Prefabricated truss concrete structure assembly type fence and sound insulation wall

Abstract

The utility model discloses a prefabricated truss concrete structure assembly type fence and sound insulation wall. The prefabricated truss concrete structure assembly type fence and sound insulation wall comprises a plurality of truss concrete wall column units prefabricated in a factory and a plurality of truss concrete wall plate units prefabricated in the factory and arranged between the adjacent truss concrete wall column units. Each truss concrete wall plate unit comprises a concrete plate and a plurality of connecting plates I, a plurality of sound insulation quantity reduction holes are formed in each unit at intervals, and the upper end and the lower end of each truss concrete wall plate unit are further provided with a water retaining upper rabbet and a water flooding lower rabbet respectively. A wallboard steel truss and an anti-crack steel mesh are arranged in the concrete slab, and the connecting plate I is installed on the wallboard steel truss. The truss concrete wall column unit comprises a concrete column and a plurality of connecting plates II, a wall column steel truss and an anti-crack steel mesh are arranged in the concrete column, and the connecting plates II are mounted on the wall column steel truss. The wall plate units and the wall column units are connected through connecting plates. The assembling degree is high, the structure is safe, and parts can be directly detached, can be partially replaced and can be repeatedly used.

Description

TECHNICAL FIELD

[0001] The utility model relates to building construction, decoration field, concretely is a prefabricated truss concrete structure assembly type fence, soundproof wall. BACKGROUND

[0002] In recent years, with the recognition of people to green building, energy saving, fast building concept, people's quality of life requirement unceasingly improves, traditional soundproof wall construction method has the problems such as long construction period, complex process, great construction difficulty, is difficult to meet the requirements of modern city construction.

[0003] At present, the outer wall of transformer substation is mostly made of light steel keel outer cement fiber board or prefabricated concrete thin plate wall, and the anti-seismic ability is relatively poor, in addition, the construction technology and personnel technical level are uneven, the durability is insufficient, and the cost is high, the high-speed road soundproof board is mostly assembled soundproof board with high damage rate, which is made of steel keel outer steel sheet and tempered laminated glass, and the safety risk is large when used on both sides of the highway, and the maintenance is difficult, so it is urgent to find a fence and soundproof wall with high assembly degree, which can guarantee the safety of structure, direct parts can be disassembled, replaced, reused and reused. UTILITY MODEL CONTENTS

[0004] The utility model aims at providing a prefabricated truss concrete structure assembly type fence, soundproof wall, which comprises a plurality of truss concrete wall column units prefabricated in a factory and a plurality of truss concrete wall plate units prefabricated in a factory and arranged between adjacent truss concrete wall column units.

[0005] The truss concrete wall plate unit comprises a truss concrete plate and a plurality of connecting plates I.

[0006] The truss concrete plate is provided with a wall plate steel truss and a crack-resistant steel mesh.

[0007] The wall plate steel truss comprises two wall plate steel framework horizontal rods and two wall plate steel framework vertical rods, and the whole is a rectangular frame structure I, and the rectangular frame structure I is wrapped with a crack-resistant steel mesh.

[0008] A plurality of connecting plates I are oppositely arranged on the rods of the two wall plate steel framework vertical rods.

[0009] A plurality of sound insulation and weight reduction holes are arranged in the truss concrete wall plate unit, and the arrangement direction of the sound insulation and weight reduction holes is parallel to the arrangement direction of the wall plate steel framework horizontal rods.

[0010] The upper and lower ends of the truss concrete wall plate unit are respectively provided with a water blocking upper tongue and groove and a water spreading lower tongue and groove, and the adjacent truss concrete wall plate units are overlapped through the water blocking upper tongue and groove and the water spreading lower tongue and groove.

[0011] The left and right ends of the truss concrete wall plate unit are provided with outer notches corresponding to the connection of the truss concrete wall column unit.

[0012] The truss concrete wall column unit comprises a truss concrete column and a plurality of connecting plates II.

[0013] The truss concrete column is internally provided with a wall column steel truss and a crack-resistant steel mesh, and a column top waterproof decorative cap is arranged at the top of the column.

[0014] The wall column steel truss comprises two wall column steel skeleton vertical rods and a plurality of wall column steel skeleton horizontal rods, and has a whole rectangular frame structure II, and the rectangular frame structure II is wrapped with a crack-resistant steel mesh.

[0015] In the case that the fabricated fence and soundproof wall is in a linear type and the truss concrete wall column unit 11 is a middle column, the plurality of connecting plates II are arranged on the two wall column steel skeleton vertical rods; in the case that the fabricated fence and soundproof wall is in a linear type and the truss concrete wall column unit 11 is a corner column, the plurality of connecting plates II are arranged on one wall column steel skeleton vertical rod.

[0016] One side of the wall column steel truss on which the connecting plate II is mounted is provided with an inner notch corresponding to the connection of the truss concrete wall plate unit.

[0017] The outer notch on the truss concrete wall plate unit and the inner notch on the truss concrete wall column unit are mutually superimposed, and the connecting plate I on the truss concrete wall plate unit and the connecting plate II on the truss concrete wall column unit are connected through bolts.

[0018] Further, the arrangement position of the connecting plate II on the truss concrete wall column unit is adapted to the arrangement position of the connecting plate I on the truss concrete wall plate unit.

[0019] Bolt holes I are formed on the plate surfaces of the connecting plate I and the connecting plate II, and bolts pass through the bolt holes I to connect the truss concrete wall plate unit and the truss concrete wall column unit.

[0020] Further, the connecting plate I is welded on the wall plate steel skeleton vertical rod of the wall plate steel truss, and a reinforcing rib plate I is further welded at the connecting position.

[0021] The connecting plate II is welded on the wall column steel truss, and a reinforcing rib plate II is further welded at the connecting position.

[0022] Further, the rod body of the wall plate steel skeleton horizontal rod is perpendicular to the rod body of the wall plate steel skeleton vertical rod.

[0023] The two wall plate steel skeleton horizontal rods are arranged in parallel.

[0024] The two wall plate steel skeleton vertical rods are arranged in parallel.

[0025] The wall plate steel frame horizontal rods and the wall plate steel frame vertical rods are distributed at intervals and are connected into a closed rectangular frame by welding or bolting.

[0026] The rectangular frame is provided with a wall corner reinforcing plate at the corner, and the wall corner reinforcing plate is arranged on the inside and outside of the connecting corner.

[0027] Further, the wall column steel frame horizontal rods are perpendicular to the wall column steel frame vertical rods.

[0028] Two wall column steel frame vertical rods are arranged in parallel.

[0029] A plurality of wall column steel frame horizontal rods are arranged in parallel and are located between the two wall column steel frame vertical rods.

[0030] The wall column steel frame horizontal rods and the wall column steel frame vertical rods are connected into a closed rectangular bent frame by welding or bolting.

[0031] Further, the wall column steel frame vertical rods are connected to the foundation at one end and are further welded with a wall plate column foundation connecting plate.

[0032] The wall plate column foundation connecting plate is provided with bolt holes II on the plate surface, and a bolt passes through the bolt holes II to fix the truss concrete wall column unit on the foundation.

[0033] The wall plate column foundation connecting plate is further welded with a reinforcing rib plate III at the connecting position of the wall plate column foundation connecting plate and the wall column steel frame vertical rod.

[0034] Further, the steel materials used by the wall plate steel truss and the wall column steel truss at least include one of C-shaped steel, Z-shaped steel, angle steel, channel steel and U-shaped steel.

[0035] The technical effect of the utility model is self-evident, and the beneficial effects of the utility model are as follows:

[0036] 1. The prefabricated truss concrete structure assembly type fence and soundproof wall can realize sound insulation and sound blocking, and the sound insulation volume inside and outside the wall plate reaches more than 50%.

[0037] 2. The prefabricated truss concrete structure assembly type fence and soundproof wall have high assembly degree and safe structure, and the parts can be directly disassembled, locally replaced and reused, and are green, environmentally friendly and energy-saving.

[0038] 3. The prefabricated truss concrete structure assembly type fence and soundproof wall can be used for the outer walls and soundproof walls of various buildings such as hotels, offices, commercial and educational places, expressways and transformer substations, and have wide application range. DRAWINGS

[0039] Figure 1The utility model discloses an assembled fence and soundproof wall.

[0040] Figure 2 It is the front view of truss concrete wallboard unit.

[0041] Figure 3 It is the schematic diagram of wallboard steel truss.

[0042] Figure 4 It is the side view of truss concrete wallboard unit.

[0043] Figure 5 It is the plan view of truss concrete wallboard unit.

[0044] Figure 6 It is the schematic diagram of wall corner reinforcing plate.

[0045] Figure 7 It is the schematic diagram of connecting plate.

[0046] Figure 8 It is the schematic diagram of reinforcing rib plate (reinforcing rib plate I, reinforcing rib plate II, reinforcing rib plate III structure is same).

[0047] Figure 9 It is the front view of truss concrete wall column unit (middle column).

[0048] Figure 10 It is the plan view of truss concrete wall column unit (middle column).

[0049] Figure 11 It is the schematic diagram of wall column steel truss (middle column).

[0050] Figure 12 It is the assembly schematic diagram of assembled fence and soundproof wall.

[0051] Figure 12 In (a) it is the schematic diagram of installing first, second truss concrete wall column unit, (b) it is the schematic diagram of installing first truss concrete wallboard unit, (c) it is the subsequent assembly process schematic diagram.

[0052] In the drawing: wallboard steel truss 1, wallboard steel skeleton horizontal rod 101, wallboard steel skeleton vertical rod 102, wall corner reinforcing plate 103, concrete plate 201, concrete column 202, anti-crack steel mesh 3, connecting plate I 401, reinforcing rib plate I 402, connecting plate II 403, reinforcing rib plate II 404, water retaining upper rebate 5, water spreading lower rebate 6, soundproof and noise reduction hole 7, wall column steel truss 8, wall column steel skeleton horizontal rod 801, wall column steel skeleton vertical rod 802, wallboard column foundation connecting plate 9, reinforcing rib plate III 901, bolt hole II 902, truss concrete wallboard unit 10, truss concrete wall column unit 11, column top waterproof decorative cap 12, outer rebate 13, inner rebate 14. DETAILED DESCRIPTION

[0053] The utility model will be further explained in connection with the embodiments below, but should not be understood as the above-mentioned subject matter range of the utility model is limited to the following embodiments. According to the ordinary technical knowledge and conventional means in the art, make various substitutions and changes without departing from the above-mentioned technical thought of the utility model, all should be included in the protection scope of the utility model.

[0054] Embodiment 1:

[0055] A prefabricated truss concrete structure assembled fence, soundproof wall, comprising a plurality of truss concrete wall column units 11 prefabricated in the factory and a plurality of truss concrete wall plate units 10 prefabricated in the factory and arranged between adjacent truss concrete wall column units 11.

[0056] The truss concrete wall plate unit 10 comprises a truss concrete plate 201 and a plurality of connecting plates I401.

[0057] The truss concrete plate 201 is provided with a wall plate steel truss 1 and a crack-resistant steel mesh 3.

[0058] The wall plate steel truss 1 comprises two wall plate steel framework horizontal rods 101 and two wall plate steel framework vertical rods 102, and the whole is a rectangular frame structure I, and the rectangular frame structure I is wrapped with a crack-resistant steel mesh 3.

[0059] A plurality of connecting plates I401 are oppositely arranged on the rods of the two wall plate steel framework vertical rods 102.

[0060] The truss concrete wall plate unit 10 is internally spaced a plurality of sound insulation and weight reduction holes 7, and the arrangement direction of the sound insulation and weight reduction holes 7 is parallel to the arrangement direction of the wall plate steel framework horizontal rod 101.

[0061] The upper and lower ends of the truss concrete wall plate unit 10 are respectively provided with a water-blocking upper tongue 5 and a water-spreading lower tongue 6. Adjacent truss concrete wall plate units 10 are overlapped through the water-blocking upper tongue 5 and the water-spreading lower tongue 6.

[0062] The left and right ends of the truss concrete wall plate unit 10 are provided with outer tongues 13 corresponding to the connection and overlap of the truss concrete wall column unit 11.

[0063] The truss concrete wall column unit 11 comprises a truss concrete column 202 and a plurality of connecting plates II403.

[0064] The truss concrete column 202 is provided with a wall column steel truss 8 and a crack-resistant steel mesh 3, and a column top waterproof decorative cap 12 is arranged at the top of the column. The wall column steel truss and the crack-resistant steel mesh in the column top waterproof decorative cap 12 are an integral part of the truss concrete column 202, and the column top waterproof decorative cap 12 can be shaped according to the needs of the site.

[0065] The wall column steel truss 8 comprises two wall column steel skeleton vertical rods 802 and a plurality of wall column steel skeleton horizontal rods 801, and is a rectangular frame structure II as a whole, and the rectangular frame structure II is wrapped with the anti-cracking steel mesh 3.

[0066] The connecting plate II 403 is arranged on the wall column steel truss 8, and has different arrangement positions according to the shape of the assembled fence and sound insulation wall.

[0067] 1. The assembled fence and sound insulation wall is a linear type.

[0068] When the truss concrete wall column unit 11 is a middle column, a plurality of the connecting plates II 403 are arranged on the two wall column steel skeleton vertical rods 802.

[0069] When the truss concrete wall column unit 11 is a corner column, a plurality of the connecting plates II 403 are arranged on one wall column steel skeleton vertical rod 802.

[0070] 2. The assembled fence and sound insulation wall is a mouth type.

[0071] When the truss concrete wall column unit 11 is a middle column, a plurality of the connecting plates II 403 are arranged on the two wall column steel skeleton vertical rods 802.

[0072] When the truss concrete wall column unit 11 is a corner column, a plurality of the connecting plates II 403 are arranged on the rod of one wall column steel skeleton vertical rod 802 and one wall column steel skeleton horizontal rod 801.

[0073] 3. The assembled fence and sound insulation wall is a field type.

[0074] When the truss concrete wall column unit 11 is a middle column, a plurality of the connecting plates II 403 are arranged on the two wall column steel skeleton vertical rods 802 and the two wall column steel skeleton horizontal rods 801.

[0075] When the truss concrete wall column unit 11 is a corner column, a plurality of the connecting plates II 403 are arranged on the rod of one wall column steel skeleton vertical rod 802 and one wall column steel skeleton horizontal rod 801.

[0076] When the truss concrete wall column unit 11 is a side column, a plurality of the connecting plates II 403 are arranged on the two wall column steel skeleton vertical rods 802 and one wall column steel skeleton horizontal rod 801.

[0077] Among the mouth type and the field type of the assembled fence and sound insulation wall, a plurality of the linear type of the assembled fence and sound insulation wall are included.

[0078] One side of the wall column steel truss 8 on which the connecting plate II 403 is arranged is provided with an inner rebate 14 corresponding to the connection of the truss concrete wall plate unit 10.

[0079] The outer rebate 13 on the truss concrete wall panel unit 10 and the inner rebate 14 on the truss concrete wall column unit 11 are mutually superimposed, and the connecting plate I 401 on the truss concrete wall panel unit 10 and the connecting plate II 403 on the truss concrete wall column unit 11 are connected by bolts.

[0080] Embodiment 2:

[0081] The main structure of this embodiment is the same as that of any one of embodiments 1-2, further, the setting position of the connecting plate II 403 on the truss concrete wall column unit 11 is adapted to the setting position of the connecting plate I 401 on the truss concrete wall panel unit 10.

[0082] The bolt hole I is provided on the plate surface of the connecting plate I 401 and the connecting plate II 403, and the bolts pass through the bolt hole I to connect the truss concrete wall panel unit 10 and the truss concrete wall column unit 11.

[0083] Embodiment 3:

[0084] The main structure of this embodiment is the same as that of any one of embodiments 1-2, further, when pouring the truss concrete panel 201, the rectangular frame structure formed by pouring two wall panel steel skeleton horizontal rods 101 and two wall panel steel skeleton vertical rods 102, and the anti-cracking steel mesh 3 and the outer protective layer wrapped outside the rectangular frame structure.

[0085] When pouring the truss concrete column 202, the rectangular frame structure formed by pouring the wall column steel skeleton vertical rod 802 and the wall column steel skeleton horizontal rod 801, and the anti-cracking steel mesh 3 and the outer protective layer wrapped outside the rectangular frame structure.

[0086] Embodiment 4:

[0087] The main structure of this embodiment is the same as that of any one of embodiments 1-3, further, the upper and lower ends of the truss concrete wall panel unit 10 are respectively poured with a wall panel I, and the thickness of the wall panel I is half of the thickness of the truss concrete wall panel unit 10, so that the upper wall panel I and the truss concrete wall panel unit 10 form an open upward through groove, which is a water retaining upper rebate 5; the lower wall panel I and the truss concrete wall panel unit 10 form an open downward through groove, which is a water spreading lower rebate 6.

[0088] When the adjacent truss concrete wall panel units 10 are spliced together, the water spreading lower rebate 6 of the upper truss concrete wall panel unit and the water retaining upper rebate 5 of the lower truss concrete wall panel unit are superimposed, and are spliced into a plate surface with the same thickness as the truss concrete wall panel unit 10.

[0089] The left and right ends (one side connected with the connecting plate I401) of the truss concrete wall plate unit 10 are respectively cast with wall plate II, the thickness of the cast wall plate II is half of the thickness of the truss concrete wall plate unit 10, therefore, a through slot is respectively arranged between the wall plate II on the left and right sides and the truss concrete wall plate unit 10, namely the outer opening 13.

[0090] The wall plate II wraps the connecting plate I401, and when the wall plate II is cast, the bolt hole of the connecting plate I401 is reserved.

[0091] The side of the truss concrete wall column unit 11 connected with the connecting plate II 403 is cast with wall plate III, the wall plate III wraps the connecting plate II 403, and when the wall plate III is cast, the bolt hole of the connecting plate II 403 is reserved.

[0092] The thickness of the wall plate III is half of the thickness of the truss concrete wall plate unit 10, when the truss concrete wall plate unit 10 and the truss concrete wall column unit 11 are spliced together, the outer opening 13 on the truss concrete wall plate unit 10 and the inner opening 14 on the truss concrete wall column unit 11 are mutually superimposed to form a flat plate consistent with the thickness of the truss concrete wall plate unit 10.

[0093] Embodiment 5:

[0094] The main structure of the embodiment is the same as any one of embodiments 1-4, further, the connecting plate I401 is welded on the wall plate steel framework vertical rod 102 of the wall plate steel truss 1, and a reinforcing rib plate I402 is further welded at the connecting position, the reinforcing rib plate I402 is arranged on the outer half side of the wall plate.

[0095] The connecting plate II 403 is welded on the wall column steel truss 8, and a reinforcing rib plate II 404 is further welded at the connecting position, the reinforcing rib plate II 404 is arranged on the inner half side of the wall column.

[0096] The reinforcing rib plate I402 and the reinforcing rib plate II 404 have the same structure.

[0097] Embodiment 6:

[0098] The main structure of the embodiment is the same as embodiment 5, further, the wall plate II wraps the connecting plate I401 and the reinforcing rib plate I402, and when the wall plate II is cast, the bolt hole of the connecting plate I401 is reserved.

[0099] The wall plate III wraps the connecting plate II 403 and the reinforcing rib plate II 404, and when the wall plate III is cast, the bolt hole of the connecting plate II 403 is reserved, which is protected and isolated to ensure use during installation.

[0100] Embodiment 7:

[0101] The main structure of the embodiment is the same as any one of embodiments 1-6, and further, the rod body of the wallboard steel framework cross rod 101 is perpendicular to the rod body of the wallboard steel framework vertical rod 102.

[0102] Two wallboard steel framework cross rods 101 are arranged in parallel.

[0103] Two wallboard steel framework vertical rods 102 are arranged in parallel.

[0104] The wallboard steel framework cross rods 101 and the wallboard steel framework vertical rods 102 are distributed at intervals and connected into a closed rectangular frame by welding or bolting.

[0105] The rectangular frame is provided with a wall corner reinforcing plate 103 at the corner, and the wall corner reinforcing plate 103 is arranged on both the inside and outside of the connecting corner.

[0106] Embodiment 8:

[0107] The main structure of the embodiment is the same as any one of embodiments 1-7, and further, the wall column steel framework cross rod 801 is perpendicular to the wall column steel framework vertical rod 802.

[0108] Two wall column steel framework vertical rods 802 are arranged in parallel.

[0109] A plurality of wall column steel framework cross rods 801 are arranged in parallel and located between the two wall column steel framework vertical rods 802.

[0110] The wall column steel framework cross rods 801 and the wall column steel framework vertical rods 802 are connected into a closed rectangular bent frame by welding or bolting.

[0111] Embodiment 9:

[0112] The main structure of the embodiment is the same as any one of embodiments 1-8, and further, the wall column steel framework vertical rod 802 connected to the foundation is also welded with a wallboard column foundation connecting plate 9 at one end.

[0113] The wallboard column foundation connecting plate 9 is provided with a bolt hole II 902 on the plate surface, and a bolt passes through the bolt hole II 902 to fix the truss concrete wall column unit 11 on the foundation.

[0114] The wallboard column foundation connecting plate 9 is also welded with a reinforcing rib plate III 901 at the connecting position of the wall column steel framework vertical rod 802.

[0115] Embodiment 10:

[0116] The main structure of the embodiment is the same as any one of embodiments 1-9, and further, the steel material used by the wallboard steel truss 1 and the wall column steel truss 8 at least includes one of C-shaped steel, Z-shaped steel, angle steel, channel steel, and U-shaped steel.

[0117] Embodiment 11

[0118] A manufacturing method of the prefabricated truss concrete structure assembled fence, soundproof wall according to any one of the embodiments 1-10, comprising the following steps:

[0119] 1) According to the height of the soundproof wall, determine the number N1 of the truss concrete wall plate units 10 arranged between the adjacent truss concrete wall column units 11, the length and height of the single truss concrete wall plate unit 10, the number N2 and height of the truss concrete wall column unit 11, and the installation number and interval distance of the connecting plate I 401 and the connecting plate II 403.

[0120] 2) Prefabricate the truss concrete wall plate unit 10.

[0121] 3) Prefabricate the truss concrete wall column unit 11.

[0122] 4) Transport the truss concrete wall plate unit 10 and the truss concrete wall column unit 11 to the site.

[0123] 5) Bolt one truss concrete wall column unit 11 with the foundation, and reserve the distance of the truss concrete wall plate unit 10, fix the second truss concrete wall column unit 11 in the same way, and fix the third, …, N2th truss concrete wall column unit 11 in turn.

[0124] 6) Install N1 truss concrete wall plate units 10 between two adjacent truss concrete wall column units 11 through the connecting plate I 401 and the connecting plate II 403, and complete the manufacturing of the soundproof wall.

[0125] Embodiment 12

[0126] The main structure of the embodiment is the same as any one of the embodiments 1-11, and further, the manufacturing method of the truss concrete wall plate unit comprises the following steps:

[0127] 1) Cut the wall plate steel framework horizontal rod, the wall plate steel framework vertical rod, the corner reinforcing plate, the connecting plate I, and the reinforcing rib plate I, and drill holes on the connecting plate I;

[0128] 2) Weld the wall plate steel framework horizontal rod and the wall plate steel framework vertical rod in turn, assemble two wall plate steel framework horizontal rods and two wall plate steel framework vertical rods into a rectangular frame to form a wall plate steel truss;

[0129] 3) Weld the corner reinforcing plate on the inner and outer sides of the corner of the wall plate steel truss;

[0130] 4) Weld the connecting plate I on the rod of the two wall plate steel framework vertical rods, and weld the reinforcing rib plate I on the connecting position of the connecting plate I and the wall plate steel framework vertical rod close to the building outer side.

[0131] 5) Arrange anti-crack steel mesh on both the inner and outer sides of the wall panel steel truss;

[0132] 6) Fabricate steel molds for sound insulation and volume reduction holes, upper tongue-and-groove steel molds for water blocking, and lower tongue-and-groove steel molds for flashing;

[0133] 7) Place the sound insulation and volume reduction hole steel mold, the water-blocking upper tongue and groove steel mold, the flashing lower tongue and groove steel mold, and the wall panel steel truss equipped with corner reinforcement plate, connecting plate I, reinforcing rib plate I and crack-resistant steel mesh into the steel mold box I, and hoist it onto the vibration table of the processing plant.

[0134] 8) Pour concrete into steel formwork I and start the vibrating table;

[0135] 9) Steam-cur and demold the truss concrete wall panel units, number them, and cure them before leaving the factory.

[0136] Example 13:

[0137] The main structure of this embodiment is the same as any one of embodiments 1 to 12. Furthermore, the manufacturing method of the truss concrete wall column unit 11 includes the following steps:

[0138] 1) Cut the horizontal members 801, vertical members 802, connecting plate II 403, reinforcing plate II 404, wall panel column foundation connecting plate 9, and reinforcing plate III 901 of the wall column steel frame, and drill holes in the connecting plate II 403 and the wall panel column foundation connecting plate 9.

[0139] 2) Weld the horizontal members 801 and vertical members 802 of the steel frame of the wall column, and assemble multiple horizontal members 801 and two vertical members 802 of the steel frame of the wall column into a rectangular frame to form the steel truss of the wall column 8;

[0140] 3) When the prefabricated enclosure and soundproof wall are in a straight line and the truss concrete wall column unit 11 is the middle column, the connecting plate II403 is welded on the two wall column steel frame vertical rods 802, and the reinforcing rib plate II404 is welded at the connection position between the connecting plate II403 and the wall column steel frame vertical rod 802.

[0141] When the prefabricated enclosure and soundproof wall are in a straight line and the truss concrete wall column unit 11 is a corner column, a connecting plate II403 is welded on one of the wall column steel frame vertical rods 802, and a reinforcing rib plate II404 is welded to the inner side of the building at the connection position between the connecting plate II403 and the wall column steel frame vertical rod 802.

[0142] 4) Weld the wall panel column foundation connection plate 9 to the end of the wall column steel frame vertical rod 802 that is connected to the foundation, and weld the reinforcing rib plate III901 at the connection position between the wall panel column foundation connection plate 9 and the wall column steel frame vertical rod 802.

[0143] 5) Anti-cracking steel mesh 3 is arranged on the inner and outer sides of the wall column steel truss 8;

[0144] 6) The wall plate steel truss 1 equipped with the connecting plate II 403, the reinforcing rib plate II 404, the wall plate column foundation connecting plate 9, the reinforcing rib plate III 901 and the anti-cracking steel mesh 3 is placed into the steel mold box II and hoisted to the processing plant vibration table;

[0145] 7) The steel mold box II is poured with concrete, and the vibration table is started;

[0146] 8) The truss concrete wall column unit 11 is demolded by steam curing, numbered and delivered.

[0147] Example 14:

[0148] The main structure of the embodiment is the same as any one of examples 1-13, and further, a prefabricated truss concrete structure assembled fence, soundproof wall, comprising a prefabricated truss concrete wall plate unit and a prefabricated truss concrete wall column unit.

[0149] The prefabricated truss concrete wall plate unit comprises a wall plate truss steel framework, concrete 2, a connecting plate I, a water retaining upper rebate 5, a water spreading lower rebate 6 and an anti-cracking steel mesh 3.

[0150] The wall plate truss steel framework comprises a plurality of customized profiles. These profiles are joined into a longitudinal and horizontal rectangular truss frame body by welding or bolting. Anti-cracking steel mesh 3 is arranged on the outer sides. A plurality of connecting plates I are further arranged on the wall plate steel framework vertical rods of the wall plate truss steel framework. The concrete covers the wall plate truss steel framework and the anti-cracking steel mesh 3 inside and is prefabricated into an integral wall plate. The wall plate concrete is provided with horizontal vertical rod soundproofing and weight reduction holes 7. The prefabricated truss concrete wall plate unit is provided with an upper rebate 5 for internally resisting and externally connecting water spreading at the upper part and a water spreading lower rebate 6 for lower drainage at the lower part.

[0151] The prefabricated truss concrete wall column unit comprises a wall plate column steel truss 8, concrete, a connecting plate II and an anti-cracking steel mesh 3. The wall plate column steel truss 8 comprises two vertical wall column steel framework vertical rods 802 and a plurality of wall column steel framework horizontal rods 801. These profiles are joined into a longitudinal and horizontal rectangular truss frame body by welding or bolting. Anti-cracking steel mesh 3 is arranged on the outer sides. A plurality of connecting plates II are further arranged on the wall column steel framework vertical rods 802 of the column steel truss 8. The concrete covers the wall plate column steel truss 8 and the anti-cracking steel mesh 3 inside and is prefabricated into an integral truss concrete wall column.

[0152] In operation, the prefabricated truss concrete wall plate unit is fixedly connected with the prefabricated truss concrete wall column unit wall column steel framework vertical rods 802 a plurality of connecting plates II through a plurality of connecting plates I on the wall plate steel framework vertical rods to form an integral assembled soundproof wall.

[0153] Further, the prefabricated truss concrete wallboard unit wallboard truss steel frame comprises two wallboard steel frame horizontal bars 101 and two wallboard steel frame vertical bars 102.

[0154] The two wallboard steel frame horizontal bars 101 are arranged horizontally and in parallel.

[0155] The two wallboard steel frame vertical bars 102 are arranged vertically and in parallel.

[0156] The two wallboard steel frame horizontal bars 101 and the two wallboard steel frame vertical bars 102 are connected by welding or bolting into a closed rectangular frame.

[0157] All the connecting angles of the two wallboard steel frame horizontal bars 101 and the two wallboard steel frame vertical bars 102 are additionally provided with wall corner reinforcing plates 103 arranged on both the inner and outer sides of the connecting angles.

[0158] The outer side of the two wallboard steel frame vertical bars 102 is further provided with wallboard connecting plates I for mounting wallboard columns. The wallboard connecting plates I are respectively welded on the two wallboard steel frame vertical bars 102. The wallboard connecting plates I are further provided with bolt holes for mounting.

[0159] The connecting position of the wallboard connecting plates I and the two wallboard steel frame vertical bars 102 is further provided with reinforcing rib plates I 402.

[0160] Further, the prefabricated truss concrete wallboard unit wallboard truss steel frame comprises two wallboard steel frame horizontal bars 101 and two wallboard steel frame vertical bars 102.

[0161] The two wallboard steel frame vertical bars 102 are arranged vertically and in parallel.

[0162] The multiple wallboard steel frame horizontal bars 801 are arranged horizontally and in parallel.

[0163] The multiple wallboard steel frame horizontal bars 801 and the two wallboard steel frame vertical bars 102 are connected by welding or bolting into a closed rectangular frame.

[0164] The outer side of the two wallboard steel frame vertical bars 102 is further provided with wallboard connecting plates I for mounting wallboard columns. The wallboard connecting plates I are respectively welded on the two wallboard steel frame vertical bars 102. The wallboard connecting plates I are further provided with bolt holes for mounting.

[0165] The connecting position of the wallboard connecting plates I and the two wallboard steel frame vertical bars 102 is further provided with reinforcing rib plates I 402.

[0166] The two wall column steel skeleton vertical rod 802 bottom plate also has a wallboard column foundation connecting plate 9 connected with the foundation. The wallboard column foundation connecting plate 9 is welded at the bottom of the two wall column steel skeleton vertical rods 802 respectively. The wall column connecting plate 9 also has a bolt hole 902 for installation.

[0167] The wallboard column foundation connecting plate 9 is also welded with a reinforcing rib plate III 901 at the connection between the two ends of the wall column steel skeleton vertical rod 802.

[0168] Further, the steel material used in the prefabricated truss concrete wall column steel truss 8 is folded into C-shaped steel and Z-shaped steel from steel plate.

[0169] Further, the steel material used in the prefabricated truss concrete wall column steel truss 8 is folded into C-shaped steel and Z-shaped steel from steel plate.

[0170] A mounting method of a prefabricated truss concrete structure assembly type soundproof wall, comprising the following steps:

[0171] 1) prefabricated truss concrete wallboard.

[0172] 2) prefabricated truss concrete wall column.

[0173] 3) Transport the prefabricated truss concrete wallboard and the prefabricated truss concrete wall column to the site.

[0174] 4) Bolt the prefabricated truss concrete wall column and the foundation together, and adjust to the vertical and horizontal state. The distance of the prefabricated truss concrete wallboard is reserved, and the second prefabricated truss concrete wall column is installed in the same way.

[0175] 5) Install the prefabricated truss concrete wallboard between the two prefabricated truss concrete wall columns, and fix the connecting plate II on the corresponding connecting plate I to complete the leveling and fixing of the wallboard.

[0176] 6) The same method is used to install.

[0177] The prefabricated truss concrete wall column comprises the following steps:

[0178] 1.1) Wall column steel skeleton vertical rod 802, wall column steel skeleton horizontal rod 801, connecting plate II 403, reinforcing rib plate II 404 blanking, drilling.

[0179] 1.2) Assemble the wall column steel skeleton vertical rod 802 and the wall column steel skeleton horizontal rod 801 into a bent frame to form a wallboard column steel truss 8.

[0180] 1.3) Weld the connecting plate II 403 and the reinforcing rib plate II 404 on both sides of the wall column steel skeleton vertical rod 802.

[0181] 1.4) Wallboard column base connecting plate 9 and reinforcing rib plate III 901 are welded at the bottom of the wall column steel framework vertical rod 802 as end plate.

[0182] 1.5) Arrange anti-cracking steel mesh 3.

[0183] 1.6) Make prefabricated truss concrete wall column unit steel formwork.

[0184] 1.7) Put the finished truss concrete wall column 8 into the steel mold box, and hoist it to the vibration table in the processing plant.

[0185] 1.8) Pour concrete and start the vibration table.

[0186] 1.9) Steam curing and demolding of truss concrete wall column unit, numbering and maintenance for delivery.

[0187] The prefabricated truss concrete wallboard specifically includes the following steps:

[0188] 2.1) Wallboard steel framework vertical rod 102, wallboard steel framework horizontal rod 101, connecting plate I 401, wall corner reinforcing plate 103, reinforcing rib plate I 402 are cut and drilled.

[0189] 2.2) Wallboard steel framework vertical rod 102, wallboard steel framework horizontal rod 101 are assembled into a frame to form wallboard steel truss 1.

[0190] 2.3) Connecting plate I 401 and reinforcing rib plate I 402 are welded on both sides of wallboard steel framework vertical rod 102.

[0191] 2.4) Arrange anti-cracking steel mesh 3.

[0192] 2.5) Make prefabricated truss concrete wallboard steel formwork with sound insulation and weight reduction hole belt, inner resistance external blocking water retaining upper tongue and groove 5, water spreading lower tongue and groove 6.

[0193] 2.6) Put the finished wallboard steel framework 1 into the steel mold box, and hoist it to the vibration table in the processing plant.

[0194] 2.7) Pour concrete and start the vibration table.

[0195] 2.8) Steam curing and demolding of truss concrete wallboard unit, numbering and maintenance for delivery.

Claims

1. A prefabricated truss concrete structure assembled fence, soundproof wall, characterized in that: The prefabricated truss concrete wall column unit (11) and the prefabricated truss concrete wall plate unit (10) are arranged in the factory. The truss concrete wall plate unit (10) comprises a truss concrete plate (201) and a plurality of connecting plates I (401). The truss concrete plate (201) is internally provided with a wall plate steel truss (1) and a crack-resistant steel mesh (3). The wall plate steel truss (1) comprises two wall plate steel skeleton horizontal rods (101) and two wall plate steel skeleton vertical rods (102), and the whole is in the form of a rectangular frame structure I, and the rectangular frame structure I is wrapped with the crack-resistant steel mesh (3). A plurality of connecting plates I (401) are oppositely arranged on the rods of the two wall plate steel skeleton vertical rods (102). The truss concrete wall plate unit (10) is internally provided with a plurality of sound insulation and weight reduction holes (7) arranged at intervals, and the arrangement direction of the sound insulation and weight reduction holes (7) is parallel to the arrangement direction of the wall plate steel skeleton horizontal rod (101). The upper and lower ends of the truss concrete wall plate unit (10) are respectively provided with a water-blocking upper tongue (5) and a water-spreading lower tongue (6), and the adjacent truss concrete wall plate units (10) are overlapped through the water-blocking upper tongue (5) and the water-spreading lower tongue (6). The left and right ends of the truss concrete wall plate unit (10) are provided with outer tongues (13) corresponding to the connection and overlap of the truss concrete wall column unit (11). The truss concrete wall column unit (11) comprises a truss concrete column (202) and a plurality of connecting plates II (403). The truss concrete column (202) is internally provided with a wall column steel truss (8) and a crack-resistant steel mesh (3), and a column top waterproof decorative cap (12) is arranged at the top of the column. The wall column steel truss (8) comprises two wall column steel skeleton vertical rods (802) and a plurality of wall column steel skeleton horizontal rods (801), and the whole is in the form of a rectangular frame structure II, and the rectangular frame structure II is wrapped with the crack-resistant steel mesh (3). When the assembled fence and sound insulation wall is in the form of a straight line, and the truss concrete wall column unit (11) is a middle column, a plurality of connecting plates II (403) are oppositely arranged on the two wall column steel skeleton vertical rods (802); when the assembled fence and sound insulation wall is in the form of a straight line, and the truss concrete wall column unit (11) is a corner column, a plurality of connecting plates II (403) are arranged on one wall column steel skeleton vertical rod (802). One side of the wall column steel truss (8) on which the connecting plate II (403) is mounted is provided with an inner tongue (14) corresponding to the connection and overlap of the truss concrete wall plate unit (10). The outer tongue (13) on the truss concrete wall plate unit (10) and the inner tongue (14) on the truss concrete wall column unit (11) are overlapped, and the connecting plate I (401) on the truss concrete wall plate unit (10) and the connecting plate II (403) on the truss concrete wall column unit (11) are connected through bolts.

2. The prefabricated truss concrete structure assembled fence, soundproof wall according to claim 1, characterized in that: The arrangement position of the connecting plate II (403) on the truss concrete wall column unit (11) is matched with the arrangement position of the connecting plate I (401) on the truss concrete wall plate unit (10). The plate surface of the connecting plate I (401) and the connecting plate II (403) is provided with bolt holes I, and the bolts pass through the bolt holes I to connect the truss concrete wall plate unit (10) and the truss concrete wall column unit (11).

3. The prefabricated truss concrete structure assembled fence, soundproof wall according to claim 1, characterized in that: The connecting plate I (401) is welded on the wall plate steel framework vertical rod (102) of the wall plate steel truss (1), and a reinforcing rib plate I (402) is further welded at the connecting position; The connecting plate II (403) is welded on the wall column steel truss (8), and a reinforcing rib plate II (404) is further welded at the connecting position.

4. The prefabricated truss concrete structure assembled fence, soundproof wall according to claim 1, characterized in that: The rod body of the wall plate steel framework horizontal rod (101) is perpendicular to the rod body of the wall plate steel framework vertical rod (102); Two wall plate steel framework horizontal rods (101) are arranged in parallel; Two wall plate steel framework vertical rods (102) are arranged in parallel; The wall plate steel framework horizontal rods (101) and the wall plate steel framework vertical rods (102) are distributed at intervals and are connected into a closed rectangular frame by welding or bolting. The corner of the rectangular frame is provided with a wall corner reinforcing plate (103), and the wall corner reinforcing plate (103) is arranged on both sides of the connecting corner.

5. The prefabricated truss concrete structure assembled fence, soundproof wall according to claim 1, characterized in that: The wall column steel framework horizontal rod (801) is perpendicular to the wall column steel framework vertical rod (802); Two wall column steel framework vertical rods (802) are arranged in parallel; A plurality of wall column steel framework horizontal rods (801) are arranged in parallel and are located between the two wall column steel framework vertical rods (802); The wall column steel framework horizontal rods (801) and the wall column steel framework vertical rods (802) are connected into a closed rectangular bent frame by welding or bolting.

6. The prefabricated truss concrete structure assembled fence, soundproof wall according to claim 1 or 5, characterized in that: The wall column steel framework vertical rod (802) connected with the foundation is further welded with a wall plate column foundation connecting plate (9) at one end; The plate surface of the wall plate column foundation connecting plate (9) is provided with bolt holes II (902), and the bolts pass through the bolt holes II (902) to fix the truss concrete wall column unit (11) on the foundation; The wall plate column foundation connecting plate (9) and the wall column steel framework vertical rod (802) are further welded with a reinforcing rib plate III (901) at the connecting position.

7. The prefabricated truss concrete structure assembled fence, soundproof wall according to claim 1, characterized in that: The steel material used by the wall plate steel truss (1) and the wall column steel truss (8) at least includes one of C-shaped steel, Z-shaped steel, angle steel, channel steel and U-shaped steel.

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