TWM301246U - Plugging combined wire confinement with buckling, restricting and toughness support - Google Patents

Description

M301246 捌, new description: [New technical field] This creation is related to the rapid installation, simple joint structure and easy control of production quality [system, saving of the surrounding material and the assembly of the axial force connector and the surrounding component Simple plug-in combined bundle restraint and restrained toughness support. [Prior Art] Please refer to (4) 1 Acid 2nd picture at the same time, "1 ® is obviously selected by the concrete-filled steel-framed concrete for the surrounding material. The second picture A is the i-th cross-section along the AA section. Sectional view, Fig. 2B is a sectional view of the section of the figure taken along the B_B section. The frustration of the frustum is reduced to the square 绮12 _[section slanted shape _ force plug member 1 _ tube and axial force The plug-in member is filled with 9 or cement sand. The axial force plug-in member is made of steel plates 112, 113 and m welded together, mainly bearing the axial load; and concrete and steel pipe constitute the surrounding member. The utility model is for preventing the axial force plugging member from frustrating in the lining; in addition, the axial force inserting member surface and covering the layer sliding material 8 to prevent the axial force from being transmitted to the surrounding member. The axial force plug-in configuration (4) is divided into sections, and the W-wing plate has a plurality of thread-detecting holes 7 . Since the bundle member wire extends to the end portion, and the end portion is provided with a plurality of screws and inspection holes, the axial force is inserted. The reduction of the sectional area of the connecting member is to ensure that the axial force of the connecting member can fully exert its secret and avoid local damage at the end, so the axial force is inserted. The end of the member adopts a section with a larger section than the middle section 6 M301246. Since the end section of the axial force insertion member is larger than the section of the intermediate section, the vicinity of the end of the axial force insertion member and the surrounding bundle A compression space 91 is required between the concrete to prevent the concrete from being crushed and the axial force is transmitted to the surrounding member. According to years of research, it is shown that the concrete-shaped concrete with the concrete-filled steel tube is restrained and trapped. 'The axial gambling height, material behavior and _ excellent mechanical properties make it gradually applied to the seismic and seismic design of high-rise structures. As mentioned above, this kind of concrete is a cross of the surrounding members. The miscellaneous restraint support 'because of the influence of the cross-section of the end of the axial force plug member and the joint hole configuration' makes the joint of the two ends of the strut and the structural body must be docked. In the way of the joint, the 3X inspection cross-stiffness restrains the support wire on the structural side view 'this, the part of the structural body that is joined to the axial force insertion member must also be a cross, except for the third fiscal The joint bribe 3 plus 烊 plus 1 (), also It must be matched with the butt plate 6 to complete the docking work. However, this type of butt joint is not only required to match up to 16 pairs of butt steel plates; the body is joined to the axial force joint member. Partly depends on the cross-shaped 'increasing the amount of A', which also makes the joint part quite complicated and crowded; otherwise, the number of bolts required for the butt joint is used under the premise that the joint transmits the same amount of suction. It will take twice as much as the connection and the connection, and it will be very time-consuming and time-consuming to install such a setback, and the operation is reduced, and the quality is easy to control. M301246 [New content] The purpose of the creation is to solve the above problems and propose a plug-in combined bundle restraint restraint and diligent branch, including a set of axial force members and a surrounding member, wherein the axial force plug members are ten The glyph has a long strip-shaped member with a single symmetrical cross section, and the end section of the axial force interposing member is larger than the section of the middle section, and each is placed in the open-shaped bunching member, and is inserted into the structural body. Way joint The parts include double C-shaped steel made of pure steel, double c: steel, curved steel, c-shaped and in-line steel plate combination, 匸-shaped and in-line steel plate combination, double L-shaped combination, double steel pipe, four steel pipes, Semi-circular tubes, truss-shaped steel tubes, angle steel surrounding members, conventional concrete members and joining materials, etc., to prevent the axial force plug members from frustrating under pressure. The plug-in combination of the creation of the bundle restraint and restraint toughness support not only retains the excellent mechanical properties of the conventional lap joint combination frustration restraint toughness support, but also solves the design and construction problems, saves the surrounding component materials, and quickly installs and installs Simple and easy to control the quality of the production; also the use of cross-shaped frustration constraints tough support and plug-in tough support and lap joint combination frustration restraint toughness support joint complex and axial force connector and surrounding components assembly At the same time, the problem of the loss of the material of the surrounding component and the difficulty in controlling the installation time and the accuracy are solved at the same time. In order to make the above objects, features and advantages of the present invention easier to understand, the preferred embodiments of the present invention are specifically described below, and are described in detail in conjunction with the drawings.

M301246 [Embodiment] Please refer to FIG. 4, FIG. 5, FIG. 6 and FIG. 13 to FIG. 25 simultaneously for explaining the first embodiment of the present creation, wherein FIG. 4A is the first creation of the present invention. A side view of the embodiment, FIG. 4B is a plan view of the first embodiment of the creation, FIG. 5 is an elevation view of the embodiment mounted on the frame, and FIG. 6 is a perspective view of the creation, FIG. Fig. 13 to Fig. 15 are partial enlarged views of the joint façade, and Figs. 16 to 18 are partial enlarged views of the joint section, and Fig. 19 to Fig. 25A are sections of Fig. 4A along line AA. Fig. 19 to Fig. 25 to Fig. 25 are sectional views of Fig. 4. The first embodiment of the present invention comprises a bundle member of a combination of an axial force insertion member and a channel steel, wherein a set of axial force insertion members 16 are respectively formed by a combination of a strip steel plate 161 and a 162 weld 41. The U-shaped, I-shaped, in-line, 〇-shaped, Η-shaped and cross-shaped sections are placed in the surrounding member 21, and the gaps between the combined surrounding members are filled with concrete 9 or cement mortar and welded by 41 Engagement, the joint is attached with the joint material 22 to facilitate the close connection of the bundle member, and a set of the bundle member is used to surround the axial force insertion member to prevent the axial force of the joint member from being frustrated under pressure, and the axial force The surface of the mating member shall be covered with a layer of sliding material 8 for preventing the transmission of axial force to the surrounding member. The end section of the axial force interposing member has a larger cross section than the intermediate section, and is welded with an extension into the combined c-shaped groove. The strip-shaped stiffened steel plate 162 in the steel is used to avoid local frustration at the end joint portion; since the end portion of the axial force plug member is connected to the section of the M M 01146, which is larger than the section of the middle section, the axial force is inserted. Pressure must be reserved between the end of the joint member and the concrete of the bundle Space 91, to prevent the concrete squeezing axial force is transmitted to the confinement member. When a set of axial force plug members are inserted into the joint jaws 3, welding is completed 41 to the structural body. Please refer to FIG. 7 , FIG. 8 , FIG. 9 and FIG. 13 to FIG. 25 simultaneously for explaining the second embodiment of the present invention, wherein FIG. 7 is a side view of the second embodiment of the present creation. 7 is a plan view of a second embodiment of the creation, FIG. 8 is an elevational view of the embodiment mounted on the frame, and FIG. 9 is a perspective view of the creation, and FIGS. 13 to 15 For a partial enlargement of the joint façade, the first to the 18th is a partial enlarged view of the joint section, and the 19th to the third diagram A is a sectional view of the seventh diagram A along the line AA, and FIG. 19B 25 and B are sectional views of Fig. 7 and Fig. 8 along BB. The second embodiment of the present invention includes a set of axial force insertion members and a set of surrounding members, wherein a set of axial force insertion members 16 are respectively formed into a T-shape by a strip steel plate 161 and a 162 k connection 41. I-shaped, in-line, 〇-shaped,} [shaped and cross-shaped sections, each placed in the surrounding member 21, the gap between the combined surrounding members is filled with concrete 9 or cement mortar, and joined by welding 41, The abutting portion is attached by the bonding material 22 to facilitate the close connection of the bundle members, and constitutes a group of surrounding members for enclosing the axial force plugging member to prevent the axial force of the connecting member from being frustrated under pressure, and the axial force is inserted. The surface of the member shall be covered with a sliding material 8 to prevent the axial force transmission M3 01246 from being delivered to the surrounding member. The end section of the axial force insertion member is larger than the section of the intermediate section, and the welding has an extension into the combined c shape. The strip-shaped stiffened steel plate 162 in the channel is used to avoid local frustration at the end joint portion; since the end joint section of the axial force plug member is larger than the section of the intermediate section, the axial force plug member end A compression space 91 must be reserved between the concrete and the surrounding concrete to prevent The concrete is squeezed to transmit the axial force to the surrounding structure

Pieces. When a set of axial force mating members are engaged with the engaging jaws 3, the welding is completed 41 with the structural body. Please also refer to FIG. 10, FIG. 11 and FIG. 12 and FIG. 13 to FIG. 25 for explaining the third embodiment of the present creation, wherein the first drawing is the side of the third embodiment of the present creation. View, FIG. 10B is a plan view of a third embodiment of the creation, FIG. 11 is an elevation view of the embodiment mounted on the frame, and FIG. 2 is a perspective view of the creation, FIG. 13 to 15 is a partial enlarged view of the joint façade, and FIGS. 16 to 18 are partial enlarged views of the joint section, and FIG. 19 to FIG. 25A are a cross-sectional view along the AA of FIG. 10A, FIG. B to Fig. 25B is a cross-sectional view taken along line BB of Fig. 10A. A third embodiment of the present invention includes a set of axial force insertion members and a set of surrounding members, wherein a set of axial force insertion members 16 are respectively combined by a strip steel plate 161 and 162 welding 41 to form a T-shape, I The shape, the inline shape, the 〇 shape, the Η shape and the cross section are placed in the surrounding member, and the gap between the combined surrounding members is filled with concrete 9 or cement mortar, and joined by welding 41, butt joint M3 01246 The bonding material 22 is attached to facilitate the close connection of the bundle members to form a group of surrounding members for enclosing the axial force insertion member, thereby preventing the axial force insertion member from frustrating under pressure, and the axial force insertion member The surface shall be covered with a sliding material 8 for preventing the axial force from being transmitted to the surrounding member. The end section of the axial force inserting member is larger than the section of the intermediate section, and it is known that there is an extension into the combined C-shaped channel steel. Long strip stiffened steel plate; 162, used to avoid

Partial failure occurs in the joint portion of the endless joint; since the end joint section of the axial force inserting member is larger than the section of the intermediate section, a compression space 91 is reserved between the end of the axial force inserting member and the concrete of the bundle. The axial force is transmitted to the surrounding member to prevent the concrete from being squeezed. When a set of axial force mating members are engaged with the engaging jaws 3, the welding is completed 41 with the structural body. In short, the plug-in combination of the creation of the combination of restraint and restraint toughness support not only retains the excellent mechanical properties of the conventional cross-type restraint and restraint toughness support, but also solves the design and construction problems, the material of the beam-splitting component, and the reading Quick and easy, and easy to make quality _ _ quality; also complicated assembly of the joint force and the axial force of the connector member, the loss of the material of the beam-forming component when inserting, and the problem of the wire f and the accuracy are not verified at the same time . Although this creation has been implemented by Xiao Jia, Fan _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ The scope of protection of this creation is subject to the definition of the scope of the patent application attached.

13 M3 01246 [Simple description of the diagram] Figure 1 shows the conventional cruciform buckling restraint support with concrete filled steel tube as the surrounding material; Fig. 2 is a sectional view along the a-a of the first figure; B is a sectional view taken along line B-B of Fig. 1;

Figure 3 is a cross-section of a conventional cruciform restraint toughness support mounted on a frame TSI · Figure, Figure 4A is a side view of the first embodiment of the creation; Figure 4B is the first of the creation FIG. 5 is a perspective view of the first embodiment of the present invention installed on the frame, and FIG. 6 is a schematic perspective view of the creation; FIG. 7A is a side view of the second embodiment of the creation Figure 7 is a plan view of a second embodiment of the present invention; Figure 8 is an elevational view of the second embodiment of the present invention mounted on the frame; Figure 9 is a perspective view of the creation; A is a side view of the third embodiment of the creation; FIG. 10B is a plan view of the third embodiment of the creation; FIG. 11 is an elevational view of the third embodiment of the creation mounted on the frame; Figure 3 is a perspective view of the creation; M3 01246 Figure 13 is a partial enlarged view of the joint façade of the first, second and third embodiments of the creation; Figure 14 is the first, second and third embodiments of the creation Partial enlarged view of the joint façade; Figure 15 is the first, second and third embodiments of the creation Commissure elevation partial enlarged view;

Figure 16 is a partial enlarged view of the joint section of the first, second and third embodiments of the creation; Figure 17 is a partial enlarged view of the joint section of the first, second and third embodiments of the creation; Figure 1 is a partial enlarged view of the joint section of the first, second and third embodiments of the creation; Figure 19 is a sectional view along the a-a of the first, second and third embodiments; 2, 3, and 3 are cross-sectional views along B-B; FIG. 20A is a cross-sectional view of the first, second, and third embodiments along Baya A; FIG. 20B is a first, second, and third embodiment along B - Figure 2 is a cross-sectional view of the first, second, and third embodiments along AA; and Figure 21B is a cross-sectional view of the first, second, and third embodiments along B - B; A cross-sectional view along the AA for the first, second and third embodiments; 15 M3 01246

Figure 22 is a cross-sectional view of the first, second, and third embodiments along the Β-Β; Figure 23 is a cross-sectional view of the first, second, and third embodiments along the Α-Α; 2 and 3 are cross-sectional views along B-B; Fig. 24A is a cross-sectional view taken along line A-A of the first, second and third embodiments; and Fig. 24B is a first, second and third embodiment along B- Figure 25 is a cross-sectional view of the first, second and third embodiments along AA; Figure 25B is a cross-sectional view of the first, second and third embodiments along B-B; 9 concrete 2 beam 91 reserved compression space 3 joint gusset plate 10 joint stiffening steel plate 4 bolt 11 cross-shaped axial force plug member 41 welding 112 steel plate 5 stiffening steel plate 113 steel plate 6 butt joint plate 114 Steel plate 8 sliding material [silicone rubber, rubber mat, rubber 115 round rod axial force plug member material, cyclic subtree resin, asphalt and cement material 12 square steel tube combination] 13 steel plate axial force plug connector M3 01246

14 rectangular steel pipe 15 strip-shaped connecting steel plate 16 axial force plug-in member 161 strip steel plate 21 bundle member 22 joint material 23 steel plate 24 steel plate

17

Claims (1)

M3 01246 玖, apply for a patent: • A plug-in combined bundle buckling restraint toughness support, including a set of beam members, each of which is independently formed as a set of axial force plug members, the end turn section being larger than the middle section, the shaft The force insertion member is placed in the opening-like member, that is, after the axial force insertion member is inserted into the joint jaw, the welding is completed with the structural body. 2. The plug-in combination _ bundle frustration restraint toughness support described in the first paragraph of the patent scope of Shen Qing, wherein the aforementioned group of surrounding members are made of pure steel, concrete, double C-shaped steel, double c-shaped steel , curved steel with friends c-shaped and flat-shaped steel plate combination, / with sub-shaped steel plate combination, double L-shaped combination, double steel pipe, twisted steel pipe, semi-circular pipe '0-shaped steel pipe, angle steel. 3. The plug-in combined bundle buckling restraining and toughness support according to claim 1, wherein the group of the surrounding members is formed by mechanically bending and welding, and the steel plate is directly connected by splicing. 4. The plug-in combined bundle buckling restraining toughness support according to the first aspect of the patent application, wherein the aforementioned set of axial force plug members are made of pure steel, including T-shape, I-shape, and in-line shape. 〇, H and cross sections. 5. The plug-in combined bundle buckling restraint toughness support according to item 1 of the patent application scope, wherein the aforementioned set of joint rafts is made of pure steel, including the axial force 18 M3 01246 Ke Yue V曰 correction Γ ' 'Complementary plug member splicing, yin and yang joints, joints, close joints and notches and members of the same shape as the axial force plug members. 162 M3 01246 柒, designated representative circle: (1) The representative representative of the case is: (11). (2) The symbol of the representative figure of this representative figure is a brief description of the label: 1 column 2 beam 3 joint gusset plate 41 welding 8 sliding material 9 concrete 91 reserved compression space 16 axial force plug member 162 strip stiffening Steel plate 21 bundle member