CN217580545U - A new type of conjoined body with cross-layer steel truss and cable structure - Google Patents

Abstract

The utility model discloses a novel disjunctor that layer steel truss and cable structure mix strides, wherein this disjunctor includes: at least two core section of thick bamboo and locate the disjunctor steel construction between the core section of thick bamboo, the disjunctor steel construction includes: the steel truss structure comprises cantilever trusses, two cross-layer steel trusses on two sides and a middle guy cable structure, wherein the middle guy cable structure comprises a middle steel truss and high-strength guy cables, and two high-strength guy cables are symmetrically attached to two sides of the middle steel truss. Exert the pre-tensioning force to high-strength cable and had been favorable to reducing the moment of flexure of middle pin steel frame, adjust its and the deformation difference of outside cross-layer steel truss, can rationally control the cable again and be in the state of being drawn all the time, guaranteed disjunctor structure's bearing capacity and security, the utility model discloses a novel disjunctor structure has been found to the form that cross-layer steel truss and cable structure mix, through increasing usable floor area and realizing indoor pleasing to the eye with the little advantage in cross-section, two cables of per road also reach the possibility that the cable was changed for not interrupting building function during operation from now on.

Description

A new type of conjoined body with cross-layer steel truss and cable structure

technical field

The utility model relates to the technical field of construction engineering, in particular to a novel conjoined body in which a cross-layer steel truss and a cable structure are mixed.

Background technique

A conjoined structure refers to a structure with a connecting body between two or more towers, except for the podium. The connection between the large-span conjoined structure and the main structure is usually determined according to the layout of the main structure on both sides, and there are mainly two types of rigid connection and sliding connection. In general, the conjoined parts of the conjoined structure are subject to complex forces. Although the overall analysis requirements of the structure after the rigid connection are relatively high, it reduces the potential factors such as the difficulty in handling the building curtain wall and the hidden danger of building waterproofing, which are often caused by the sliding connection. "Technical Specifications for Concrete Structures of High-rise Buildings" suggests that rigid connections should be adopted.

Due to the advantages of light weight and small seismic action of the steel structure, most of the connecting parts with large spans adopt the steel truss structure across the floor to reduce the self-weight and seismic shear force of the connecting body, and the connecting body steel truss is directly connected to the vertical structure of the main body on both sides. Connect to components (such as core tubes, tower frame columns, etc.). When the width of the connecting body is not less than 16m, a steel truss is usually arranged in the middle, and this spanning steel truss needs to extend to the core tubes on both sides. Obviously, the force of this steel truss is larger than that of the trusses on both sides, so the section of the truss member will also be large, which affects the lighting and use experience of the building space at the connecting body, and sometimes cannot even meet the indoor requirements of the building. In this case, the composition of the conjoined structural system needs to be improved to meet the requirements of the building function.

Therefore, the existing technology still needs to be improved.

Utility model content

In the prior art, the middle-span steel truss in the connecting body requires a large cross-section of components, which affects the lighting and use experience of the building space at the connecting body, and sometimes cannot even meet the indoor requirements of the building.

The present invention aims to alleviate or solve at least one of the above-mentioned problems at least to some extent. On the one hand, the present utility model proposes a new type of conjoined body with a cross-layer steel truss and a cable structure, comprising at least two core tubes and a conjoined steel structure arranged between the core tubes. for supporting the conjoined steel structure, wherein the conjoined steel structure comprises: a cantilevered truss, a first outer truss, a second outer truss and a middle cable structure;

The cantilevered truss is arranged on the core tube, the first outer truss and the second outer truss are supported on the cantilevered truss, and the intermediate cable structure includes an intermediate steel frame and high-strength cables, the upper end anchors of the high-strength cables are connected to the nodes of the core tube, the lower ends of the high-strength cables are tension ends, and the anchors at the tension ends are connected to the bottom layer of the middle steel frame. Beam-column node connection;

The high-strength cables are arranged in multiple channels, and each high-strength cable runs through multiple floors of the conjoined steel structure. In order to avoid the beams and columns on the intermediate steel frame, each high-strength cable The cables respectively adopt two prestressed cables, and the two prestressed cables are respectively close to the two sides of the middle steel frame and are arranged symmetrically.

In one embodiment, the first outer truss and the second outer truss are steel trusses spanning floors, and the height of the spanning steel trusses may be two or more floors.

In one embodiment, the core tube includes a first core tube and a second core tube, the high-strength cables are arranged in six lines, and the three high-strength cables on the left are arranged on the first core tube and The middle steel frame is adjacent to one side of the first core tube, and the three high-strength cables on the right side are arranged on the second core tube and the middle steel frame adjacent to the second core tube. One side, and the three high-strength cables on the left and right sides are symmetrically and evenly distributed.

In one embodiment, the included angle between the high-strength stay cable and the floor plane is 30-70°.

In an embodiment, the distance between the first outer truss and the second outer truss is 20-30 m; the middle cable structure is located between the first outer truss and the second outer truss. Between the two outer trusses, two spans are formed in the width direction of the conjoined structure through the middle cable structure, and the span of each span is 10-15m to ensure the clear height of the conjoined floor. The two sides of the intermediate structure are respectively A steel beam is connected with the first outer truss and the second outer truss.

In one embodiment, horizontal inclined rods are provided in the ground floor and top floor planes of the first outer truss and the second outer truss, and the horizontal inclined rods are used to ensure that when the concrete of the floor is damaged The conjoined structure can still bear the overall force.

The beneficial effects of the present utility model:

1. The utility model uses the first outer truss, the second outer truss and the middle cable structure as the main force-bearing components of the three legs, wherein the outer trusses of the first and second legs are made of cross-layer steel trusses, The height of the spanning steel truss can be two or more floors; the middle cable structure includes a middle steel frame and high-strength cables, and each high-strength cable is two prestressed cables, which are close to the middle of the middle steel frame. On both sides, this new type of conjoined piece of cross-layer steel truss and cable structure has strong bearing capacity and reasonable design.

2. The prestressed cable is set in the middle structure, which can give full play to the advantage of the cable being much higher in strength than steel. Therefore, the cable section is much smaller than that of the steel component, thereby increasing the indoor use area and avoiding the damage to the aesthetics of the building due to the large section. Impact.

3. The pretension applied by the prestressed cable has the following advantages: firstly, it is beneficial to reduce the bending moment of the intermediate steel frame and control the section size of the components; secondly, it can cooperate with the intermediate structure with the first outer truss and the second outer truss The third is to set the pre-tension force, which can ensure that the cable is kept in tension under the normal use state and the ultimate design state, and provides stiffness for the conjoined structure.

4. Each high-strength cable consists of two prestressed cables. In order to avoid the position conflict with the steel beams and columns of the middle steel frame, the two prestressed cables in the high-strength cables are placed in the middle steel frame respectively. It has the advantages of symmetrical force and easy installation.

5. Since the utility model adopts two prestressed cables, combined with the double safety factor of the prestressed cables, setting up two prestressed cables is beneficial to the replacement and maintenance during the operation and maintenance process. When one of them needs to be replaced , can rely on another prestressed cable to bear the force, which greatly prolongs the service life of the conjoined building.

Description of drawings

FIG. 1 is an effect diagram of a new type of conjoined body in which the cross-layer steel truss and the cable structure are mixed provided by the present invention.

FIG. 2 is a schematic diagram of a new type of connecting intermediate bracing cable structure provided by the cross-layer steel truss and bracing cable structure mixed by the utility model.

FIG. 3 is a schematic diagram of the connection between two parallel core tubes and conjoined structural steel provided by the present invention.

FIG. 4 is a schematic diagram of the connection between two non-parallel core tubes and conjoined structural steel provided by the present invention.

5 is a schematic diagram of the plane layout of the ground or top floors of the first and second span-span steel trusses provided by the present invention.

FIG. 6 is a schematic diagram of the structure of the middle cable according to the specific embodiment of the connection between the two conjoined steel structures and the core tube provided by the present invention.

Fig. 7 is a tension schematic diagram of the connection between the high-strength stay cable provided by the present invention and the bottom node of the middle steel frame.

FIG. 8 is a schematic structural diagram of a specific embodiment of the cross-layer steel truss provided by the present invention.

FIG. 9 is a schematic structural diagram of another specific embodiment of the cross-layer steel truss provided by the present invention.

10 is a schematic flow chart of the realization of a new type of conjoined body in which the cross-layer steel truss and the cable structure are mixed provided by the present invention.

Summary of reference numbers:

10. A new type of conjoined cross-layer steel truss and cable structure; 100, core tube; 100a, the first core tube; 100b, the second core tube; 110, corner giant column; 200, conjoined steel structure; 201 202, the second one-piece steel structure; 210, the first outer truss; 220, the second outer truss; 230, the middle steel frame; 240, the high-strength cable; 250, the cantilever Truss; 260, steel beam; 270, horizontal inclined rod; 280, spanning steel truss; 231, middle steel beam on the ground floor; 232, middle steel beam on the second floor; 233, middle steel column; 241, prestressed tension cable; 242, temporary tensioning device; 243, anchor; 244, pin; 2421, device node; 2422, temporary first cable; 2423, temporary second cable; 234, first ear plate; 235, temporary ear plate.

Detailed ways

In order to make the purpose, technical solutions and advantages of the present utility model more clear and definite, the present utility model is further described in detail below with reference to the accompanying drawings and examples. It should be understood that the specific embodiments described herein are only used to explain the present invention, and are not intended to limit the present invention.

Based on the problems existing in the prior art, please refer to FIG. 1 , the present embodiment provides a novel conjoined body with a cross-layer steel truss and a cable structure. At least two core tubes 100 and a conjoined steel structure 200 disposed between the core tubes 100, the core tube 100 is used to support the conjoined steel structure 200, wherein, please refer to FIG. 2 and FIG. 3, the conjoined steel structure 200 includes: The cantilevered truss 250, the first outer truss 210, the second outer truss 220 and the middle cable structure, the cantilevered truss 250 is arranged on the core tube 100, the first outer truss 210 and the second outer truss 220 are both Supported on the cantilever truss 250, the middle stay cable structure includes a middle steel frame 230 and a high-strength stay cable 240, the upper end anchor 243 of the high-strength stay cable 240 is connected to the node of the core tube 100, and the lower end of the high-strength stay cable 240 is a tension cable 240. At the tension end, the anchors 243 (shown in FIG. 7 ) at the tension end are connected to the bottom beam-column joints of the middle steel frame 230. The high-strength cables 240 are arranged in multiple channels, and each high-strength cable 240 runs through the conjoined body. For the multiple floors of the steel structure 200, in order to avoid the beams and columns on the middle steel frame 230, two prestressed cables 241 are used for each high-strength cable 240, and the two prestressed cables 241 are respectively close to the middle. The two sides of the steel frame 230 are arranged symmetrically.

In this embodiment, please refer to FIG. 3 , the first outer truss 210 , the second outer truss 220 and the middle cable structure are used as the three main stress components. Among them, the first outer truss 210 and the second outer truss 220 are located on the outer side of the new type of conjoined body, and are fixed on the core tube 100 by the cantilever truss 250; please refer to FIG. 2, the middle cable structure includes the middle steel frame 230 With the high-strength cable 240, the upper end anchor 243 of the high-strength cable 240 is connected to the node of the core tube 100, the lower end of the high-strength cable 240 is the tension end, and the anchor 243 is connected to the bottom beam-column node of the middle steel frame 230. connect.

In this embodiment, the high-strength stay cables 240 may be arranged in multiple lines, and each line of high-strength stay cables 240 penetrates through multiple floors of the conjoined steel structure 200 . The stay cables 240 respectively adopt two prestressed stay cables 241 (shown in FIG. 7 ) that are close to both sides of the middle steel frame 230 , and the two prestressed stay cables 241 are arranged symmetrically.

The prestressed cable 241 is set in the middle truss structure, which can give full play to the advantages of the cable being much higher in strength than steel, and can increase the indoor use area with the advantage of small cross-section and ensure the indoor beauty. By applying a pre-tension force to the pre-stressed cable 241, the bending moment of the intermediate steel frame 230 is reduced, and the cross-sectional size of the component is effectively controlled. At the same time, by setting a reasonable prestress, the cable can be kept in tension under the normal use state and the ultimate design state, which provides rigidity for the conjoined structure, and also makes the deformation of the middle steel frame 230 and the outer side of the first tie The deformations of the truss 210 and the second outer truss 220 are close to reduce the possibility of warping of the floor slab. In addition, this embodiment can reduce the space occupied by steel members and release more usable space compared with the conjoined body with a steel truss in the middle. Each high-strength stay cable 240 is two, the force is balanced, and the operation and maintenance period is increased. The cable replacement is possible.

The beneficial effects of the novel conjoined body 10 in which the cross-layer steel truss and the stay cable structure are mixed provided in this embodiment are at least as follows:

1. In this embodiment, the first outer truss 210, the second outer truss 220 and the middle cable structure are used as the three main stress components, wherein the middle cable structure includes the middle steel frame 230 and the high-strength cables. 240. Each high-strength cable 240 is two prestressed cables 241, which are close to both sides of the middle steel frame 230. This new type of conjoined body 10 with a mixed cross-layer steel truss and cable structure has strong bearing capacity and reasonable design. .

2. The prestressed cable 241 is set in the middle truss structure, which can give full play to the advantage of the cable having a far higher strength than steel. Therefore, the section of the cable is much smaller than that of the steel member, thereby increasing the indoor use area and avoiding the appearance of the building due to the large section. impact.

3. The pretensioning force applied by the prestressed cable 241 has the following advantages: firstly, it is beneficial to reduce the bending moment of the intermediate steel frame 230 and control the cross-sectional size of the components; The deformation of the outer truss 220 is poor; the third is that the high-strength cable 240 is set with a pre-tension force, which can ensure that the cable can maintain the cable force under tension in the normal use state and the ultimate design state, and provide rigidity for the conjoined structure.

4. Each high-strength cable 240 is two prestressed cables 241. In order to avoid the positional conflict with the steel beam 260 and the steel column of the middle steel frame 230, the two prestressed cables 241 in the high-strength cable 240 are respectively It is placed on both sides of the middle steel frame 230, which has the advantages of symmetrical force and convenient installation.

5. In this embodiment, since two prestressed cables 241 are used, combined with the double safety factor of the prestressed cables 241, two prestressed cables 241 are set to facilitate the replacement and maintenance during the operation and maintenance process. When it needs to be replaced, it can rely on another prestressed cable 241 to bear the force, which greatly prolongs the service life of the conjoined building.

In an embodiment, please refer to FIG. 8 and FIG. 9 , the first outer truss 210 and the second outer truss 220 are cross-layer steel trusses 280 , and the height of the cross-layer steel trusses 280 can be two or more floors .

In this embodiment, the first outer truss 210 and the second outer truss 220 are spanned steel trusses, and the height of the spanned steel trusses can be two or more floors, that is, the spanned steel trusses are at least two floors. .

In one embodiment, please refer to FIG. 2 and FIG. 4 , the core tube 100 includes a first core tube 100 a and a second core tube 100 b , the high-strength cables 240 are arranged in six, and the three high-strength cables 240 on the left are arranged at The first core tube 100a and the middle steel frame 230 are adjacent to one side of the first core tube 100a, and the three high-strength cables 240 on the right side are arranged on the second core tube 100b and the middle steel frame 230 adjacent to the second core tube 100b. The three groups of high-strength cables 240 on the left and right sides are symmetrically and evenly distributed.

In this embodiment, the core tube 100 includes a first core tube 100a and a second core tube 100b, wherein, the high-strength cables 240 are arranged in six lines, and the left three high-strength cables 240 are arranged in the first core tube 100a and the middle The steel frame 230 is adjacent to the side of the first core tube 100a, and the three high-strength cables 240 on the right side are arranged on the second core tube 100b and the middle steel frame 230 is adjacent to the side of the second core tube 100b. The three high-strength cables 240 are symmetrically and evenly distributed, which can balance the stress and reduce the local stress concentration. It should be understood that the number of the high-strength cables 240 is not limited to the above-mentioned six, and may also be other situations, which are not limited here.

In this embodiment, two or more core tubes 100 may be provided, and an alternate conjoined structure is formed by two or more than two core tubes 100 , wherein, please refer to FIG. 3 , the two core tubes 100 may In order to be arranged side by side and parallel, this can be beneficial to the stability of the conjoined structure, and the safety factor is high. In addition, please refer to FIG. 4 , the two core tubes 100 can also be distributed in a non-parallel arrangement. Under a specific geographical location, such arrangement can facilitate the conjoined structure to make full use of the site space. The first core tube 100a is used as a reference, the second core tube 100b is deflected or offset, the first core tube 100a is provided with two cantilevered trusses 250, and the second core tube 100b is provided with corner giant columns 110. Two cantilevered trusses 250 are arranged on the core tube 100b and the corner giant column 110, and the first outer truss 210 and the second outer truss 220 are respectively arranged on the two outer sides of the conjoined body through the above-mentioned four cantilevered trusses 250. It can strengthen the stability and structural strength of the conjoined body.

In an embodiment, please refer to FIG. 6 , two conjoined steel structures 200 are provided, such as a first conjoined steel structure 201 and a second conjoined steel structure 202 . The cable structure is provided with 6 high-strength cables 240, and each high-strength cable 240 runs through multiple floors of the conjoined steel structure 200. In order to avoid the beams and columns on the middle steel frame 230, each high-strength cable 240 Two prestressed cables 241 are respectively used, and the two prestressed cables 241 are respectively arranged on both sides of the beams and columns of the middle steel frame 230 and are symmetrically arranged. The second conjoined steel structure 202 is also provided with 6 high-strength cables. Cables 240, and each high-strength cable 240 runs through multiple floors of the conjoined steel structure 200. In order to avoid the beams and columns on the middle steel frame 230, each high-strength cable 240 adopts two prestressed cables 241 respectively. , the two prestressed cables 241 are respectively arranged on both sides of the beam and column of the middle steel frame 230 and are arranged symmetrically.

In this embodiment, high-strength stay cables 240 are independently used for the intermediate cable structures of the first one-piece steel structure 201 and the second one-piece steel structure 202, which can reduce the structural risk of the second one-piece steel structure 202 to the first one. The conjoined steel structure 201 transmits or the structural risk of the first conjoined steel structure 201 is transmitted to the second conjoined steel structure 202, which has high structural strength, safety and reliability, and can form a higher and larger conjoined structure. It should be understood that the conjoined steel structure 200 is not limited to the above-mentioned first conjoined steel structure 201 and the second conjoined steel structure 202, and the high-strength cables 240 provided in each conjoined steel structure 200 are not limited to the above-mentioned 6, all can be other situations, which are not limited here.

In an embodiment, please refer to FIG. 2 , the included angle between the high-strength cable 240 and the floor plane is 30-70°.

In this embodiment, the included angle between the high-strength stay cable 240 and the floor plane is 30-70°, which can make the cable force more efficient and help reduce the bending moment internal force of the middle steel frame 230 .

In an embodiment, please refer to FIG. 5 , the distance between the first outer truss 210 and the second outer truss 220 is 20-30 m; the middle cable structure is located between the first outer truss 210 and the second outer truss 220 . Between the outer trusses 220, two spans are formed in the width direction of the conjoined structure through the middle cable structure, and the span of each span is 10-15m, so as to ensure the clear height of the conjoined floor. Steel beams 260 are respectively connected to the first and second outer trusses 210 and 220 on both sides of the middle truss structure.

In an embodiment, please refer to FIG. 5 , horizontal inclined rods 270 are provided in the ground floor and top floor planes of the first outer truss 210 and the second outer truss 220, and the horizontal inclined rods 270 are used to ensure the floor. When the concrete is damaged, the conjoined structure can still bear the overall force.

In this embodiment, horizontal inclined rods 270 are arranged on the ground floor and top floor of the first outer truss 210 and the second outer truss 220. The horizontal inclined rods 270 can be arranged uniformly and continuously, and the left and right sides are horizontal The inclined rods 270 are arranged symmetrically on the left and right, and the force is reasonable, which can avoid the phenomenon of local stress concentration on the horizontal inclined rods 270 . It should be understood that, the arrangement of the horizontal inclined rods 270 is not limited to the above-mentioned uniform and continuous arrangement and left-right symmetrical arrangement, and may also be in other situations, which are not limited here.

In this embodiment, please refer to FIG. 7 , the temporary tensioning device 242 when the two prestressed cables 241 in the high-strength cable 240 are tensioned. The temporary tensioning device 242 is provided with a device node 2421 and a temporary first tensioning device The cable 2422, the temporary second cable 2423 and the temporary ear plate 235, through this device, connect the two prestressed cables 241 together, and can simultaneously apply the pretension force. The device node 2421 of the temporary tensioning device 242 can also keep the two parallel prestressing cables 241 at a certain distance, so that the two parallel prestressing cables 241 are in close contact with the two sides of the middle steel frame 230 respectively. .

Specifically, please refer to FIG. 7 , the temporary tensioning device 242 of the two prestressed cables 241 in the high-strength cable 240 includes a device node 2421 , a temporary first cable 2422 , a temporary second cable 2423 and a temporary lug 235 , wherein, through this device, the two prestressing cables 241 are connected together, and the pretensioning force can be applied simultaneously. The device node 2421 of the temporary tensioning device 242 can also keep the two parallel prestressing cables 241 at a certain distance, so that the two parallel prestressing cables 241 are in close contact with the two sides of the middle steel frame 230 respectively. . As shown in the figure, one end of the high-strength cable 240 is hinged to the bottom beam-column node of the middle steel frame 230, and the middle steel frame 230 includes the bottom middle steel beam 231260, the second middle middle steel beam 232260 and the steel column, the bottom beam column The node part is the part where the bottom steel beam 260 is connected with the steel column. The first lug plate 234 is provided on the bottom layer beam-column node part, and the anchors 243 on the two prestressed cables 241 in the high-strength cable 240 pass through the pin shaft 244 Connect with the corresponding ear plate.

On the other hand, referring to FIG. 10 , the present invention also provides a method for realizing a new type of conjoined body for the above-mentioned cross-layer steel truss and cable structure mixing, which specifically includes the following steps:

S100, constructing at least two adjacent core tubes.

Specifically, the core tube 100 is constructed first, and then the truss 250 is suspended from the core tube 100 , and the cantilevered truss 250 is used to support the first outer truss 210 and the second outer truss 220 .

S200, a tire frame is arranged between two adjacent core tubes.

A tire frame is arranged between two adjacent core tubes 100 , and the tire frame is used to support the conjoined steel structure 200 , which can facilitate the hoisting, assembly and fixation of the conjoined steel structure 200 .

S300, constructing a conjoined steel structure on the tire frame.

First install the first outer truss 210, the second outer truss 220 and the middle steel frame 230, then use the steel beam 260 to connect the three structures into a whole, and then lay the steel beam 260 on the steel truss floor slab to form the floor , and then continue to install the conjoined upper structure on the floor, wherein, horizontal inclined rods 270 are provided on the ground floor and top floor of the first outer truss 210 and the second outer truss 220, and the horizontal inclined rods 270 can be connected with The middle steel frame 230 is connected, and the horizontal inclined rods 270 are used to ensure that the conjoined structure can still bear the overall force when the concrete of the floor is damaged.

S400, install high-strength cables between the intermediate steel frame and the core tube, and apply prestress to the high-strength cables for the first time.

For the first time, a 30-60% prestress was applied to the high-strength cable.

S500, tire unloading frame;

S600, pouring concrete on the conjoined steel structure;

S700, applying prestress to the high-strength cable for the second time.

100% prestress is applied to the high-strength cable 240 for the second time.

To sum up, the present invention provides a new type of conjoined body in which a cross-layer steel truss and a cable structure are mixed, wherein the conjoined structure comprises: at least two core tubes and a conjoined steel structure arranged between the core tubes, The conjoined steel structure includes: cantilevered truss, spanning steel trusses on both sides, and middle stay cable structure. The middle stay cable structure includes middle steel frame and high-strength stay cables. Each high-strength stay cable consists of two, which are symmetrical and close to each other. Frame sides. The application of pre-tension to the high-strength cable is not only beneficial to reduce the bending moment of the steel frame, adjust the deformation difference between it and the two outer span steel trusses, but also reasonably control the cable to be always in tension, ensuring the bearing capacity of the conjoined structure. And safety, the utility model adopts the hybrid form of cross-layer steel truss and cable structure to construct a new conjoined structure. By giving full play to the advantages of high strength of the cable, the advantage of small cross-section increases the usable area and realizes the indoor beauty. The two cables for each line also make it possible to replace the cables without interrupting the building function during the future operation.

It should be understood that the application of the present invention is not limited to the above-mentioned examples. For those of ordinary skill in the art, improvements or transformations can be made according to the above descriptions. All these improvements and transformations should belong to the protection of the appended claims of the present invention. scope.

Claims (6)

1. The utility model provides a novel disjunctor that stride layer steel truss and cable structure mix, includes two at least core section of thick bamboos and locates disjunctor steel construction between the core section of thick bamboo, a core section of thick bamboo is used for supporting disjunctor steel construction, its characterized in that, disjunctor steel construction includes: the cantilever truss, the first outer truss, the second outer truss and the middle guy cable structure;

the cantilever truss is arranged on the core barrel, the first truss outer truss and the second truss outer truss are supported on the cantilever truss, the middle truss guy cable structure comprises a middle truss frame and a high-strength guy cable, an upper end anchorage of the high-strength guy cable is connected with a node of the core barrel, the lower end of the high-strength guy cable is a tensile end, and an anchorage of the tensile end is connected with a bottom beam column node part of the middle truss frame;

the high-strength inhaul cables are arranged in multiple paths, each high-strength inhaul cable penetrates through multiple floors of the connected steel structure, in order to avoid a beam column on the middle steel frame, each high-strength inhaul cable is respectively provided with two prestressed inhaul cables, and the two prestressed inhaul cables are tightly attached to two sides of the middle steel frame and are symmetrically arranged.

2. The novel cross-layer steel truss and inhaul cable structure mixed connection body as claimed in claim 1, wherein the first outer truss and the second outer truss are cross-layer steel trusses, and the height of the cross-layer steel trusses can be two or more floors.

3. The novel cross-layer steel truss and inhaul cable structure mixed connection body according to claim 1, wherein the core cylinder comprises a first core cylinder and a second core cylinder, the high-strength inhaul cables are arranged in six paths, three paths on the left side are arranged on one side of the first core cylinder adjacent to the middle steel truss frame, three paths on the right side are arranged on one side of the second core cylinder adjacent to the middle steel truss frame, and three paths on the left side and the right side are symmetrically and uniformly distributed.

4. The novel cross-layer steel truss and guy cable structure hybrid link as claimed in claim 1, wherein the included angle between the high-strength guy cable and the floor plane is 30-70 °.

5. The novel cross-layer steel truss and guy cable structure mixed conjoined as in claim 1, wherein the distance between the first outer truss and the second outer truss is 20-30 m; the middle truss guy structure is positioned between the first truss outer side truss and the second truss outer side truss, two spans are formed in the width direction of the connected structure through the middle truss guy structure, each span is 10-15 m, the clear height of the connected floor is guaranteed, and steel beams are respectively connected with the first truss outer side truss and the second truss outer side truss on two sides of the middle truss structure.

6. The novel cross-layer steel truss and inhaul cable structure mixed connection body as claimed in claim 1, wherein horizontal oblique rods are arranged in the bottom layer floor plane and the top layer floor plane of the first truss and the second truss, and the horizontal oblique rods are used for guaranteeing that the connection body structure can still bear force integrally when floor concrete is damaged.

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