internal force is complex and large, and the splicing of the components is also a weak part of the structure. If there is an earthquake or wind, etc. Under the action of horizontal load, the structure may be in an extremely unsafe state. Through the analysis of internal force by finite element software, it can be known that under the action of vertical and horizontal loads, the position of 1/3 to 1/2 from the end of the frame column is a place with a small bending moment, so the utility model proposes to select the split position of the column It is 1/2 of the floor height, which can make the weak part avoid the place with the greatest internal force and improve the safety of structural components. At the same time, this height is also very conducive to construction, which brings convenience to construction.

2. The joints between columns are connected by section steel, which can ensure a certain rigidity during construction and assembly, and facilitate positioning and fixing; the bolt connection between section steel is very convenient for construction and can increase the construction speed; and under the action of horizontal earthquake, the section steel It can also provide a certain shear bearing capacity, thereby improving the bearing capacity of the connection area.

3. The key stress-bearing parts of the structure in the core area of the node and the surrounding area mainly bear the role of absorbing and dissipating seismic energy under the action of the earthquake. After using ECC materials, the components show high ductility and good energy dissipation performance . The ECC joint test shows that compared with the traditional reinforced concrete beam-column joint with the same reinforcement ratio, the utility model has obvious advantages in various seismic indexes, and the ultimate bearing capacity of the ECC joint is 20% higher than that of the ordinary RC joint. , the displacement increased by 15% when the failure occurred; after the ECC node reached the ultimate load, the bearing capacity did not drop rapidly, but had a longer and more stable decline section. This is because the ECC material has high toughness, which can inhibit the development of cracks and ensure After yielding, the nodes still have large bearing capacity and deformation capacity. the

4. This utility model extends the application of ECC material to the plastic hinge area near the core area of beam end and column end. Under the action of earthquake, these areas are subject to large bending moment, and cracks first appear and develop here. , and finally when a main crack expands to a certain width, the bearing capacity decreases rapidly, and the component fails. In this area, the micro-crack development characteristics of ECC materials will be brought into play, which will delay the appearance of main cracks, prolong the working time of components under higher bearing capacity, and improve the overall ductility and energy dissipation performance of the structure.

5. Compared with cast-in-place reinforced concrete, ECC-RC composite prefabricated columns with joints adopt industrial production, with high labor production efficiency and stable production environment. It is thus easier to control and ensure quality. The use of ECC materials solves the problem of dense reinforcement mesh and unrealistic concrete pouring during construction at cast-in-place joints, and the integrity of the joints is good.

6. For the existing prefabricated structure, the connection area is the weak part of the structure, and the reliability of the connection is related to the safety of the entire structure. The shear bearing capacity and ductility of ECC are higher than that of ordinary concrete. By using ECC material in the connection area, the energy dissipation performance and bearing capacity of the connection area of the existing prefabricated frame structure can be effectively improved.

7. Due to the large bottom shear force and overturning moment under the action of the earthquake, the bottom frame column has to bear a large bottom shear force and overturning moment, and the tensile ductility and energy dissipation performance of the ECC material are better than ordinary concrete. Therefore, the ECC material is used for the bottom column. Compared with ordinary concrete columns, it has better seismic performance.

8. Due to the high cost of ECC materials, the price per cubic meter is more than four times that of ordinary concrete. Therefore, the utility model proposes to use ECC materials in the key parts of the structure (nodes, bottom columns and joints of prefabricated components), so that Its application in practical engineering is economically feasible.

9. More than 70% of the ECC material is fly ash, which mainly comes from the waste residue after coal combustion in thermal power plants, and the prefabricated components made of pouring are the reuse of fly ash waste, so ECC is an environmentally friendly The material achieves the reuse of resources while ensuring the superior performance of the components, which is in line with the idea of energy saving and environmental protection. the

10. Experimental research shows that reinforced concrete joints finally achieve joint failure under the action of low-cycle cyclic loading, while ECC joints with the same reinforcement ratio finally show beam end failure, reaching the "strong joint" required by seismic codes and beam end failure forms. In the core area of the node, the ECC node can meet the requirements of the seismic code by using fewer stirrups than the reinforced concrete node. The use of fewer stirrups can effectively solve the construction problem of too dense stirrups in the joint area. the

11. The steel bar joints at the joints between beams and nodes proposed in this utility model adopt a structure that is staggered up and down, which can avoid the disadvantage of concentrated weak positions at the joints. The placement of the angle steel is also convenient for welding the steel bar with it, avoiding overhead welding and facilitating construction. Connecting the joints through angle steel can increase its shear resistance, and the rigidity of the angle steel is higher than that of the steel bar, so it is not easy to be misplaced during construction, and it is convenient for positioning. Poured together with post-cast composite beams during construction, it can strengthen structural integrity.

Description of drawings

Fig. 1 is the overall structure diagram of the prefabricated column of the present invention in the assembly frame.

Fig. 2 is the bottom prefabricated column with nodes of the utility model.

Fig. 3 is a prefabricated column with nodes in the middle layer of the present invention.

Fig. 4 is the top floor prefabricated column with joints of the utility model.

Fig. 5 is a detailed view of the structure of the column joint of the present invention.

Fig. 6 is a sectional view of the prefabricated column of the present invention.

Fig. 7 is a detailed view of the lower structure of the prefabricated column of the present invention.

Figure 8 is a detailed view of the upper structure of the prefabricated column of the present invention.

In the figure there are: column 1, node 2, bottom column 11, middle column 12, top column 13, longitudinal reinforcement 5, stirrup 6, straight thread sleeve 7, H-shaped steel 9 and angle steel 10.

Detailed ways

A prefabricated column with nodes of the utility model includes a column 1 and a node 2, the node 2 is arranged at the upper and lower ends of the column 1 and at an integer multiple of the floor height, and the column 1 includes a bottom column 11 and an intermediate column 12 connected in sequence and the top column 13, the column body of the bottom column 11 is poured by engineering fiber cement-based composite material, and the column body of the bottom column 11 is pre-embedded with longitudinal reinforcement 5 and stirrup 6, and the height of the bottom column 11 is 100% of the floor height. 3/2, the columns of the middle layer column 12 and the top layer column 13 are all made of concrete pouring, the longitudinal reinforcement 5 and the stirrup 6 are pre-embedded in the column body, and the height of the middle layer column 12 is 1 or 2 times the storey height, The height of top floor column 13 is 3/2 of floor height.

In one embodiment of the present utility model, between the bottom column 11 and the middle column 12, between two adjacent upper and lower intermediate columns 12, and the connecting section between the middle column 12 and the top column 13, engineering fiber The cement-based composite material is poured, and the height of the connecting section is 400-600mm.

In another embodiment of the present utility model, H-shaped steel 9 is pre-embedded on the upper end surfaces of the bottom column 11 and the middle column 12, and angle steel 10 is pre-embedded on the lower end surfaces of the top column 13 and the intermediate column 12, and the upper and lower adjacent end surfaces The H-shaped steel 9 and the angle steel 10 are lapped and fixed with high-strength bolts. The longitudinal ribs 5 on the two upper and lower adjacent end faces are connected by straight threaded sleeves 7 . The node area where the bottom column 11, middle column 12 and top column 13 intersect with the beam is poured with fiber cement-based composite material for engineering, and the node area is the area 200~300mm above and below the intersection point of the column and the beam.

The application process of the utility model that is the preparation process of the prefabricated column with nodes is:

1. Determine the size and reinforcement of the ECC-RC composite prefabricated column members with nodes according to the actual design requirements. Then make the mold, bind the steel bars, and locate the position of the embedded parts.

2. Pour the ECC after the initial setting of the concrete, and pour the concrete after the initial setting of the ECC. According to the construction drawing, pour the precast column components in layers and sections, and vibrate carefully during the pouring process. After 28 days of curing, the prefabricated parts are formed.

3. During the construction, first hoist the bottom column in place, after the positioning is fixed, hoist the next column, after the upper and lower columns are aligned and positioned, connect the upper and lower pre-embedded angle steels with bolts, and add an appropriate amount of lateral support on the side of the column, Afterwards, the longitudinal reinforcement of the column is connected with a straight threaded sleeve, and the formwork is placed on the side of the connection area, and the ECC is poured to complete the construction of the column connection area.

Claims (5)

1. A prefabricated column with nodes, characterized in that it includes a column (1) and a node (2), the node (2) is set at the upper and lower ends of the column (1) and an integer multiple of the storey height, the The column (1) includes the bottom column (11), the middle column (12) and the top column (13) which are connected in sequence. The column body of the column (11) is pre-embedded with longitudinal reinforcement (5) and stirrup (6), the height of the bottom column (11) is 3/2 of the storey height, the middle column (12) and the top column ( The columns in 13) are all made of concrete pouring, and longitudinal reinforcements (5) and stirrups (6) are pre-embedded in the columns, the height of the middle column (12) is 1 or 2 times the storey height, and the top column (13 ) is 3/2 of the floor height. 2. The prefabricated column with nodes according to claim 1, characterized in that, between the bottom column (11) and the middle column (12), between two adjacent upper and lower middle columns (12), And the connection section between the middle layer column (12) and the top floor column (13) is poured with engineering fiber cement-based composite material, and the height of the connection section is 400-600mm. 3. The prefabricated column with nodes according to claim 1 or 2, characterized in that H-shaped steel (9) is pre-embedded on the upper end surfaces of the bottom layer column (11) and the middle layer column (12), and the top layer The lower end surfaces of the column (13) and the middle layer column (12) are pre-embedded with angle steel (10), and the H-shaped steel (9) and the angle steel (10) on the two upper and lower adjacent end surfaces are lapped and fixed with high-strength bolts. 4. The prefabricated column with nodes according to claim 3, characterized in that, the longitudinal ribs (5) of two adjacent upper and lower end faces are connected by straight threaded sleeves (7). 5. The prefabricated column with nodes according to claim 1 or 2, characterized in that, the joint area where the bottom column (11), the middle column (12) and the top column (13) intersect with the beam is provided by engineering The fiber cement-based composite material is poured, and the node area is the area of 200~300mm above and below the intersection point of the column and the beam.

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