Assembly type combined frame and beams and columns thereof
By using a prefabricated modular frame structure, and utilizing a combined steel frame and fiber-reinforced concrete materials, the problem of low cost-effectiveness in seismic performance of buildings has been solved, achieving a high efficiency improvement in seismic performance and enhanced structural stability.
Patent Information
- Application Number
- CN202520081134.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-14
- Publication Date
- 2025-12-26
- Estimated Expiration
- 2035-01-14
AI Technical Summary
Existing seismic resistance technologies for buildings suffer from problems such as excessive material usage and low cost-effectiveness in terms of seismic resistance, making it difficult to effectively prevent building collapses caused by earthquakes.
The system adopts a prefabricated modular frame structure, including a modular steel frame, rectangular core tube, radial spokes, wedges and outer plates. The components are fastened by tie rods and threaded connections, and the seismic performance is improved by combining materials such as steel fiber reinforced concrete.
It effectively reduces welding microcracks and stress deformation, improves seismic performance, enhances the stability and safety of buildings, and also possesses good strength, thermal insulation and sound insulation properties.
Smart Images
Figure CN223723895U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model belongs to fixed building, concretely relates to a combined frame based on assembly type and its beam and column. BACKGROUND
[0002] Earthquake is a regular disaster, and it is difficult to predict accurately at present. The huge loss of life and property caused by earthquake in history is difficult to count. The direct cause of life loss is the collapse of building. Seismic resistance has always been the focus of the building industry. The previous building seismic resistance technology considers lightening of building material, increasing beam, column section, wall thickness and optimizing overall mechanical structure, and has the defects of more material and low performance price ratio of seismic resistance effect. CONTENT OF UTILITY MODEL
[0003] The utility model discloses a combined frame based on assembly type and its beam and column, which are used to solve the problems of hidden cracks, fatigue extension cracks and the like caused by building tremor, shaking and shaking, and overcome the defects of the prior art.
[0004] The utility model discloses a combined beam and column based on assembly type, which comprises a cross beam or a vertical column, characterized in that the vertical column or the cross beam is composed of a combined steel framework, the combined steel framework comprises a rectangular core pipe, radial webs connected to four corners of the rectangular core pipe, wedge blocks arranged at intervals in grooves between adjacent radial webs, and a peripheral plate surrounding the radial webs and the wedge blocks.
[0005] As a preferred embodiment of the utility model, the radial webs are welded on the edges of the four corners of the rectangular core pipe, or the connecting plates are bent into open grooves, and two open grooves are fixed to a pair of opposite surfaces of the rectangular core pipe to form four radial webs extending radially from the four corners of the rectangular core pipe, and the plane of the radial web is on the extension line of the diagonal of the cross section of the rectangular core pipe.
[0006] As a preferred embodiment of the utility model, it further comprises a plurality of straightly arranged tie bars passing through the wedge blocks, the tie bars are straightened steel bars, one end or both ends of the tie bars corresponding to the end of the rectangular core pipe are threaded, and a tightening nut is assembled on the thread; or the tie bars are composed of two or more than two sections, the opposite sections of the tie bars are connected by mutually reverse threads and a wire sleeve, the end of the tie bar corresponding to the two ends of the rectangular core pipe is welded or hot forged into an end cap larger than the diameter of the tie bar; a tie bar connecting seat is fixed at the two ends of the rectangular core pipe, or a tie bar connecting seat is fixed on the end plate of the rectangular core pipe; the tie bar connecting seat has a tie bar end hole or a tie bar insertion slot, the two ends of the tie bar are inserted into the tie bar connecting seat, the tie bar corresponding to the wedge block part is inserted into the strip-shaped slot on the wedge block end plate, and the nut on the end of the tie bar or the wire sleeve at the joint of the segmented tie bars is tightened to fix the tie bar on the tie bar connecting seat.
[0007] As the preferred of the utility model, the peripheral plate is the flat plate which links and surrounds the rectangular core pipe, radial web, and wedge, the screw rod which passes the plate surface of the peripheral plate is screwed into the threaded hole on the wedge, the peripheral plate is fastened on the wedge, the rectangular core pipe, radial web, reinforcing bar and wedge are surrounded, the peripheral plate is rectangular or trapezoidal or circular.
[0008] As the preferred of the utility model, the wedge is composed of three flat steel plates which are connected, the flat steel plate includes the rectangular side plate which is parallel with the side of the circular core pipe, two end plates which are connected with two opposite edges of the rectangular side plate respectively and point to the circular core pipe, the other two opposite edges of the rectangular side plate are close to the edge of the radial web, the rectangular side plate has several threaded holes which pass the screw rod, the shape and size of the end plate are same with the horizontal interface of the groove which is formed by the circular core pipe and the radial web, the wedge has the strip-shaped gap which is assembled with the reinforcing bar on the end plate, the length direction of the gap is perpendicular to the side of the circular core pipe, the opening of the gap is on the side of the circular core pipe, the wedge support seat is fixed on the side of the circular core pipe, the wedge support seat has the bottom plate which is attached with the circular core pipe and the vertical plate which is integrated with the bottom plate, the bottom plate is welded or fixed on the circular core pipe by the screw rod, the vertical plate has the convex section on the upper end, the wedge side has the strip-shaped hole which is matched with the convex section, the wedge is welded and fixed by the strip-shaped hole of the rectangular side plate and the convex section on the vertical plate of the wedge support seat, or the rectangular side plate is fixed on the wedge support seat by the internal thread cylinder which is integrated with the wedge support seat and the screw rod which passes the side of the wedge.
[0009] Or the wedge includes the circular core pipe, the rectangular side plate which is parallel with the side of the circular core pipe, the rectangular side plate has several threaded holes which pass the screw rod, the wedge support seat is fixed on the side of the circular core pipe, the wedge support seat has the bottom plate which is attached with the circular core pipe and the vertical plate which is integrated with the bottom plate, the bottom plate is welded or fixed on the circular core pipe by the screw rod, the vertical plate has the convex section on the upper end, the wedge side has the strip-shaped hole which is matched with the convex section, the wedge is welded and fixed by the strip-shaped hole of the rectangular side plate and the convex section on the vertical plate of the wedge support seat, or the rectangular side plate is fixed on the wedge support seat by the internal thread cylinder which is integrated with the wedge support seat and the screw rod which passes the side of the wedge.
[0010] Or the wedge includes the circular core pipe, the rectangular side plate which is parallel with the side of the circular core pipe, the rectangular side plate has several threaded holes which pass the screw rod, the wedge support seat is fixed on the side of the circular core pipe, the wedge support seat has the bottom plate which is attached with the circular core pipe and the vertical plate which is integrated with the bottom plate, the bottom plate is welded or fixed on the circular core pipe by the screw rod, the vertical plate has the convex section on the upper end, the wedge side has the strip-shaped hole which is matched with the convex section, the wedge is welded and fixed by the strip-shaped hole of the rectangular side plate and the convex section on the vertical plate of the wedge support seat, or the rectangular side plate is fixed on the wedge support seat by the internal thread cylinder which is integrated with the wedge support seat and the screw rod which passes the side of the wedge.
[0011] Or the wedge block comprises: a rectangular side plate fixedly connected with the radial web, a bottom plate fixedly connected with the inner side of the peripheral plate, and a vertical plate connecting the rectangular side plate and the bottom plate.
[0012] As a preferred embodiment of the utility model, the wedge block comprises a circular core pipe, a rectangular thick plate parallel to the side surface of the circular core pipe, a plurality of threaded holes formed in the rectangular thick plate, a wedge block support seat fixed to the side surface of the circular core pipe, and the wedge block support seat comprises a bottom plate attached to the circular core pipe and a vertical plate integrated with the bottom plate.
[0013] As a preferred embodiment of the utility model, the beam column component serving as the column has a cross beam tie seat at the set cross beam mounting position, the structure of the cross beam tie seat is the same as that of the wedge block support seat, the cross beam and the column are connected through the cross beam tie seat in the column body and a cross beam end head supporting groove mounted on the side surface of the column, and a connecting screw is arranged between the supporting groove and the cross beam tie seat.
[0014] As a preferred embodiment of the utility model, the pouring material composite structure poured in the cross beam or the column comprises one or more of the following concrete, and the concrete comprises steel fiber reinforced concrete, aerogel concrete, alumina fiber reinforced concrete and basalt fiber.
[0015] Another object of the utility model is to provide a frame composed of a combined beam and column based on assembly, which comprises a frame structure composed of columns and cross beams mounted on the columns, the column has a cross beam tie seat at the set cross beam mounting position, the structure of the cross beam tie seat is the same as that of the wedge block support seat, the cross beam and the column are connected through the cross beam tie seat in the column body and a cross beam end head supporting groove mounted on the side surface of the column, and a connecting screw is arranged between the supporting groove and the cross beam tie seat.
[0016] As a preferred embodiment of this utility model, the cross-section of the beam tie block is an I-shaped pad. Of the two opposing planar plates of the I-shaped pad, one is fixed inward to the side of the wire cylinder, and the other is attached outward to the outer perimeter plate and fixedly connected to the radial spoke plate at the edge of the corresponding radial spoke plate. On the vertical plate between the two planar plates of the I-shaped pad, there is a wire cylinder with internal threads integral with the vertical plate. The wire cylinder has a through hole at one end of the outward-facing planar plate, or the planar plate has a through hole corresponding to the wire cylinder thread hole. The beam end support groove includes: an end wall at one end and side walls on both sides. The end wall that is attached to the column has a through hole for the screw rod to be assembled with the I-shaped pad inside the column. The side walls and the bottom of the groove have screw rod holes for the beam end to be assembled with. The beam end is fastened to the beam end support groove with screw rods.
[0017] The positive effects of this utility model are:
[0018] 1. This utility model can effectively reduce the damage to structural displacement caused by welding microcracks, stress deformation, and fatigue deformation caused by high temperature thermal expansion in summer and high cold contraction in winter due to climatic factors, thus preventing instability and collapse.
[0019] 2. This utility model significantly improves seismic performance by improving the buffering and kinetic energy absorption of the building components themselves, achieving twice the result with half the effort.
[0020] 3. This utility model can be used to cast or pour steel wire fiber concrete, aerogel concrete, alumina fiber concrete, basalt fiber and composite materials. The beams and columns after casting have good strength and thermal insulation, sound insulation and flame retardant properties.
[0021] 4. The steel frame structure composed of beams and columns of this utility model makes it convenient and quick to assemble and combine beams and columns at the nodes, and provides high strength, thus creating conditions for the modularization, standardization and serialization of steel structure houses.
[0022] 5. The beams and columns of this utility model adopt a reinforced steel structure filled with fiber-reinforced composite concrete, which makes the composite material reinforced steel structure have superior seismic performance and mechanical properties. Attached Figure Description
[0023] Figure 1 This is an exploded view of the column or beam in Embodiment 1.
[0024] Figure 2 This is a schematic diagram of the installation of the rectangular core tube and the open groove in Embodiment 1.
[0025] Figure 3 This is a schematic diagram of the column or beam after removing the outer plate in Embodiment 1.
[0026] Figure 4 This is a schematic diagram of the connection between the sealing plate and the end of the reinforcing bar in Embodiment 1.
[0027] Figure 5 This is a schematic diagram of the connection between the wedge and the column in Embodiment 1.
[0028] Figure 6 This is one of the schematic diagrams of the wedge explosion in Embodiment 2.
[0029] Figure 7 This is the second schematic diagram of the wedge explosion in Embodiment 2.
[0030] Figure 8 This is one of the schematic diagrams of the wedge block in Embodiment 2.
[0031] Figure 9 This is a schematic diagram of the column in Embodiment 1.
[0032] Figure 10 This is a schematic diagram of the column explosion in Embodiment 1.
[0033] Figure 11 for Figure 10 A magnified view of a portion of the image.
[0034] Figure 12 This is an exploded view of the column-to-column connection in Embodiment 1.
[0035] Figure 13 This is a schematic diagram of the tie rods and their connections in Embodiment 1.
[0036] Figure 14 This is a diagram showing the connection between the column, the node joint, and the foundation pile in Embodiment 1.
[0037] Figure 15 This is a schematic diagram of the wedge explosion in Embodiment 3.
[0038] Figure 16 This is the second schematic diagram of the wedge block in embodiment 3.
[0039] Figure 17 This is a schematic diagram of the column and beam end bracket installation structure in Embodiment 7.
[0040] Figure 18 This is one of the exploded views of the column and beam end bracket installation structure in Embodiment 7.
[0041] Figure 19 This is the second exploded view of the column and beam end bracket installation structure in Embodiment 7.
[0042] Figure 20 This is one of the schematic diagrams of the column and beam installation structure in Embodiment 7.
[0043] Figure 21 This is an exploded view of the column and beam installation structure in Embodiment 7.
[0044] Figure 22 Figure 2 is a second schematic view of the post and beam mounting structure in Example 7.
[0045] Figure 23 Figure 3 is a second exploded view of the post and beam mounting structure in Example 7.
[0046] Figure 24 Figure 4 is a schematic view of the post and beam tie-in seat mounting location in Example 7.
[0047] Figure 25 Figure 5 is a flow chart of the post and beam mounting procedure in Example 8.
[0048] Figure 26 Figure 6 is a third schematic view of the wedge in Example 5.
[0049] Figure 27 Figure 7 is a schematic view of the threaded hole strip in Example 5.
[0050] Figure 28 Figure 8 is a fourth schematic view of the wedge in Example 4.
[0051] Figure 29 Figure 9 is a first schematic view of the wedge installation in Example 5.
[0052] Figure 30 Figure 10 is a second schematic view of the wedge installation in Example 6.
[0053] Figure 31 Figure 11 is a schematic view of the stand plate in Example 6.
[0054] Figure 32 Figure 12 is a cross-sectional view of the round core tube in Example 6.
[0055] Figure 33 Figure 13 is a schematic view of the round core tube in Example 6.
[0056] Figure 34 Figure 14 is a schematic view of the square post structure in Example 9.
[0057] Figure 35 Figure 15 is an exploded view of the square post structure in Example 9.
[0058] Figure 36 Figure 16 is a side view of the square post structure in Example 9.
[0059] Figure 37 Figure 17 is a schematic view of the square post structure in Example 10.
[0060] Figure 38 Figure 18 is an exploded view of the square post structure in Example 10.
[0061] Figure 39Square post structure side view for Example 10.
[0062] Figure 40 Rectangular post structure schematic for Example 11.
[0063] Figure 41 Rectangular post structure exploded view for Example 11.
[0064] Figure 42 Rectangular post structure side view for Example 11.
[0065] Figure 43 Rectangular post structure schematic for Example 12.
[0066] Figure 44 Rectangular post structure exploded view for Example 12.
[0067] Figure 45 Rectangular post structure side view for Example 12.
[0068] Figure 46 Rectangular post structure schematic for Example 13.
[0069] Figure 47 Rectangular post structure exploded view for Example 13.
[0070] Figure 48 Rectangular post structure partial schematic for Example 13.
[0071] Figure 49 Trapezoidal beam structure schematic for Example 14.
[0072] Figure 50 Trapezoidal beam structure exploded view for Example 14.
[0073] Figure 51 Trapezoidal beam structure side view for Example 14.
[0074] Figure 52 Trapezoidal beam structure schematic for Example 15.
[0075] Figure 53 Trapezoidal beam structure side view for Example 15.
[0076] Figure 54 Trapezoidal beam structure exploded view for Example 15.
[0077] Figure 55 Wedge schematic for Example 15.
[0078] Figure 56 Anchor schematic for Example 15.
[0079] Figure 57 Fig. 15 is a schematic view of the clip in Example 15.
[0080] Figure 58 Fig. 16 is a schematic view of the circular column structure in Example 16.
[0081] Figure 59 Fig. 17 is an exploded view of the circular column structure in Example 17.
[0082] Figure 60 Fig. 18 is a side view of the circular column structure in Example 16.
[0083] Figure 61 Fig. 19 is a schematic view of the circular column structure in Example 17.
[0084] Figure 62 Fig. 20 is an exploded view of the circular column structure in Example 17.
[0085] Figure 63 Fig. 21 is another exploded view of the circular column structure in Example 17.
[0086] Figure 64 Fig. 22 is a schematic view of the circular column structure in Example 18.
[0087] Figure 65 Fig. 23 is an exploded view of the circular column structure in Example 18.
[0088] Reference numerals: upright column 1, rectangular core pipe 2, radial web 3, wedge block 4, tie bar 5, peripheral plate 6, open slot 7, rectangular side plate 8, end plate 9, strip-shaped opening 10, wedge block support seat 11, bottom plate 12, upright plate 13, convex section 14, strip-shaped hole 15, tie bar connecting seat 16, sealing plate 17, cross beam 18, cross beam tie seat 19, cross beam end head holding groove 20, connecting screw 21, flat plate 22, wire cylinder 23, circular core pipe 24, threaded sleeve 25, welded nut 26, rectangular thick plate 27, screw hole strip plate 28. DETAILED DESCRIPTION
[0089] Example 1
[0090] Reference is made to Figures 1-5And 9-14, the embodiment provides a kind of based on assembled combined column, comprising: column 1, column 1 is composed of combined steel skeleton and pouring material composite structure, wherein the combined steel skeleton includes rectangular core pipe 2, radial web 3 connected in rectangular core pipe 2 four corners, wedge 4 with spacing arrangement assembled in the recess between adjacent radial web 3, a few pull bars 5 through linearly arranged each wedge 4, outer plate 6;Radial web 3 is welded on the edge of rectangular core pipe 2 four corners, or the connecting plate is bent into open slot 7, two open slots 7 are fixedly connected on a pair of opposite surfaces of rectangular core pipe 2, form four radial webs 3 that extend radially in rectangular core pipe 2 four corners, and the plane of radial web 3 is on the extension line of the diagonal of the cross section of rectangular core pipe 2;Wedge 4 is composed of three pieces of connected plane steel plate, and the plane steel plate includes rectangular side plate 8 parallel to the side of circular core pipe 24, two end plates 9 respectively connected with the two opposite edges of rectangular side plate 8 and pointing to rectangular core pipe 2, and the other two opposite edges of rectangular side plate 8 are close to the edge of 3, and rectangular side plate 8 has a plurality of threaded holes through screw rod, or nut is welded on the light hole;The shape and size of end plate 9 are the same as the horizontal interface of the recess formed by circular core pipe 24 and radial web 3, and the end plate 9 of wedge 4 has strip-shaped gap 10 for assembling pull bar, the length direction of strip-shaped gap 10 is perpendicular to the side of circular core pipe 24, and the opening of strip-shaped gap 10 is on the side of circular core pipe 24, wedge support seat 11 is fixed on the side of circular core pipe 24, and wedge support seat 11 has bottom plate 12 abutting with circular core pipe 24 and vertical plate 13 integrated with bottom plate 12;Bottom plate 12 is welded or fixed on circular core pipe 24 by screw rod, and the upper end of vertical plate 13 has protruding section 14, the side of wedge 4 has strip-shaped hole 15 matched with the protruding section 14, wedge 4 is welded and fixed through the strip-shaped hole 15 of rectangular side plate 8 and the protruding section 14 on the vertical plate 13 of wedge support seat 11, or rectangular side plate 8 is fixed on wedge support seat 11 through internal thread sleeve integrated with wedge support seat 11 and screw rod passing through the side of wedge 4;Pull bar 14 is straightened steel bar, and the one end or both ends of pull bar 14 corresponding to the end of rectangular core pipe have threads, and the threads are assembled with pull cap;Or pull bar 14 is composed of two sections or more than two sections, and the opposite positions of each section of pull bar 14 are connected by mutually reverse threads and thread sleeve, and the end cap larger than the diameter of pull bar is welded or hot forged on the end head of pull bar corresponding to the two ends of rectangular core pipe;Pull bar connecting seat 16 is fixed at the two ends of rectangular core pipe 2, or pull bar connecting seat 16 is fixed on end plate 17 at the port of rectangular core pipe;Pull bar connecting seat 16 has pull bar end head insertion hole or embedding gap, and the two ends of pull bar 14 are embedded in pull bar connecting seat 16, the pull bar 14 corresponding to the position of wedge 4 is embedded in the strip-shaped gap 10 on the end plate 9 of wedge 4, and the nut on the end head of pull bar or the thread sleeve at the connecting position of segmented pull bar is tightened, so that the pull bar is fixed on the pull bar connecting seat.The peripheral plate 6 is a flat plate connecting and surrounding the rectangular core pipe, the radial web, and the wedge block. The peripheral plate 6 is fastened on the wedge block 4 by screwing the screw rod through the threaded holes on the peripheral plate 6 into the threaded holes on the wedge block 4, so as to surround the rectangular core pipe 2, the radial web 3, the reinforcing rib 14, and the wedge block 4.
[0091] Embodiment 2
[0092] Referring to Figures 6-8 The wedge block 4 in the embodiment is composed of three connected flat steel plates, which include the rectangular side plate 8 parallel to the side of the circular core pipe 24 and having a plurality of threaded holes through which the screw rod passes. The wedge block support seat 11 is fixed on the side of the circular core pipe 24, and the wedge block support seat 11 has the bottom plate 12 abutting the circular core pipe 24 and the vertical plate 13 integrated with the bottom plate 12. The bottom plate 12 is welded or fixed on the circular core pipe 24 by the screw rod, and the vertical plate 13 has the raised section 14 on the upper end. The wedge block 4 is welded and fixed on the raised section 14 of the vertical plate 13 of the wedge block support seat 11 through the strip-shaped hole 15 of the rectangular side plate 8, or the rectangular side plate 8 is fixed on the wedge block support seat 11 by the internal threaded sleeve integrated with the wedge block support seat 11 and the screw rod passing through the side of the wedge block 4.
[0093] Embodiment 3
[0094] Referring to Figures 15-16 The wedge block 4 in the embodiment includes the circular core pipe 24 and the rectangular side plate 8 parallel to the side of the circular core pipe 24 and having a plurality of threaded holes through which the screw rod passes. The wedge block support seat 11 is fixed on the side of the circular core pipe 24, and the wedge block support seat 11 has the bottom plate 112 abutting the circular core pipe 24 and the vertical plate 13 integrated with the bottom plate 12. The bottom plate 12 is welded or fixed on the circular core pipe 24 by the screw rod, and the vertical plate 13 has the raised section 14 on the upper end. The wedge block 4 is welded and fixed on the raised section 14 of the vertical plate 13 of the wedge block support seat 11 through the strip-shaped hole 15 of the rectangular side plate 8, or the rectangular side plate 8 is fixed on the wedge block support seat 11 by the internal threaded sleeve integrated with the wedge block support seat 11 and the screw rod passing through the side of the wedge block 4.
[0095] Embodiment 4
[0096] Referring to Figure 28The wedge 4 in the embodiment comprises a circular core tube 24, a rectangular side plate 8 parallel to the side of the circular core tube 24, a plurality of connecting holes through the screw rod on the rectangular side plate 8, a threaded sleeve 25 welded on the rectangular side plate 8 at the positions corresponding to the connecting holes, a wedge support seat 11 fixed on the side of the circular core tube 24, the wedge support seat 11 having a bottom plate 12 abutting the circular core tube 24 and a vertical plate 13 integral with the bottom plate 12, the bottom plate 12 being welded or fixed on the circular core tube 24 by a screw rod, the vertical plate 13 having a raised section 14 at the upper end, the side of the wedge 4 having a strip-shaped hole 15 matched with the raised section 14, the wedge 4 being welded and fixed through the strip-shaped hole 15 of the rectangular side plate 8 and the raised section 14 of the vertical plate 13 of the wedge support seat 11, or the rectangular side plate 8 being fixed on the wedge support seat by an internal threaded sleeve integral with the wedge support seat and a screw rod passing through the side of the wedge, the threaded sleeve 25 and the threaded hole bottom of the circular core tube 24 being provided with airtight sealing bottoms, and the threaded holes being prevented from being entered by grouting through the sealing bottoms.
[0097] Embodiment 5
[0098] Referring to Figure 26 , 27 , 29, the wedge 4 in the embodiment comprises a circular core tube 24, a rectangular side plate 8 parallel to the side of the circular core tube 24, a plurality of connecting holes through the screw rod on the rectangular side plate 8, a threaded sleeve 25 welded on the rectangular side plate 8 at the positions corresponding to the connecting holes, a wedge support seat 11 fixed on the side of the circular core tube 24, the wedge support seat 11 having a bottom plate 12 abutting the circular core tube 24 and a vertical plate 13 integral with the bottom plate 12, the bottom plate 12 being welded or fixed on the circular core tube 24 by a screw rod, the vertical plate 13 having a raised section 14 at the upper end, the side of the wedge 4 having a strip-shaped hole 15 matched with the raised section 14, the wedge 4 being welded and fixed through the strip-shaped hole 15 of the rectangular side plate 8 and the raised section 14 of the vertical plate 13 of the wedge support seat 11, or the rectangular side plate 8 being fixed on the wedge support seat by an internal threaded sleeve integral with the wedge support seat and a screw rod passing through the side of the wedge, the threaded sleeve 25 and the threaded hole bottom of the circular core tube 24 being provided with airtight sealing bottoms, and the threaded holes being prevented from being entered by grouting through the sealing bottoms.
[0099] Embodiment 6
[0100] Referring to Figures 30-30The wedge 4 in the embodiment comprises a circular core pipe 24, a rectangular thick plate 27 parallel to the side of the circular core pipe 24, a plurality of threaded holes in the rectangular thick plate 27, a wedge support seat 11 fixed to the side of the circular core pipe 24, the wedge support seat 11 has a bottom plate 12 abutting the circular core pipe 24 and a vertical plate 13 integrated with the bottom plate 12; the bottom plate 12 is welded or fixed by a screw rod on the circular core pipe 24, and the rectangular thick plate is fixed on the wedge support seat by a screw thread cylinder integrated with the wedge support seat and a screw rod passing through the side of the wedge.
[0101] Embodiment 7
[0102] Referring to Figures 17-24 In the embodiment, the beam column component of the column 1 has a beam tie seat 19 at the set beam 18 installation position, the beam 18 has the same structure as the column 1 in Embodiment 1, and the beam tie seat 19 has the same structure as the wedge support seat 11; the beam 18 and the column 1 are connected through the beam tie seat 19 in the column body, a beam end head supporting groove 20 installed on the side of the column 1, a connecting screw rod 21 between the beam end head supporting groove 20 and the beam tie seat 19; the beam tie seat 19 has an I-shaped pad, among the two opposite plane plates 22 of the I-shaped pad, one is fixed inwardly on the side of the screw thread cylinder 23, and the other is fixed outwardly close to the peripheral plate 6 and connected with the radial spoke 3 corresponding to the edge of the radial spoke 3, the vertical plate between the two plane plates 22 of the I-shaped pad has a screw thread cylinder 23 integrated with the vertical plate, the screw thread cylinder 23 passes through the plane plate 22 or has a through hole corresponding to the screw thread hole in the plane plate at one end of the outward plane plate 22; the beam end head supporting groove 20 comprises an end wall at one end and side walls at two sides, the end wall abutting the column 1 has a screw rod passing hole matched with the I-shaped pad in the column, the side walls and the groove bottom have screw rod holes matched with the beam end head, and the beam end head is fastened and connected with the beam end head supporting groove by a screw rod. The lower end of the column 1 is connected with the bottom beam and the foundation pile through a node joint, and the upper end supports the uppermost beam and the roof; the column 1 without joints in the middle from the bottom to the top is used for a two or three-story building with low height.
[0103] In the embodiment, one or more of steel fiber concrete, aerogel concrete, alumina fiber concrete and basalt fiber is poured into the column 1 and the beam 18.
[0104] Embodiment 8
[0105] Referring to Figure 25The embodiment provides a frame composed of assembled beams and columns, which comprises a frame structure composed of a vertical column 1 and a horizontal beam 18 installed on the vertical column 1, the vertical column 1 is provided with a horizontal beam tie seat 19 at a set horizontal beam installation position, the horizontal beam tie seat 19 has the same structure as a wedge support seat 11, the horizontal beam 18 and the vertical column 1 are connected through the horizontal beam tie seat 19 in the column body, a horizontal beam end head supporting groove 20 installed on the side surface of the vertical column 1, and a connecting screw 21 between the horizontal beam end head supporting groove 20 and the horizontal beam tie seat 19. The steel framework in the embodiment can be used as a beam column of a building, a building scaffold, an engineering support frame and the like.
[0106] Embodiment 9
[0107] Refer to Figures 34-36 The embodiment provides a frame composed of assembled beams and columns, which comprises a vertical column 1 composed of a combined steel framework and a pouring material composite structure, wherein the combined steel framework comprises a rectangular core pipe 2, radial webs 3 connected at four corners of the rectangular core pipe 2, wedge blocks 4 arranged at intervals and assembled in grooves between adjacent radial webs 3, and a peripheral plate 6 surrounding the radial webs 3 and the wedge blocks 4; the radial webs 3 and the connecting plate are bent into open grooves 7, two open grooves 7 are fixedly connected on a pair of opposite surfaces of the rectangular core pipe 2, four radial webs 3 radially extending at four corners of the rectangular core pipe 2 are formed, and the radial webs 3 are in planes on extension lines of diagonal lines of a cross section of the rectangular core pipe 2; the wedge block 4 is composed of a rectangular side plate 8 bolted on the rectangular core pipe 2, a bottom plate 12 bolted on an inner side of the peripheral plate 6, and a vertical plate 13 integrally formed with the rectangular side plate 8 and bolted with the bottom plate 12. The peripheral plate 6 is a flat plate connecting and surrounding the rectangular core pipe 2, the radial webs 3 and the wedge blocks 4, a screw rod penetrating through a plate surface of the peripheral plate 6 is screwed into a threaded hole on the wedge block 4 to fasten the peripheral plate 6 on the wedge block 4, and the rectangular core pipe 2, the radial webs 3, the wedge blocks 4 and the peripheral plate 6 are surrounded.
[0108] Embodiment 10
[0109] Refer to Figures 37-39The embodiment provides a frame composed of combined beams and columns, which comprises a stand column 1 composed of a combined steel framework and a pouring material composite structure, wherein the combined steel framework comprises a rectangular core pipe 2, radial spokes 3 connected at four corners of the rectangular core pipe 2, wedge blocks 4 arranged at intervals and assembled in grooves between adjacent radial spokes 3, and a peripheral plate 6 surrounding the radial spokes 3 and the wedge blocks 4; four U-shaped radial spokes 3 are bent into open grooves 7, the connecting plates of the four U-shaped radial spokes 3 form four walls of the rectangular core pipe 2, and four extended edges form four radial spokes 3 extending radially at four corners of the rectangular core pipe 2; the wedge block 4 is composed of a rectangular side plate 8 bolted on the rectangular core pipe 2, a bottom plate 12 bolted on the inner side of the peripheral plate 6, and a vertical plate 13 integrally formed with the rectangular side plate 8 and bolted with the bottom plate 12. The peripheral plate 6 is a flat plate surrounding the rectangular core pipe 2, the radial spokes 3 and the wedge blocks 4, and a screw rod penetrating through the plate surface of the peripheral plate 6 is screwed into a threaded hole on the wedge block 4 to fasten the peripheral plate 6 on the wedge block 4, so that the rectangular core pipe 2, the radial spokes 3, the wedge blocks 4 and the peripheral plate 6 are surrounded.
[0110] Embodiment 11
[0111] Reference Figures 40-42 The embodiment provides a frame composed of combined beams and columns, which comprises a stand column 1 composed of a combined steel framework and a pouring material composite structure, wherein the combined steel framework comprises a rectangular core pipe 2, radial spokes 3 connected at four corners of the rectangular core pipe 2, wedge blocks 4 arranged at intervals and assembled in grooves between adjacent radial spokes 3, and a peripheral plate 6 surrounding the radial spokes 3 and the wedge blocks 4; the radial spokes 3 and the connecting plates are bent into open grooves 7, two open grooves 7 are fixedly connected on a pair of opposite surfaces of the rectangular core pipe 2, four radial spokes 3 extending radially at four corners of the rectangular core pipe 2 are formed, and the planes of the radial spokes 3 are on the extension lines of the diagonal lines of the cross section of the rectangular core pipe 2; the wedge block 4 is composed of a rectangular side plate 8 bolted on the rectangular core pipe 2, a bottom plate 12 bolted on the inner side of the peripheral plate 6, and a vertical plate 13 integrally formed with the rectangular side plate 8 and bolted with the bottom plate 12. The peripheral plate 6 is a flat plate surrounding the rectangular core pipe 2, the radial spokes 3 and the wedge blocks 4, and a screw rod penetrating through the plate surface of the peripheral plate 6 is screwed into a threaded hole on the wedge block 4 to fasten the peripheral plate 6 on the wedge block 4, so that the rectangular core pipe 2, the radial spokes 3, the wedge blocks 4 and the peripheral plate 6 are surrounded.
[0112] Embodiment 12
[0113] Reference Figures 43-45The embodiment provides a frame composed of combined beams and columns, comprising: a stand column 1 composed of a combined steel framework and a pouring material composite structure, wherein the combined steel framework comprises a rectangular core pipe 2, radial spokes 3 connected at four corners of the rectangular core pipe 2, wedge blocks 4 arranged at intervals and assembled in grooves between adjacent radial spokes 3, and a peripheral plate 6 surrounding the radial spokes 3 and the wedge blocks 4; four U-shaped radial spokes 3 are bent into open slots 7, connecting plates of the four U-shaped radial spokes 3 form four walls of the rectangular core pipe 2, and four extended edges form four radial spokes 3 extending radially at four corners of the rectangular core pipe 2; the wedge block 4 is composed of a rectangular side plate 8 bolted to the rectangular core pipe 2, a bottom plate 12 bolted to the inner side of the peripheral plate 6, and a vertical plate 13 integrally formed with the rectangular side plate 8 and bolted to the bottom plate 12. The peripheral plate 6 is a flat plate connecting and surrounding the rectangular core pipe 2, the radial spokes 3 and the wedge blocks 4, a screw rod passing through the plate surface of the peripheral plate 6 is screwed into a threaded hole on the wedge block 4 to fasten the peripheral plate 6 on the wedge block 4, and the rectangular core pipe 2, the radial spokes 3, the wedge blocks 4 and the tie bars 14 are surrounded.
[0114] Embodiment 13
[0115] Reference Figures 46-48 The embodiment provides a frame composed of combined beams and columns, comprising: a stand column 1 composed of a combined steel framework and a pouring material composite structure, wherein the combined steel framework comprises a rectangular core pipe 2, radial spokes 3 connected at four corners of the rectangular core pipe 2, wedge blocks 4 arranged at intervals and assembled in grooves between adjacent radial spokes 3, and a peripheral plate 6 surrounding the radial spokes 3 and the wedge blocks 4; four U-shaped radial spokes 3 are bent into open slots 7, connecting plates of the four U-shaped radial spokes 3 form four walls of the rectangular core pipe 2, and four extended edges form four radial spokes 3 extending radially at four corners of the rectangular core pipe 2; the wedge block 4 is composed of a rectangular side plate 8 bolted to the rectangular core pipe 2, a bottom plate 12 bolted to the inner side of the peripheral plate 6, and a vertical plate 13 integrally formed with the rectangular side plate 8 and bolted to the bottom plate 12. The peripheral plate 6 is a flat plate connecting and surrounding the rectangular core pipe 2, the radial spokes 3 and the wedge blocks 4, a screw rod passing through the plate surface of the peripheral plate 6 is screwed into a threaded hole on the wedge block 4 to fasten the peripheral plate 6 on the wedge block 4, and the rectangular core pipe 2, the radial spokes 3, the wedge blocks 4 and the tie bars 14 are surrounded. The tie bar 14 is a straightened steel bar, one end or both ends of the tie bar 14 corresponding to the end of the rectangular core pipe are threaded, and a tightening nut is assembled on the thread; or the tie bar 14 is composed of two or more than two sections, opposite positions of each section of the tie bar 14 are connected by mutually opposite threads and a silk sleeve, and end caps larger than the diameter of the tie bar are welded or hot forged at the ends of the tie bar corresponding to the two ends of the rectangular core pipe; a tie bar connecting seat 16 is fixed at the two ends of the rectangular core pipe 2, and the tie bar 14 is fixed on the tie bar connecting seat 16 by bolts.
[0116] Embodiment 14
[0117] Referring to Figures 49-51 The embodiment provides a frame composed of combined beams and columns, comprising: a cross beam 18 composed of a combined steel framework and a pouring material composite structure, wherein the combined steel framework comprises a rectangular core pipe 2, radial spokes 3 connected at four corners of the rectangular core pipe 2, wedge blocks 4 arranged at intervals and assembled in grooves between adjacent radial spokes 3, and a peripheral plate 6 surrounding the radial spokes 3 and the wedge blocks 4; the radial spokes 3 and the connecting plates are bent into open grooves 7, two open grooves 7 are fixedly connected on a pair of opposite surfaces of the rectangular core pipe 2, four radial spokes 3 radially extending at four corners of the rectangular core pipe 2 are formed, and planes of the radial spokes 3 are on extension lines of diagonal lines of a cross section of the rectangular core pipe 2; the wedge block 4 is composed of a rectangular side plate 8 bolted on the rectangular core pipe 2, a bottom plate 12 bolted on an inner side of the peripheral plate 6, and a vertical plate 13 integrally formed with the rectangular side plate 8 and bolted with the bottom plate 12. A plurality of nut columns are welded on the bottom plate 12, the peripheral plate 6 is a flat plate connecting and surrounding the rectangular core pipe 2, the radial spokes 3 and the wedge blocks 4, a screw rod penetrating through a plate surface of the peripheral plate 6 is screwed into a threaded hole on the wedge block 4 to fasten the peripheral plate 6 on the wedge block 4, and the rectangular core pipe 2, the radial spokes 3, the wedge blocks 4 and the tie bars 14 are surrounded.
[0118] Embodiment 15
[0119] Referring to Figures 52-57 The embodiment provides a frame composed of combined beams and columns, comprising: a cross beam 18 composed of a combined steel framework and a pouring material composite structure, wherein the combined steel framework comprises a rectangular core pipe 2, radial spokes 3 connected at four corners of the rectangular core pipe 2, wedge blocks 4 arranged at intervals and assembled in grooves between adjacent radial spokes 3, and a peripheral plate 6 surrounding the radial spokes 3 and the wedge blocks 4; the radial spokes 3 and the connecting plates are bent into open grooves 7, two open grooves 7 are fixedly connected on a pair of opposite surfaces of the rectangular core pipe 2, four radial spokes 3 radially extending at four corners of the rectangular core pipe 2 are formed, and planes of the radial spokes 3 are on extension lines of diagonal lines of a cross section of the rectangular core pipe 2; the wedge block 4 is composed of a rectangular side plate 8 bolted on the rectangular core pipe 2, a bottom plate 12 bolted on an inner side of the peripheral plate 6, and a vertical plate 13 integrally formed with the rectangular side plate 8 and bolted with the bottom plate 12. A plurality of nut columns are welded on the bottom plate 12, the peripheral plate 6 is a flat plate connecting and surrounding the rectangular core pipe 2, the radial spokes 3 and the wedge blocks 4, a screw rod penetrating through a plate surface of the peripheral plate 6 is screwed into a threaded hole on the wedge block 4 to fasten the peripheral plate 6 on the wedge block 4, and the rectangular core pipe 2, the radial spokes 3, the wedge blocks 4 and the tie bars 14 are surrounded. The tie bar 14 is a steel wire rope with a sleeve, the tie bar 14 at the end of the rectangular core pipe is fixed to a tie bar connecting seat 16 at two ends of the rectangular core pipe 2, and the tie bar 14 is fixed to the tie bar connecting seat 16 through an anchor and a clamping piece.
[0120] Embodiment 16
[0121] Referring to Figures 58-60 The embodiment provides a frame composed of assembled beams and columns, comprising a stand column 1 composed of a combined steel framework and a pouring material composite structure, wherein the combined steel framework comprises a rectangular core pipe 2, radial spokes 3 connected at four corners of the rectangular core pipe 2, wedge blocks 4 arranged at intervals and assembled in grooves between adjacent radial spokes 3, and a peripheral plate 6 surrounding the radial spokes 3 and the wedge blocks 4; four U-shaped radial spokes 3 are bent into open grooves 7, connecting plates of the four U-shaped radial spokes 3 form four walls of the rectangular core pipe 2, and four extended edges form four radial spokes 3 extending radially at four corners of the rectangular core pipe 2; the wedge block 4 is composed of a rectangular side plate 8 bolted on the rectangular core pipe 2, a bottom plate 12 bolted on the inner side of the peripheral plate 6, and a stand plate 13 integrally formed with the rectangular side plate 8 and bolted with the bottom plate 12. A plurality of nut columns are welded on the bottom plate 12, the peripheral plate 6 is a flat plate surrounding the rectangular core pipe 2, the radial spokes 3 and the wedge blocks 4, and a screw rod passing through the plate surface of the peripheral plate 6 is screwed into a threaded hole on the wedge block 4 to fasten the peripheral plate 6 on the wedge block 4, so that the rectangular core pipe 2, the radial spokes 3, the wedge blocks 4 and the peripheral plate 6 are surrounded.
[0122] Embodiment 17
[0123] Referring to Figures 61-63The embodiment provides a frame composed of combined beams and columns, which comprises a stand column 1, wherein the stand column 1 is composed of a combined steel framework and a pouring material composite structure, the combined steel framework comprises a rectangular core pipe 2, radial web plates 3 connected at four corners of the rectangular core pipe 2, wedge blocks 4 arranged at intervals and assembled in grooves between adjacent radial web plates 3, and a peripheral plate 6 surrounding the radial web plates 3 and the wedge blocks 4; four U-shaped radial web plates 3 are bent into open grooves 7, connecting plates of the four U-shaped radial web plates 3 form four walls of the rectangular core pipe 2, and four extended edges form four radial web plates 3 extending radially at four corners of the rectangular core pipe 2; the wedge block 4 is composed of a rectangular side plate 8 bolted on the rectangular core pipe 2, a bottom plate 12 bolted on the inner side of the peripheral plate 6, and a vertical plate 13 integrally formed with the rectangular side plate 8 and bolted with the bottom plate 12; a plurality of nut columns are welded on the bottom plate 12, the peripheral plate 6 is a flat plate surrounding the rectangular core pipe 2, the radial web plates 3 and the wedge blocks 4, a screw rod penetrating through the plate surface of the peripheral plate 6 is screwed into a threaded hole on the wedge block 4 to fasten the peripheral plate 6 on the wedge block 4, and the rectangular core pipe 2, the radial web plates 3, the wedge blocks 4 and the tie bars 14 are surrounded.
[0124] Embodiment 18
[0125] Reference Figures 64-65 The embodiment provides a frame composed of combined beams and columns, which comprises a stand column 1, wherein the stand column 1 is composed of a combined steel framework and a pouring material composite structure, the combined steel framework comprises a rectangular core pipe 2, radial web plates 3 connected at four corners of the rectangular core pipe 2, wedge blocks 4 arranged at intervals and assembled in grooves between adjacent radial web plates 3, and a peripheral plate 6 surrounding the radial web plates 3 and the wedge blocks 4; the radial web plates 3 and the connecting plates are bent into open grooves 7, two open grooves 7 are fixed on a pair of opposite surfaces of the rectangular core pipe 2, four radial web plates 3 extending radially at four corners of the rectangular core pipe 2, and planes of the radial web plates 3 are on extension lines of diagonal lines of a cross section of the rectangular core pipe 2; the wedge block 4 is composed of a rectangular side plate 8 bolted on the rectangular core pipe 2, a bottom plate 12 bolted on the inner side of the peripheral plate 6, and a vertical plate 13 integrally formed with the rectangular side plate 8 and bolted with the bottom plate 12; a plurality of nut columns are welded on the bottom plate 12, the peripheral plate 6 is a flat plate surrounding the rectangular core pipe 2, the radial web plates 3 and the wedge blocks 4, a screw rod penetrating through the plate surface of the peripheral plate 6 is screwed into a threaded hole on the wedge block 4 to fasten the peripheral plate 6 on the wedge block 4, and the rectangular core pipe 2, the radial web plates 3, the wedge blocks 4 and the tie bars 14 are surrounded.
Claims
1. A fabricated assembly beam, column, comprising a cross beam or upright, characterised in that, The column or beam is composed of a combined steel skeleton, which comprises a rectangular core pipe, radial webs connected to four corners of the rectangular core pipe, wedge blocks arranged in grooves between adjacent radial webs, and a peripheral plate surrounding the radial webs and the wedge blocks.
2. The assembled combined beam and column according to claim 1, characterized in that, The radial webs are welded to edges of the four corners of the rectangular core pipe, or two open grooves are formed by bending connecting plates, and the two open grooves are fixed to a pair of opposite surfaces of the rectangular core pipe to form four radial webs extending radially from the four corners of the rectangular core pipe, and the radial webs are in planes on extension lines of opposite diagonal lines of a cross section of the rectangular core pipe.
3. The fabricated combined beam and column according to claim 1, characterized in that, The wedge blocks are further provided with a plurality of straightly arranged reinforcing bars passing through the wedge blocks, the reinforcing bars are straightened steel bars, one end or both ends of the reinforcing bars corresponding to the end of the rectangular core pipe are provided with threads, and a tightening nut is arranged on the threads; or the reinforcing bars are composed of two or more sections, opposite positions of the reinforcing bars are connected by mutually reverse threads and a sleeve, end caps larger than the diameter of the reinforcing bars are welded or hot forged to the end of the reinforcing bars corresponding to the two ends of the rectangular core pipe, reinforcing bar connecting seats are fixed to the two ends of the rectangular core pipe, or the reinforcing bar connecting seats are fixed to the end plates of the rectangular core pipe, the reinforcing bar connecting seats are provided with reinforcing bar end insertion holes or embedding slots, the two ends of the reinforcing bars are embedded in the reinforcing bar connecting seats, the reinforcing bars corresponding to the wedge block parts are embedded in the strip-shaped slots of the end plates of the wedge blocks, and the nuts on the ends of the reinforcing bars or the sleeves at the connecting positions of the sectional reinforcing bars are tightened to fix the reinforcing bars on the reinforcing bar connecting seats.
4. The fabricated combined beam and column according to claim 1, wherein, The peripheral plate is a flat plate surrounding the rectangular core pipe, the radial webs, the wedge blocks, and a screw passing through the plate surface is screwed into a threaded hole of the wedge block to tightly fix the peripheral plate on the wedge block, and the rectangular core pipe, the radial webs, the reinforcing bars, and the wedge blocks are surrounded by the peripheral plate.
5. The fabricated combined beam and column according to claim 1, wherein, The wedge block is composed of three connected flat steel plates, the flat steel plates comprise a rectangular side plate parallel to the side surface of the rectangular core pipe, two end plates respectively connected to two opposite edges of the rectangular side plate and pointing to the rectangular core pipe, and the other two opposite edges of the rectangular side plate are close to the edges of the radial webs, the rectangular side plate is provided with a plurality of threaded holes through which the screw passes; the shape and size of the end plates are the same as the horizontal interface of the groove formed by the rectangular core pipe and the radial webs, the end plates of the wedge block are provided with strip-shaped slots for the reinforcing bars, the length direction of the slots is perpendicular to the side surface of the rectangular core pipe, the opening of the slots is on one side of the rectangular core pipe, a wedge block support seat is fixed to the side surface of the rectangular core pipe, the wedge block support seat is provided with a bottom plate abutting the rectangular core pipe and a vertical plate integrated with the bottom plate; the bottom plate is welded or fixed to the rectangular core pipe by the screw, the upper end of the vertical plate is provided with a protruding section, the side surface of the wedge block is provided with a strip-shaped hole matched with the protruding section, and the wedge block is welded and fixed to the protruding section of the vertical plate of the wedge block support seat through the strip-shaped hole of the rectangular side plate, or the rectangular side plate is fixed to the wedge block support seat through the internal thread sleeve of the wedge block support seat and the screw passing through the side surface of the wedge block. Or the wedge block comprises: a circular core tube, a rectangular side plate parallel to the side surface of the circular core tube, a plurality of threaded holes through the screw rod on the rectangular side plate, a wedge block support seat fixed on the side surface of the circular core tube, and the wedge block support seat has a bottom plate matched with the circular core tube and a vertical plate integrated with the bottom plate; the bottom plate is welded or fixed on the circular core tube by a screw rod, and the upper end of the vertical plate has a protruding section, and the side surface of the wedge block has a strip-shaped hole matched with the protruding section; the wedge block is welded and fixed through the strip-shaped hole of the rectangular side plate and the protruding section on the vertical plate of the wedge block support seat, or the rectangular side plate is fixed on the wedge block support seat through the internal threaded sleeve integrated with the wedge block support seat and the screw rod passing through the side surface of the wedge block. Or the wedge block comprises: a circular core tube, a rectangular side plate parallel to the side surface of the circular core tube, a plurality of threaded holes through the screw rod on the rectangular side plate, a wedge block support seat fixed on the side surface of the circular core tube, and the wedge block support seat has a bottom plate matched with the circular core tube and a vertical plate integrated with the bottom plate; the bottom plate is welded or fixed on the circular core tube by a screw rod, and the upper end of the vertical plate has a protruding section, and the side surface of the wedge block has a strip-shaped hole matched with the protruding section; the wedge block is welded and fixed through the strip-shaped hole of the rectangular side plate and the protruding section on the vertical plate of the wedge block support seat, or the rectangular side plate is fixed on the wedge block support seat through the internal threaded sleeve integrated with the wedge block support seat and the screw rod passing through the side surface of the wedge block. Or the wedge block comprises: a rectangular side plate fixedly connected with a radial spoke, a bottom plate fixedly connected with an inner side of a peripheral plate, and a vertical plate connecting the rectangular side plate and the bottom plate.
6. The fabricated combined beam and column according to claim 1, wherein, The wedge block comprises a circular core tube, a rectangular thick plate parallel to the side surface of the circular core tube, a plurality of threaded holes on the rectangular thick plate, a wedge block support seat fixed on the side surface of the circular core tube, and the wedge block support seat has a bottom plate matched with the circular core tube and a vertical plate integrated with the bottom plate; the bottom plate is welded or fixed on the circular core tube by a screw rod, and the rectangular thick plate is fixed on the wedge block support seat through the internal threaded sleeve integrated with the wedge block support seat and the screw rod passing through the side surface of the wedge block.
7. The fabricated combined beam and column according to claim 1, characterized in that, The beam column component as a column has a cross beam tie seat at a set cross beam mounting position, the structure of the cross beam tie seat is the same as that of the wedge block support seat; the cross beam and the column are connected through the cross beam tie seat in the column body and the cross beam end head supporting groove mounted on the side surface of the column, and the connecting screw rod is connected between the supporting groove and the cross beam tie seat; the cross section of the cross beam tie seat is in the shape of an I-shaped pad, among the two opposite plane plates of the I-shaped pad, one is fixed inward on the side surface of the sleeve, and the other is close to the outer peripheral plate and is fixedly connected with the radial spoke corresponding to the edge of the radial spoke, and the vertical plate between the two plane plates of the I-shaped pad has a sleeve with internal threads integrated with the vertical plate, and the sleeve is penetrated through the plane plate or has a penetration hole corresponding to the threaded hole of the sleeve on the plane plate at one end of the outward plane plate; The cross beam end head supporting groove comprises: an end wall at one end and side walls on both sides, the end wall close to the column has a screw rod penetration hole matched with the I-shaped pad in the column, the side walls and the groove bottom have screw rod holes matched with the cross beam end head, and the cross beam end head is tightly connected with the cross beam end head supporting groove by the screw rod.
8. The fabricated combined beam and column according to claim 1, characterized in that, Further comprising: The pouring material composite structure poured in the beam or column, the pouring material composite structure comprises one or more of the following concrete, the concrete comprises: steel fiber concrete, aerogel concrete, alumina fiber concrete, basalt fiber.
9. The frame of claim 1-8, wherein, Comprise: The frame structure is composed of columns and beams installed on the columns, the columns have beam tie seats at the set beam installation positions, the structure of the beam tie seats is the same as that of the wedge support seats; The beams and columns are connected through the beam tie seats in the columns, the beam end head supporting grooves installed on the side surfaces of the columns, and the connecting screws between the supporting grooves and the beam tie seats.
10. The frame of claim 9, wherein The cross section of the beam tie seat is an I-shaped pad, one of the opposite two plane plates of the I-shaped pad is fixed inwardly on the side surface of the wire cylinder, and the other is fixed outwardly close to the peripheral plate and connected with the radial spoke at the edge corresponding to the radial spoke, the wire cylinder with internal threads is integral with the vertical plate between the two plane plates of the I-shaped pad, and the wire cylinder penetrates through the plane plate or has a through hole corresponding to the thread hole of the wire cylinder on the plane plate at one end of the outward plane plate; The beam end head supporting groove comprises an end wall and two side walls at one end, the end wall abutting against the column has a screw penetrating hole matched with the I-shaped pad in the column, the side walls and the groove bottom have screw holes matched with the beam end head, and the beam end head is fastened and connected with the beam end head supporting groove through the screws.