TWI818725B - Stringer erection method based on ground beam reinforcement and foundation construction method of aquaculture pond - Google Patents

Abstract

The invention provides a stringer erection method based on ground beam reinforcement and a foundation construction method of a breeding pond, it steps mainly include: Configure a ground beam on a stratum; A reinforcing member is arranged on the top of the ground beam; Vertically erected on the ground beam and the upper end of the reinforcing member through at least one string; And the stringer includes a bottom plate, and a support member is vertically arranged at the top of the bottom plate; The bottom plate of the stringer and the reinforcing part are locked to the ground beam by a locking element; Therefore, through the arrangement of ground beams, reinforcing parts and stringers, the present invention can be applied to the construction of buildings in relatively soft ground (such as: fish farm geology or land on its slope), and can also be applied to Construction of breeding ponds, which can effectively carry the contents. Moreover, the reinforcement of the ground beam by the reinforcement parts can increase the strength of the foundation formed, so that it has the effect of earthquake resistance and crack limitation, and it can effectively slow down the impact of uneven settlement that may occur in the soft ground, then the building can be built on the soft ground smoothly.

Description

Stringer erection method based on ground beam reinforcement and foundation construction method of breeding pond

The present invention provides a construction method for erecting beams based on ground beam reinforcement and a method for constructing the foundation of breeding ponds. In particular, it refers to a method of erecting ground beams, reinforcing components and beams, which can create a stable foundation in soft ground for lifting. The foundation strength of the building and its effect of earthquake resistance and crack limiting.

According to the foundation engineering of a building, it mainly builds the foundation of the substructure of the building in the foundation, so that the overall weight of the building can be transferred to the ground (such as rock or soil) through the foundation, so its construction is important for the stability of the building after it is constructed. The stability is extremely important; among them, the foundations of existing buildings are usually constructed using raft foundations, so that the overall stress of the building can be evenly transmitted to the ground, so it has excellent earthquake resistance.

For building construction in soft ground rich in groundwater, in order to ensure that the soil can effectively support the building, foundation piles are usually inserted through the soft soil layer and driven into the hard ground below. The rock slab allows the building to transmit force to the rock slab through foundation piles to improve its stability; however, for small buildings, because the depth of the foundation required is shallow, and if the distance between the rock slab and the ground is long, then The required length of the foundation piles is longer, which will increase the cost of the overall construction. Furthermore, for the geology of the fish pond or its slope, the soil layer is extremely soft, so when the foundation piles are implanted, due to the soil layer and The friction between the foundation piles is low, making it difficult to effectively stabilize the building, and it is easy for the foundation piles to sink or float, causing the building to be unable to bear a stable load, and there is a risk of distortion or deformation. Even if the raft is used, When constructing a raft foundation, there is also a risk of fracture due to the insufficient bearing capacity of the soil layer, which makes it impossible for the beams of the raft foundation to evenly transmit the weight of the building. In addition, for trusses built on the beams of small buildings, they are usually Connected through steel rods, it has excellent load-bearing effect for static and vertical loads. However, for soft ground, it may have problems with uneven stress, which will affect its overall load-bearing capacity.

In view of this, our inventors devoted themselves to further research on the reinforcement of ground beams and the erection structure of stringers, and began to carry out research and development and improvement, hoping to solve the above problems with a better invention, and after continuous testing and modification, With the advent of the present invention.

However, the purpose of the present invention is to solve the aforementioned problems. To achieve the above purpose, our inventors provide a stringer erection method based on ground beam reinforcement. The steps include: arranging a ground beam on a ground layer; A reinforcing component is arranged at the top of the beam; it is vertically erected on the ground beam and the upper end of the reinforcing component through at least one stringer; and the stringer includes a bottom plate, and a supporting component is vertically provided on the top of the bottom plate; and by at least one The locking element is used to lock the bottom plate of the stringer and the reinforcing component to the ground beam.

According to the above-mentioned beam erection method based on ground beam reinforcement, the step further includes: at least partially covering the locking element, the reinforcing component and the upper end of the ground beam with a curing material.

According to the above-mentioned beam erection method based on ground beam reinforcement, the cured product is non-shrinkage cement mortar.

According to the above-mentioned beam erection method based on ground beam reinforcement, the support component is a column with a geometric shape.

According to the above-mentioned stringer erection method based on ground beam reinforcement, the supporting component is an H-shaped steel column.

According to the above-mentioned beam erection method based on ground beam reinforcement, the reinforcing components are arranged in a mesh shape.

According to the above-mentioned beam erection method based on ground beam reinforcement, the reinforcing component is a steel mesh.

According to the above-mentioned beam erection method based on ground beam reinforcement, the locking elements are studs.

According to the above-mentioned beam erection method based on ground beam reinforcement, the steps further include: vertically erecting a plurality of the beams at intervals on the upper end of the outermost ground beam and the reinforcing component; and through at least one connection Components are connected transversely between the stringers.

The present invention also provides a method for building a breeding pond foundation based on ground beam reinforcement. The steps include: arranging a ground beam on a ground layer; arranging a reinforcing component on the top of the ground beam; and erecting it vertically on the ground through a plurality of spaced apart beams. The upper end of the beam and the reinforcing component; and the girder includes a bottom plate, and a support component is vertically provided at the top of the bottom plate; the bottom plate of the girder and the reinforcing component are locked by at least one locking element Fixed to the ground beam; and laterally connected between the beams through at least one connecting component.

From the above description and settings, it is obvious that the present invention mainly has the following advantages and effects, which are described in detail below:

1. By arranging reinforcing components on the floor beam, the present invention can improve the overall strength of the floor beam, so that the entire floor beam has both pressure and tensile resistance properties, as well as earthquake resistance and crack limiting effects. Through the arrangement of the stringers , can also effectively improve its load-bearing and force transmission effects, and the connection between the stringers and the ground beams can be directly locked and positioned through locking elements, and can be fixed through cured materials, such as non-shrinkage cement mortar. Covering can improve the convenience during construction and improve the stability of their connections; and the stringers can be columns with geometric shapes, such as H-shaped steel columns, if they have better The load-bearing effect is achieved, and the beams are connected laterally through connecting parts, thereby forming a wall with good load-bearing capacity, so that the building built in the present invention can form an integrated connection with the ground beam, so that it can be lifted It has overall strength and can evenly bear stress. It is especially suitable for those constructed on soft ground, so that it can effectively slow down the impact of uneven settlement that may occur in soft ground, thereby improving the overall stability of the building.

Regarding the technical means of our inventors, several preferred embodiments are described in detail below along with the drawings, so that everyone can have a thorough understanding and recognition of the present invention.

Please refer to Figures 1 to 5. The present invention is a construction method for erecting stringers based on ground beam reinforcement, and based on this method, the foundation construction method of the breeding pond is carried out. The steps of the construction method of erecting stringers based on ground beam reinforcement are Department includes:

S001: Configure a ground beam 1 on a ground floor, where the ground beam 1 is a foundation beam, has a geometric shape with closed characteristics, and forms the foundation of a building, and in one embodiment, it can be a raft The ground beam 1 is based on the formula, but it is only an illustrative explanation and does not limit it; in this embodiment, the ground beam 1 is configured in a field shape, but it is only an example and does not limit it. ; In one embodiment, the ground beam 1 can be made of 3000 psi concrete, so that it has a high bearing capacity, but this is only an example and is not limited;

S002: Arrange a reinforcing component 2 on the top of the ground beam 1. The reinforcing component 2 can be arranged in a mesh shape, such as a steel mesh, which can be laid correspondingly on the top of the ground beam 1 by binding the steel bars;

S003: At least one stringer 3 is vertically erected on the ground beam 1 and the upper end of the reinforcing component 2; in terms of the structural configuration of the stringers 3, in one embodiment, each stringer 3 includes a bottom plate 31 and a The support member 32 is arranged in a columnar shape and is arranged vertically on the top of the bottom plate 31; the bottom plate 31 is arranged in a plate-like or sheet-like shape and can have a larger contact area, and the supporting member 32 is It can be a column with a geometric shape, such as an H-shaped steel column, if it has better bearing capacity, and the bottom plate 31 and the supporting member 32 can be integrated or connected by welding to form a whole, but this is just an example. Description, not limitation.

S004: At least one locking element 33 is passed through and assembled on the bottom plate 31 from the top of the bottom plate 31, and the reinforcing component 2 is correspondingly locked to the ground beam 1, so that the stringers 3 can be firmly connected. It is provided on the ground beam 1 and has a large area in conjunction with the bottom plate 31. Therefore, the aforementioned locking can be carried out through a plurality of locking elements 33, thereby improving the stability between the stringers 3 and the ground beam 1, and at the same time, it can facilitate The erection of the stringers 3 can also provide convenience and efficiency during construction; as for the configuration of the locking element 33, in one embodiment, it is a stud that can be configured with a nut and a screw rod, and The bottom plate 31 can be pre-pierced with a through hole 311 corresponding to the locking element 33, so that the locking element 33 can be locked and penetrated, but this is only an example and is not limited.

S005: In order to further enhance the stability between the beams 3 and the floor beams 1, in a preferred embodiment, a curing material 4, such as non-shrinkage cement mortar, can be used to at least partially cover them. The locking element 33 , the reinforcing component 2 and the upper end of the floor beam 1 can also help prevent the locking element 33 from falling off or rusting, and can effectively enhance its overall stability and bearing capacity.

In this way, the present invention can effectively reinforce the ground beam 1 through the configuration of the ground beam 1 and the reinforcing and reinforcing components 2, so as to improve the overall strength of the ground beam 1, thereby making the entire floor beam 1 have both pressure and tensile resistance characteristics. It also has the effect of earthquake resistance and crack limiting; and the installation of the stringers 3 can be directly constructed by locking, which can also improve the efficiency of its construction, and the strength part of its connection can be fixed through the curing material 4 When the coating is cured, it can be firmly stabilized, and the strength of its connection can be quickly and effectively improved; and the stringer 3 has a support component 32, so it already has a higher strength, so that its load-bearing and power transmission can be effectively improved. Effect; Thus, the present invention can be used to construct buildings based on this, and is especially suitable for softer ground. The configuration of the present invention allows the building to form an integrated connection with the ground beam 1, thereby improving its overall strength and It can evenly bear the force, and can also effectively slow down the impact of uneven settlement that may occur in soft ground, thereby improving the overall stability of the building.

In this embodiment, a breeding pond can be built accordingly, as shown in Figure 5, and as mentioned above, after arranging ground beams 1 and laying reinforcing components 2 on the ground floor, the stringers 3 can be arranged at intervals. Vertically erected on the upper end of the outermost ground beam 1 and the reinforcing member 2 to form the wall portion of the breeding pond, and the horizontal connection between the beams 3 can be laterally connected to the said beam through at least one connecting member 5 Between the stringers 3, the connecting component 5 can be a rod, and is fixed to the stringers 3 through locking, binding or welding, and is parallel to the ground beam 1, thereby making the stringers 3 It can be connected to the middle section or the top of the stringer 3 in the transverse direction to firmly position it, and then it can be used as a steel structure to construct the wall. The construction method of the wall is a common technology, and It is not within the scope of this case, so it will not be described in detail. Through this, the breeding pond built in the present invention can be stably constructed on softer ground, and can be evenly stressed, and has better earthquake resistance. In addition, the ground beam 1 is not easily broken due to stress, and combined with the structural configuration of the stringers 3, its overall strength and stability can be ensured.

In summary, the technical means disclosed in the present invention can indeed effectively solve the problems of conventional knowledge and achieve the expected purposes and effects. They have not been published in publications or publicly used before the application and are of long-term progress. They are truly worthy of the title. The invention described in the Patent Law is correct, and I submit the application in accordance with the law. I sincerely pray that Jun will review it carefully and grant an invention patent. I am deeply grateful.

However, the above are only several preferred embodiments of the present invention, and should not be used to limit the scope of the present invention. That is, all equivalent changes and modifications made based on the patent scope of the present invention and the content of the invention specification are It should still fall within the scope of the patent of this invention.

1: Ground beam 2: Reinforcement parts 3: Stringers 31: Bottom plate 311:Perforation 32:Support parts 33: Locking components 4: Cured product 5: Connecting parts S001~S005: steps

Figure 1 is a flow chart of the present invention. Figure 2 is a schematic three-dimensional view of the stringer of the present invention. Figure 3 is a three-dimensional exploded schematic diagram of the stringer of the present invention. Figure 4 is a schematic cross-sectional view of the stringers of the present invention when they are fixed to reinforcing components and ground beams. Figure 5 is a schematic three-dimensional view of the outer steel structure of the building built according to the present invention.

S001~S005: steps

Claims (8)

A construction method for erecting stringers based on ground beam reinforcement. The steps include: arranging a ground beam on a ground layer; arranging a reinforcing component on the top of the ground beam so that the reinforcing component is located on the surface of the top of the ground beam. The reinforcing component is It is arranged in a mesh shape; it is vertically erected on the ground beam and the upper end of the reinforcing component through at least one stringer; and the stringer includes a bottom plate, and a support component is vertically installed on the top of the bottom plate; through at least one locking element To lock the bottom plate of the stringer and the reinforcing component to the floor beam; and to at least partially cover the locking component, the reinforcing component and the upper end of the floor beam with a curing substance . The beam erection method based on ground beam reinforcement as described in claim 1, wherein the cured product is non-shrinkage cement mortar. The beam erection method based on ground beam reinforcement as described in claim 1 or 2, wherein the support component is a column with a geometric shape. The beam erection method based on ground beam reinforcement as described in claim 3, wherein the supporting component is an H-shaped steel column. The beam erection method based on ground beam reinforcement as described in claim 1, wherein the reinforcing component is a steel mesh. The beam erection method based on ground beam reinforcement as described in claim 1 or 2, wherein the locking elements are studs. The method of erecting stringers based on ground beam reinforcement as described in claim 1 or 2 further includes: arranging a plurality of said stringers at intervals and erecting them vertically on the outermost ground beam and the upper end of the reinforcing component; and Transversely connected between the beams through at least one connecting component. A method for building a breeding pond foundation based on ground beam reinforcement. The steps include: arranging a ground beam on a ground layer; arranging a reinforcing component on the top of the ground beam so that the reinforcing component is located on the surface of the top of the ground beam. The reinforcing component It is arranged in a network shape; vertically erected on the ground beam and the upper end of the reinforcing component through a plurality of stringers arranged at intervals; and the stringers include a bottom plate, and a supporting component is vertically provided on the top of the bottom plate; through at least one The locking element is used to lock the bottom plate of the stringer and the reinforcing component to the ground beam; at least partially covering the locking element, the reinforcing component and the ground beam through a curing substance at the upper end; and is laterally connected between the beams through at least one connecting component.

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