TW201542916A - Construction method for applying in the field of foundation bolts and the structure thereof - Google Patents

Abstract

The present invention relates to a construction method for applying in the field of foundation bolts and the structure thereof, mainly to use various methods of crimping, welding, and baking to bond the main bar end of the building structure column with the threaded connecting rod into a structure, wherein the connecting rod at the end of the main bar end penetrates the column base plate and is fixedly mounted on the column base plate by using nuts and threads tied to each other. Accordingly, the present invention makes the main bar to be the structure element of the column for tying stirrups around, and to support and adjust the column base plate for replacing the previously used foundation bolts. As a result, the material cost of the foundation bolts, which are needed for providing additional support and adjustment of the column base plates, is reduced significantly.

Description

Construction method and structure applied in the field of foundation bolts

The present invention relates to a construction method and its structure; more particularly, it relates to a high-temperature joint connecting rod at the end of a main rib on a building structure pillar, so that the main rib can replace the foundation bolt and support and adjust the column bottom plate to save The construction cost of the foundation bolt is applied to the construction method of the foundation bolt and its structure.

According to the first figure, the pillar 4 of the conventional building structure is mainly composed of the main rib 40 and the stirrup 41 being surrounded by a column, and then the foundation bolt 5 is installed on the main rib 40 and the stirrup. In the column body enclosed by 41, the concrete 6 is continuously refilled to fix the main rib 40, the stirrup 41 and the foundation bolt 5, and the foundation bolt 5 is used for mounting the column bottom plate 7 for adjusting and fixing the column bottom plate 7 The column bottom plate 7 is connected to the steel body 8 for subsequent construction work.

However, in the field of construction, each building material is the cost of expenditure. Of course, the foundation bolt 5 is no exception. Therefore, how to save the foundation bolt 5 under the premise that the column bottom plate 7 can be installed without affecting the structural strength of the building. The cost of use is one of the topics that need to be addressed today.

In view of this, the inventor of this case, based on his years of research and development experience in related fields, conducted in-depth discussions on the aforementioned shortcomings and actively sought solutions in accordance with the above requirements. After a long period of hard research and multiple tests, the invention was finally completed.

The main purpose of the invention is to use the main ribs on the pillars of the building structure to join the connecting rods with the threaded teeth, so that the main ribs can replace the foundation bolts and support and adjust the column bottom plate, thereby saving the use cost of the foundation bolts.

According to the above object, the construction method applied in the field of foundation bolts of the present invention mainly comprises various types of welding, crimping, welding and burning of the main rib end on the pillar of the building structure and the connecting rod with the thread. The high-temperature joint is welded so that the connecting rod at the end of the main rib can pass through the column bottom plate, and the bottom plate of the column is fixed by the nut and the screw interlocking to replace the foundation bolt.

The building structure used in the field of the foundation bolts of the present invention mainly comprises a main rib, a protruding portion and a connecting rod which are sequentially connected, and the protruding portion is formed by a high temperature joint of the main rib and the connecting rod, and the connecting rod surface is formed. The thread is provided, wherein the main rib and the connecting rod are the same material or mutually different materials.

Wherein, when the main rib and the connecting rod are made of a foreign material, the connecting rod may be made of carbon steel, alloy copper, copper or stainless steel; and the main rib and the connecting rod are joined by friction. Pressing welding or high frequency welding; the diameter of the connecting rod is approximately equal to the diameter of the nut, so that the cross section of the connecting rod can be irregular shape, and the cross section is preferably circular.

Accordingly, the present invention mainly connects the main ribs on the pillars of the building structure to the connecting rods of the column bottom plate, so that in addition to being the structural elements of the pillars, the main ribs can also support and adjust the column bottom plates to replace the conventional foundation bolts. Significant savings in additional support and mediation of the material cost of the foundation bolts required for the column base.

A more detailed understanding of the objects, functions, features and structures of the present invention will be apparent.

Convention:

4‧‧‧ pillar

40‧‧‧ main tendons

41‧‧‧ stirrups

5‧‧‧Basic bolts

6‧‧‧Concrete

7‧‧‧ column bottom plate

8‧‧‧Steel body

this invention:

1‧‧‧ pillar

10‧‧‧ main tendons

11‧‧‧ Connecting rod

110‧‧‧ thread

111‧‧‧section

12‧‧‧ protruding parts

13‧‧‧ stirrups

2‧‧‧ column bottom plate

3‧‧‧ nuts

D1‧‧‧ caliber

D2‧‧‧ diameter

Fig. 1 is a schematic view of a pillar of a conventional building structure; Fig. 2 is a schematic diagram of a joint of a main rib and a connecting rod of the present invention; Fig. 3 is a schematic view of a joint of a main rib and a connecting rod of the present invention (Fig. 4); Schematic diagram of the joint of the main rib and the connecting rod (2); Fig. 5: Schematic diagram of the implementation of the present invention (1); Fig. 6: Schematic diagram of the implementation of the present invention (2); Fig. 7: sectional view of the AA portion of Fig. 6.

Please also refer to FIG. 2, FIG. 3, FIG. 4, FIG. 5 and FIG. 6; the construction method applied in the field of foundation bolts of the present invention mainly relates to the main rib 10 end on the pillar 1 of the building structure. The connecting rod 11 having the thread 110 is joined by various welding, pressure bonding, welding, or baking, and the thread 110 can be a triangular thread, a ladder thread or a square thread, and the like. The main rib 10 and the connecting rod 11 can be the same or different diameters, wherein the friction welding or the high frequency welding is optimal, and the second drawing is exemplified by the friction welding method, so that the main rib 10 ends and the joint After the rods 11 are joined, the joints thereof form the projections 12 respectively connecting the main ribs 10 and the connecting rods 11 (as shown in FIG. 3); further, as shown in FIG. 4, the threaded teeth on the connecting rods 11 are provided. 110 can be a fine thread.

According to the above method, the building structure applied in the field of the foundation bolt mainly comprises the main rib 10, the protruding portion 12 and the connecting rod 11 which are sequentially connected, wherein the main rib 10 and the connecting rod 11 are made of the same material or The mutually different materials, and when the main rib 10 and the connecting rod 11 are made of an opposite material, the connecting rod 11 can be made of carbon steel, alloy copper, copper or stainless steel.

As described above, when the main rib 10 is engaged with the connecting rod 11, the main rib 10 can directly pass through the connecting rod 11 to penetrate the column bottom plate 2, and the nut 3 and the screw 110 of the connecting rod 11 are interlocked to set the column. The bottom plate 2, therefore, as can be seen from Figures 5 and 6, the main body of the present invention The main rib 10 on the building structure pillar 1 is joined to the connecting rod 11 of the column bottom plate 2, so that the main rib 10 can be used as the structural element of the pillar 1 and can also support and adjust the column bottom plate. 2, in order to replace the conventional base bolts, greatly save the extra support, mediate the material cost of the foundation bolts required for the column bottom plate 2, and additionally increase the functionality of the main ribs 10.

Please refer to Figure 7 at the end, and refer to Figure 5 and Figure 6; It is known that the diameter D2 of the connecting rod 11 is approximately equal to the diameter D1 of the nut 3, so that the cross section 111 of the connecting rod 11 can be locked under the condition that the thread 110 of the connecting rod 11 and the nut 3 can be interlocked with each other. In the case of an irregular shape (in the figure, a circular shape is exemplified), the main rib 10 can engage the connecting rods 11 of various cross-sectional shapes.

In summary, the construction method and its structure applied in the field of foundation bolts have the following advantages: 1. The construction method and structure of the application in the field of foundation bolts, the main reinforcement on the pillars of the building structure The connecting rods can be connected to the bottom plate of the column, so that the main ribs can be used as the structural elements of the pillars, and the column bottom plate can be supported and adjusted to replace the conventional foundation bolts, thereby greatly saving extra support and adjusting the column bottom plate. The material cost of the required foundation bolts also increases the functionality of the main ribs; 2. The construction method and structure of the application in the field of foundation bolts, the diameter of the connecting rod is approximately equal to the diameter of the nut, so that the connection Under the condition that the screw and the nut of the rod can be interlocked, the cross section of the connecting rod can have an irregular shape, so that the main rib can engage the connecting rod of various cross-sectional shapes.

Therefore, the present invention has excellent advancement and practicability in the same kind of products, and after consulting domestic and foreign technical documents on such materials, it is true that no identical or similar structure or technology exists before the application of the present case. The case should have met the patent requirements of "novelty", "combined with industrial use" and "progressive", and applied for it according to law.

It is to be understood that the foregoing description of the preferred embodiments of the invention is intended to be

1‧‧‧ pillar

10‧‧‧ main tendons

11‧‧‧ Connecting rod

13‧‧‧ stirrups

2‧‧‧ column bottom plate

3‧‧‧ nuts

Claims (12)

A construction method applied in the field of foundation bolts mainly involves joining the end of the main rib on the pillar of the building structure with the connecting rod with the thread, so that the connecting rod at the end of the main rib can pass through the bottom of the column, and the nut and the snail The interlocking of the teeth is set to the base of the column to replace the base bolt. The construction method according to claim 1, wherein the main rib and the connecting rod are the same or an opposite material. The construction method according to claim 1, wherein the main rib and the connecting rod are joined by welding, welding, burning or crimping, and the welding is preferably performed by friction welding, and the welding is performed by high frequency welding. good. The construction method according to claim 1, wherein the diameter of the connecting rod is approximately equal to the diameter of the nut, so that the cross section of the connecting rod can be irregular. An architectural structure applied in the field of a foundation bolt mainly comprises a main rib, a protruding portion and a connecting rod which are sequentially connected, and the protruding portion is formed by a high temperature joint of a main rib and a connecting rod, and a screw thread is arranged on the surface of the connecting rod Wherein the main rib and the connecting rod are mutually opposite materials. An architectural structure applied in the field of a foundation bolt mainly comprises a main rib, a protruding portion and a connecting rod which are sequentially connected, and the protruding portion is formed by a high temperature joint of a main rib and a connecting rod, and a screw thread is arranged on the surface of the connecting rod Wherein the main rib and the connecting rod are the same material. The building structure according to claim 5, wherein the connecting rod is made of copper or stainless steel. The building structure of claim 5 or 6, wherein the main rib is joined to the connecting rod by friction welding or high frequency welding. The building structure of claim 5, wherein the connecting rod is threaded through the column bottom plate to which the steel body is joined, and the column bottom plate can be positioned by at least one nut. The building structure of claim 6, wherein the connecting rod is threaded through the column bottom plate to which the steel body is joined, and the column bottom plate can be positioned by at least one nut. The structure of claim 9, wherein the connecting rod has a diameter equal to a diameter of the nut, so that the connecting rod has a cross-sectional shape that is irregular. The building structure of claim 10, wherein the connecting rod has a diameter equal to a diameter of the nut such that the connecting rod has a cross-sectional shape that is irregular.