An assembled heat-insulating steel bar processing plant and construction method thereof
Through a prefabricated steel bar processing factory with double-layer enclosure structure and detachable connection design, the problems of garbage and air suffocation caused by traditional factory demolition are solved, and the thermal insulation effect and convenient disassembly are achieved. It is suitable for steel bar processing factories with frequent transitions. .
Patent Information
- Application Number
- CN202010314322.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2020-04-20
- Publication Date
- 2024-12-27
- Estimated Expiration
- 2040-04-20
AI Technical Summary
Because traditional steel bar processing plants are not suitable for frequent flow, they generate a large amount of construction waste after demolition, which causes safety risks for operators to be kept in air and lack of thermal insulation performance.
The prefabricated steel bar processing factory design adopts a double-layer enclosure structure, with an air mezzanine formed in the middle and connected to the outdoors. Combined with a detachable connection structure and adjustment mechanism, it realizes heat conduction and isolation of indoor and outdoor air, and facilitates assembly and disassembly to reduce the generation of construction waste.
Effectively reduce indoor temperature, increase building comfort, and realize a low-cost solution that can be reused. It is suitable for the construction of steel bar processing plants with frequent transitions and reduce the production of industrial waste.
Smart Images

Figure CN111335679B_ABST
Abstract
Description
Technical Field
[0001] The invention belongs to the technical field of construction engineering, and in particular relates to an assembled heat-insulating steel bar processing plant and a construction method thereof. Background Art
[0002] Rebar is a type of steel that is relatively hard and has a certain degree of toughness. It is an almost essential material in today's construction industry. In large-scale construction projects, a large number of rebars of different lengths are often required. In order to complete the project within the specified time limit and speed up the progress of the project, engineers will build a rebar processing plant on site for centralized processing of rebar.
[0003] The steel bar processing plant provides an integrated closed functional space for steel bars from raw material storage to finished steel bar products and distribution. Most traditional steel bar processing plants are welded with steel structures such as portal steel frames and triangular roof trusses, some of which are connected by bolts, and the roof is a single-layer corrugated steel sheet roof.
[0004] Since construction projects need to be frequently transferred, self-built steel processing plants are generally only used for 2-3 years. Fixed buildings built by welding and cast-in-place methods are not suitable for the frequent mobility of self-built steel processing plants. After each demolition, the single-layer corrugated steel sheet roof becomes construction waste. Moreover, traditional steel processing plants use single-layer corrugated steel sheet roofs, which are airtight, stuffy, and hot indoors, seriously affecting the life safety of operators.
[0005] For example, in the patent application with application number 201820160242.0, a detachable steel bar processing shed is disclosed, including a column array, a roof truss, purlins and a roof steel plate, an upper mounting plate and a lower mounting plate are fixed on the columns; a connecting beam and a diagonal brace are arranged between two adjacent columns in the column row, and a first L-shaped plate and a second L-shaped plate are fixed on the columns; the roof truss includes a cross beam, a beam frame rod, a support and a groove plate, the groove plate is fixed on the beam frame rod, and the purlin is fixed on the groove plate; the roof steel plate is laid on the purlin by bolts.
[0006] The detachable steel bar processing shed realized by the above patent has a single-layer steel plate on the roof, which cannot be reused after dismantling, generates construction waste, and causes air suffocation, stuffiness, and high temperature in the room, seriously affecting the life safety of the operators. Summary of the invention
[0007] In order to solve the above problems, the primary purpose of the present invention is to provide an assembled insulated steel bar processing plant and a construction method thereof. The roof of the processing plant adopts a double-layer enclosure, and an air layer is formed in the middle to communicate with the outdoors, which can effectively isolate the heat conduction of the indoor and outdoor air, reduce the indoor temperature, and increase the comfort of the building.
[0008] Another object of the present invention is to provide an assembled insulated steel bar processing plant and a construction method thereof, which are convenient for assembly and disassembly, can be reused repeatedly after one-time completion, have low cost, and do not generate a large amount of construction waste and industrial waste. It is green and environmentally friendly and is suitable for the construction of various steel bar processing plants.
[0009] To achieve the above object, the technical solution of the present invention is as follows:
[0010] An assembled heat-insulating steel bar processing plant comprises a base and a top bracket, wherein the base is fixed to the ground to play a supporting role, and the top bracket is assembled on the base to form a roof frame of the steel bar processing plant, and a double-layer enclosure structure is installed on the top bracket, and the double-layer enclosure structure is laid on the upper surface of the top bracket, and an air interlayer is formed in the middle of the double-layer enclosure structure, which is connected to the outdoors, can effectively isolate the heat conduction of indoor and outdoor air, reduce the indoor temperature, and increase the comfort of the building.
[0011] Furthermore, the base includes a plurality of columns, the top bracket includes a plurality of inclined beams, the plurality of columns are supported on the ground, the columns and the inclined beams are connected by a connecting structure, and the two ends of each inclined beam are respectively connected to two columns by the connecting structure. In the present invention, the inclined beams are installed on the columns by the connecting structure, which is convenient for installation and disassembly.
[0012] Furthermore, the connection structure includes a column cap plate and a bow support plate, the two ends of the inclined beam are inclined, the top port where the column and the inclined beam are connected is an inclined port, and its inclination angle is the same as the inclination angle of the inclined beam, the column cap plate is fixedly set at the port of the column, the bow support plate is adapted to the column cap plate, and one end of the bow support plate is detachably connected to the column cap plate, and the other end of the bow support plate is detachably connected to the bottom of the inclined beam. In the present invention, the inclined beam is an existing standard part, and its cross-section is rectangular, and its bottom is a short side; the inclination of the column port prefabricated in advance is the same as the inclination of the inclined beam, and the column cap plate is fixedly set at the port of the column, and the inclination of the column cap plate is also consistent with the inclination of the inclined beam. The column and the short side of the inclined beam are detachably connected by using the bow support plate, and the force is reasonable and space is saved.
[0013] Furthermore, the bow-shaped support plate includes a first connection part, a second connection part and a third connection part, the first connection part, the second connection part and the third connection part are connected in a step-like manner in sequence, and the second connection part is higher than the first connection part and the third connection part, the first connection part and the third connection part have the same height, a plurality of bolt holes are arranged on the first connection part, the second connection part and the third connection part, the second connection part is connected to the bottom of the inclined beam, and the first connection part and the third connection part are connected to the column head cover plate. Through the setting of the bow-shaped support plate, the single-row bolt arrangement at the bottom of the inclined beam is connected to the second connection part through the bolt holes of the second connection part, and then connected to the column head cover plate of the column through the first connection part and the third connection part, which is converted into a double-row bolt arrangement, and the force is reasonable, so that the connection between the inclined beam and the column is more stable.
[0014] Furthermore, a welding plate is provided in the inclined beam, and a plurality of bolt heads are provided on the welding plate, and the ends of the bolt heads extend from the bottom of the inclined beam, and the bolt heads are matched with the bolt holes of the second connecting part. The inclined beam and the bow support plate are detachably connected by the cooperation of bolts and nuts.
[0015] Furthermore, the column cap cover is provided with a plurality of connection holes corresponding to the bolt holes on the first connection part and the third connection part. The column cap cover and the bow support plate are detachably connected by the cooperation of bolts and nuts.
[0016] Furthermore, a beam sleeve plug-in is provided in the beam, and the position of the beam sleeve plug-in corresponds to the position of the bow support plate. The beam sleeve plug-in belongs to the prior art, and is sleeved in the aluminum alloy beam to increase the connection strength between the aluminum alloy beam and the bow support plate, with reasonable force and safe structure.
[0017] Furthermore, the base also includes a number of concrete foundations corresponding to the number of columns, the concrete foundations are evenly spaced to form a square and fixed on the ground, the lower ends of the columns are respectively fixedly connected to the concrete foundations, so as to form a square and support the ground evenly spaced; the columns forming the square include two evenly spaced front and rear rows of columns and two left and right columns, and in the two rows of columns, every two front and rear opposite columns are fixedly connected to an inclined beam. In the present invention, the columns and the inclined beams are fixed in the above manner, and the overall structure is stable.
[0018] Furthermore, each inclined beam is provided with an installation structure for installing a double-layer enclosure structure, and the upper and lower sides of the installation structure are provided with assembly grooves. The double-layer enclosure structure includes a plurality of two-layer tarpaulins, and an installation position for installing the two-layer tarpaulins is formed between every two adjacent inclined beams, and an air layer is formed between the two layers of tarpaulins; the left and right edges of the two layers of tarpaulins are provided with clips adapted to the assembly grooves, and the tarpaulin located on the upper layer is inserted into the assembly groove of the upper part of the installation structure through the clips at its edge, and the tarpaulin located on the lower layer is inserted into the assembly groove of the lower part of the installation structure through the clips at its edge. In the present invention, two layers of tarpaulins are laid at the installation position between every two adjacent inclined beams, and the edges of the tarpaulins are fixed in the assembly grooves through the clips, so as to facilitate installation and disassembly.
[0019] Furthermore, each two-layer tarpaulin is connected to an adjustment mechanism at both the front and rear ends. After the two-layer tarpaulin is inserted into the assembly groove through the clips on the left and right sides, the adjustment mechanism at the front and rear ends is used to adjust the tightness of the two-layer tarpaulin and fix it.
[0020] Further, the adjustment mechanism includes a first adjustment component and a second adjustment component, the first adjustment component includes a first adjustment nut, a first adjustment screw, a first lifting rod and a first short rod, the front or rear end of the tarpaulin located on the upper layer of the two layers of tarpaulin is fixedly connected to the first lifting rod, the first lifting rod is fixedly connected to the lower part of the first adjustment screw through the first short rod, the first adjustment nut is fixedly connected to the front or rear end of the inclined beam, the first adjustment screw extends into the first adjustment nut and is threadedly connected to the first adjustment nut, the first adjustment screw can drive the first lifting rod to move up and down through the first short rod by turning the knob, thereby driving the front or rear end of the tarpaulin on the upper layer to move up and down, so as to adjust the tightness of the tarpaulin on the upper layer;
[0021] The second adjustment assembly includes a second adjustment nut, a second adjustment screw, a second lifting rod and a second short rod. The front or rear end of the tarpaulin located at the lower layer of the two layers of tarpaulin is fixedly connected to the second lifting rod. The second lifting rod is fixedly connected to the lower part of the second adjustment screw through the second short rod. The second adjustment nut is fixedly connected to the front or rear end of the column. The second adjustment screw extends into the second adjustment nut and is threadedly connected to the second adjustment nut. The second adjustment screw can drive the second lifting rod to move up and down through the second short rod by turning the knob, thereby driving the front or rear end of the tarpaulin of the lower layer to move up and down, so as to adjust the tightness of the tarpaulin of the lower layer. In the present invention, the tightness of the two layers of tarpaulin can be adjusted and fixed through the specific structural settings of the first adjustment assembly and the second adjustment assembly.
[0022] Furthermore, the base also includes purlin supports and purlins, and the purlin supports are fixed to the columns by bolts, and the purlins are fixed to the purlin supports by bolts, so as to enhance the stability of the base; a corrugated steel plate enclosure structure is also installed on the periphery of the base, and the corrugated steel plate enclosure structure is fixed to the purlins by self-tapping screws. In the present invention, the stability of the base can be enhanced by the arrangement of purlin supports and purlins, and the closedness of the steel bar processing plant can be ensured while enhancing the stability of the base by the corrugated steel plate enclosure structure.
[0023] Furthermore, in the front and rear rows of columns, double angle steels are installed between some of the adjacent columns. The columns are supported and fixed by the double angle steels, which can enhance the stability of the base.
[0024] Furthermore, the base is provided with an entrance and an exit, and the upper part of the base is provided with a crane beam, which is arranged on the upper part of the front or rear column. In the present invention, the entrance and exit facilitates entering and exiting the steel bar processing plant, and the crane beam facilitates the assembly of the steel bar processing plant.
[0025] Furthermore, the inclined beam is a herringbone inclined beam of aluminum alloy, and a plurality of herringbone inclined beams are combined to form two inclined planes. The top bracket is also connected with a square tube and a suspension tube. Each inclined beam is also provided with a plurality of connectors at even intervals. The suspension tube is transversely installed in the middle of the top bracket, i.e., the junction between the two inclined planes, through the connector in the middle of each inclined beam. There are a plurality of square tubes, and the plurality of square tubes are transversely installed on the two inclined planes through a plurality of connectors of the inclined beam, respectively. The suspension tube and the plurality of square tubes are both arranged vertically with the inclined beam. In the present invention, the connector is a standard part for fixing the suspension tube and the square tube, and can be fixed by a hook, which is a prior art. The above arrangement can enhance the stability of the top bracket, and the arrangement of the two inclined planes can better drain rainwater, and cooperate with the two layers of tarpaulin to achieve a good waterproof effect.
[0026] Furthermore, the column is an H-shaped steel column, the two layers of tarpaulin are both PVC tarpaulin, and the air layer between the two layers of tarpaulin is more than 20 cm. In the present invention, the H-shaped steel column is more convenient and practical, the PVC tarpaulin has good waterproof effect and corrosion resistance; the setting of the air layer of more than 20 cm can better help air circulation.
[0027] A method for constructing an assembled heat-insulating steel bar processing plant, the method comprising the following steps:
[0028] Step S1, excavation of foundation, pre-embedded anchor bolts and cast-in-place concrete foundation; specifically, pre-embedded M45 anchor bolts with a length of 60 cm and a center distance of 5 m, followed by cast-in-place C25 concrete, and after the concrete strength reaches the standard, ensure that the anchor bolts are exposed from the foundation surface by ≥15 cm;
[0029] Step S2, assemble the purlin support to the column, then fix the column to the anchor bolt of the concrete foundation, and level the column elevation through the anchor bolt; specifically, level the H-shaped steel column bottom plate elevation through the double nut of the anchor bolt, with a height difference of ±5mm;
[0030] Step S3, fixing the double angle steel between the columns to the columns by means of bolts; specifically, the double angle steel between the columns can be fixed by standing on a scaffold;
[0031] Step S4, splicing the herringbone inclined beam on the ground, lifting the herringbone inclined beam to the top of the column, and tightening and fixing it by bolts;
[0032] Step S5, suspending the hanging tube and the square tube on the prefabricated connecting piece of the inclined beam through the support rod; specifically, the support rod is an existing tool, and the hanging tube and the square tube can be fixed by standing on the scaffold.
[0033] Step S6, after the two layers of tarpaulin are inserted into the assembly groove of the inclined beam, the ends of the two layers of tarpaulin are pulled up with a drawstring, and then the upper tarpaulin is fixed to the inclined beam by a first adjustment component, and the lower tarpaulin is fixed to the column by a second adjustment component;
[0034] Step S7, placing the purlin on the purlin support and tightening and fixing it with bolts; specifically, the purlin can be fixed by standing on a scaffold;
[0035] Step S8, lifting the crane beam from the ground to the column and tightening and fixing it with bolts; specifically, the crane beam can be fixed to the bracket position of the H-shaped steel column by standing on the scaffolding;
[0036] Step S9, installing the corrugated steel plate enclosure structure, and fixing the corrugated steel plate enclosure structure on the purlins by self-tapping screws.
[0037] In the present invention, before pre-embedded anchor bolts and cast-in-place concrete foundations, it is necessary to level the site, clean the ground debris and stagnant water, and do temporary drainage work; then the foundation is laid out, and the surveyor lays out the foundation position and elevation, and uses lime powder to sprinkle the foundation plane shape. The assembled insulation steel bar processing plant is built through the above method steps, the concrete foundation is assembled with H-shaped steel columns, and the structural members such as beams and beams, beams and columns are all connected by bolting, hooking and other easy-to-disassemble connection methods. The top double-layer PVC enclosure and the inclined beam are inserted into the assembly groove through the matching sleeve of the card strip, and then fixed by the adjustment mechanism. The surrounding corrugated steel plate enclosure structure is bolted to the columns. The overall disassembly and assembly loss of the factory is zero, no construction waste is generated, it is more green and environmentally friendly, and it cooperates with the frequent transfer of engineering construction projects, with obvious advantages.
[0038] The beneficial effects of the present invention are as follows: compared with the prior art, in the present invention, a double-layer enclosure structure is laid on the upper surface of the top bracket, and an air layer is formed in the middle of the double-layer enclosure structure, which is connected to the outdoors, and can effectively isolate the heat conduction of the air indoors and outdoors, reduce the indoor temperature, and increase the comfort of the building; and compared with the prior art, it is more convenient to assemble and disassemble, can be reused after being completed once, has low cost, and does not generate a large amount of construction waste and industrial waste, is green and environmentally friendly, and is suitable for the plant construction of various types of steel bar processing plants. BRIEF DESCRIPTION OF THE DRAWINGS
[0039] Figure 1 It is a structural schematic diagram of the assembled heat-insulating steel bar processing plant implemented by the present invention.
[0040] Figure 2 It is a side sectional view of the assembled heat-insulating steel bar processing plant implemented by the present invention.
[0041] Figure 3 yes Figure 2 An enlarged schematic diagram of B in FIG.
[0042] Figure 4 yes Figure 2 Schematic diagram of C in FIG.
[0043] Figure 5 It is a front schematic diagram of the base of the assembled heat-insulating steel bar processing plant implemented by the present invention.
[0044] Figure 6 It is a schematic diagram of the connection relationship between the two layers of tarpaulin, the inclined beams and the columns implemented by the present invention.
[0045] Figure 7 yes Figure 6 A cross-sectional view of the inclined beam and column parts from the first perspective.
[0046] Figure 8 yes Figure 6 A cross-sectional view of the inclined beam and column part from a second perspective.
[0047] Fig. 9 It is a structural schematic diagram of the bow support plate implemented by the present invention.
[0048] Fig.10 It is a schematic diagram of the connection relationship between the clamping strips and the assembly grooves of the two-layer tarpaulin implemented by the present invention. DETAILED DESCRIPTION
[0049] In order to make the purpose, technical solution and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention.
[0050] See also Figure 1-10 As shown, an assembled heat-insulating steel bar processing plant includes a base 1 and a top bracket 2. The base 1 is fixed to the ground to play a supporting role. The top bracket 2 is assembled on the base 1 to form a roof frame of the steel bar processing plant. A double-layer enclosure structure 3 is installed on the top bracket 2. The double-layer enclosure structure 3 is laid on the upper surface of the top bracket 2, and an air interlayer is formed in the middle of the double-layer enclosure structure 3, which is connected to the outdoors, and can effectively isolate the heat conduction between indoor and outdoor air, reduce indoor temperature, and increase building comfort.
[0051] The base 1 includes a plurality of columns 11, the top bracket 2 includes a plurality of inclined beams 21, the plurality of columns 11 are supported on the ground, the columns 11 and the inclined beams 21 are connected by a connecting structure 4, and the two ends of each inclined beam 21 are respectively connected to two columns 11 by the connecting structure 4. In the present invention, the inclined beams 21 are installed on the columns 11 by the connecting structure 4, which is convenient for installation and disassembly.
[0052] Among them, the connecting structure 4 includes a column capital cover plate 41 and a bow support plate 42, the two ends of the inclined beam 21 are inclined, the top port where the column 11 is connected to the inclined beam 21 is an inclined port, and its inclination angle is the same as the inclination angle of the inclined beam 21, the column capital cover plate 41 is fixedly set at the port of the column 11, the bow support plate 42 is adapted to the column capital cover plate 41, and one end of the bow support plate 42 is detachably connected to the column capital cover plate 41, and the other end of the bow support plate 42 is detachably connected to the bottom of the inclined beam 21. In the present invention, the inclined beam 21 is an existing standard part, whose cross-section is a rectangle and whose bottom is the short side; the inclination of the port of the prefabricated column 11 is the same as the inclination of the inclined beam 21, and the column head cover plate 41 is fixedly set at the port of the column 11. At this time, the inclination of the column head cover plate 41 is also consistent with the inclination of the inclined beam 21. The column 11 and the short side of the inclined beam 21 are detachably connected by using the bow support plate 42, which has reasonable force and saves space.
[0053] Among them, the bow support plate 42 includes a first connection part 421, a second connection part 422 and a third connection part 423, the first connection part 421, the second connection part 422 and the third connection part 423 are connected in sequence in a stepped manner, and the second connection part 422 is higher than the first connection part 421 and the third connection part 423, the first connection part 421 and the third connection part 423 have the same height, and the first connection part 421, the second connection part 422 and the third connection part 423 are all provided with a plurality of bolt holes, the second connection part 422 is connected to the bottom of the inclined beam 21, and the first connection part 421 and the third connection part 423 are both connected to the column head cover plate 41. By setting the bow-shaped support plate 42, the single-row bolt arrangement at the bottom of the inclined beam 21 is connected to the second connecting part 422 through the bolt holes of the second connecting part 422, and then connected to the column head cover 41 of the column 11 through the first connecting part 421 and the third connecting part 423, and converted into a double-row bolt arrangement with reasonable force, making the connection between the inclined beam 21 and the column 11 more stable.
[0054] A welding plate 211 is provided in the inclined beam 21, and a plurality of bolt heads 212 are provided on the welding plate 211, and the ends of the bolt heads 212 extend from the bottom of the inclined beam 21, and the bolt heads 212 are matched with the bolt holes of the second connecting portion 422. The inclined beam 21 and the bow support plate 42 are detachably connected by the cooperation of bolts and nuts.
[0055] The column cap cover plate 41 is provided with a plurality of connection holes corresponding to the bolt holes on the first connection portion 421 and the third connection portion 423. The column cap cover plate 41 and the bow support plate 42 are detachably connected by the cooperation of bolts and nuts.
[0056] Among them, the inclined beam 21 is also provided with an inclined beam sleeve plug-in 213, and the position of the inclined beam sleeve plug-in 213 corresponds to the position of the bow support plate 42. The inclined beam sleeve plug-in 213 belongs to the prior art, and it is sleeved in the inclined beam 21 to increase the connection strength between the inclined beam 21 and the bow support plate 42, with reasonable force and safe structure.
[0057] The connection structure 4 can be assembled in the following manner:
[0058] 1. Prefabricate the inclined end and column head cover 41 of the column 11, the welding plate 211 and bolt head 212 of the inclined beam 21, and the bow support plate 42 in advance in the factory;
[0059] 2. At the assembly site, use bolts and nuts to fix the bow support plate 42 to the inclined beam 21;
[0060] 3. Lift the inclined beam 21 with the bow-shaped support plate 42 installed onto the column 11;
[0061] 4. Fix the bow support plate 42 and the column 11 with bolts to complete the assembly.
[0062] Compared with the prior art, its beneficial effects are embodied in: the inclined beam 21, the bow-shaped support plate 42, and the column 11 are all connected by bolts, the nodes are assembled, the disassembly and assembly loss is zero, no construction waste is generated, and it is more green and environmentally friendly; the bolts of the inclined beam 21 are buried inside the bow-shaped support plate 42, and the node design is beautiful; the inclined beam sleeve plug-in 213 increases the connection strength between the inclined beam 21 and the bow-shaped support plate 42, the force is reasonable, and the structure is safe.
[0063] The base 1 further includes a number of concrete foundations 12 corresponding to the number of columns 11, the concrete foundations 12 are evenly spaced to form a square and fixed on the ground, and the lower ends of the columns 11 are respectively fixedly connected to the concrete foundations 12, so as to form a square and support the ground evenly spaced; the columns 11 forming a square include two evenly spaced front and rear rows of columns 11 and two left and right columns of columns 11, and in the two front and rear rows of columns 11, every two front and rear opposite columns 11 are fixedly connected to an inclined beam 21. In the present invention, the columns 11 and the inclined beam 21 are fixed in the above manner, and the overall structure is stable.
[0064] Among them, each inclined beam 21 is provided with a mounting structure for mounting the double-layer enclosure structure 3, and the upper and lower sides of the mounting structure are provided with assembly grooves 214. The double-layer enclosure structure 3 includes a plurality of two-layer tarpaulins, and a mounting position for mounting the two-layer tarpaulins is formed between every two adjacent inclined beams 21, and an air sandwich is formed between the two layers of tarpaulins; the left and right edges of the two layers of tarpaulins are provided with clamping strips 33 adapted to the assembly grooves 214, and the tarpaulin 31 located on the upper layer is inserted into the assembly groove 214 at the upper part of the mounting structure through the clamping strips 33 at its edge, and the tarpaulin 32 located on the lower layer is inserted into the assembly groove 214 at the lower part of the mounting structure through the clamping strips 33 at its edge. In the present invention, two layers of tarpaulins are laid at the mounting position between every two adjacent inclined beams 21, and the edges of the tarpaulins are fixed in the assembly grooves 214 through the clamping strips 33, so as to facilitate installation and disassembly.
[0065] Each of the two layers of tarpaulin is connected to an adjustment mechanism 5 at both the front and rear ends. After the two layers of tarpaulin are inserted into the assembly groove 214 through the clamping strips 33 on the left and right sides, the adjustment mechanism 5 at the front and rear ends is used to adjust the tightness of the two layers of tarpaulin and fix them.
[0066] The adjusting mechanism 5 includes a first adjusting component and a second adjusting component. The first adjusting component includes a first adjusting nut 51, a first adjusting screw 52, a first lifting rod 53 and a first short rod 54. The front or rear end of the tarpaulin 31 located on the upper layer of the two layers of tarpaulin is fixedly connected to the first lifting rod 53. The first lifting rod 53 is fixedly connected to the lower part of the first adjusting screw 52 through the first short rod 54. The first adjusting nut 51 is fixedly connected to the front or rear end of the inclined beam 21. The first adjusting screw 52 extends into the first adjusting nut 51 and is threadedly connected to the first adjusting nut 51. The first adjusting screw 52 can drive the first lifting rod 53 to move up and down through the first short rod 54 by turning the knob, thereby driving the front or rear end of the tarpaulin 31 on the upper layer to move up and down, thereby adjusting the tightness of the tarpaulin 31 on the upper layer.
[0067] The second adjustment assembly includes a second adjustment nut 55, a second adjustment screw 56, a second lifting rod 57 and a second short rod 58. The front or rear end of the tarpaulin 32 located at the lower layer of the two layers of tarpaulin is fixedly connected to the second lifting rod 57. The second lifting rod 57 is fixedly connected to the lower part of the second adjustment screw 56 through the second short rod 58. The second adjustment nut 55 is fixedly connected to the front or rear end of the column 11. The second adjustment screw 56 extends into the second adjustment nut 55 and is threadedly connected to the second adjustment nut 55. The second adjustment screw 56 can drive the second lifting rod 57 to move up and down through the second short rod 58 by turning the knob, thereby driving the front or rear end of the tarpaulin 32 of the lower layer to move up and down, so as to adjust the tightness of the tarpaulin 32 of the lower layer. In the present invention, the tightness of the two layers of tarpaulin is adjusted and fixed by the specific structural settings of the first adjustment assembly and the second adjustment assembly.
[0068] The base 1 further includes purlin brackets 13 and purlins 14, wherein the purlin brackets 13 are fixed to the columns 11 by bolts, and the purlins 14 are fixed to the purlin brackets 13 by bolts, so as to enhance the stability of the base 1; a corrugated steel plate enclosure structure 15 is also installed on the periphery of the base 1, and the corrugated steel plate enclosure structure 15 is fixed to the purlins 14 by self-tapping screws. In the present invention, the stability of the base 1 can be enhanced by the arrangement of the purlin brackets 13 and the purlins 14, and the stability of the base 1 can be enhanced by the corrugated steel plate enclosure structure 15, while the closedness of the steel bar processing plant can be ensured.
[0069] Among the columns 11 in the front and rear rows, a column double angle steel 16 is installed between some adjacent columns 11. The column 11 is supported and fixed by the arrangement of the column double angle steel 16, so that the stability of the base 1 can be enhanced.
[0070] Among them, the base 1 is also provided with an entrance and an exit, and the upper part of the base 1 is also provided with a crane beam 17, which is arranged on the upper part of the front or rear column 11. In the present invention, the entrance and exit facilitates entering and exiting the steel bar processing plant, and the crane beam 17 is an existing functional part, which can facilitate the assembly of the steel bar processing plant.
[0071] Among them, the inclined beam 21 is a herringbone inclined beam 21 of aluminum alloy, and several herringbone inclined beams 21 are combined to form two inclined planes. The top bracket 2 is also connected with a square tube 22 and a hanging tube 23. Each inclined beam 21 is also provided with several connectors at even intervals. The hanging tube 23 is transversely installed in the middle of the top bracket 2, i.e., the junction between the two inclined planes, through the connector in the middle of each inclined beam 21. There are several square tubes 22, and several square tubes 22 are transversely installed on the two inclined planes through several connectors of the inclined beam 21, respectively. The hanging tube 23 and the several square tubes 22 are both arranged vertically with the inclined beam 21. In the present invention, the connector is a standard part for fixing the hanging tube 23 and the square tube 22, which can be fixed by a hook, which is a prior art. The above arrangement can enhance the stability of the top bracket 2, and the arrangement of the two inclined planes can better drain rainwater, and cooperate with the two layers of tarpaulin to achieve a good waterproof effect.
[0072] The column 11 is an H-shaped steel column, the two layers of tarpaulin are both PVC tarpaulin, and the air layer between the two layers of tarpaulin is more than 20 cm. In the present invention, the H-shaped steel column is more convenient and practical, the PVC tarpaulin has good waterproof effect and corrosion resistance; the setting of the air layer of more than 20 cm can better facilitate air circulation.
[0073] In the present invention, each column 11 is provided with an assembly node, which may be a support plate, a bolt hole, a corbel or other structures, and components such as purlin brackets 13 and inter-column double angle steels 16 are fixed through the assembly node.
[0074] A method for constructing an assembled heat-insulating steel bar processing plant, the method comprising the following steps:
[0075] Step S1, excavation of foundation, pre-embedded anchor bolts and cast-in-place concrete foundation 12; specifically, pre-embedded M45 anchor bolts with a length of 60 cm and a center distance of 5 m, followed by cast-in-place C25 concrete, and after the concrete strength reaches the standard, ensure that the anchor bolts are exposed from the foundation surface by ≥15 cm;
[0076] Step S2, assemble the purlin support 13 onto the column 11, then fix the column 11 onto the anchor bolts of the concrete foundation 12, and level the elevation of the column 11 through the anchor bolts; specifically, level the elevation of the bottom plate of the H-shaped steel column 11 through the double nuts of the anchor bolts, with a height difference of ±5mm;
[0077] Step S3, fixing the double angle steel 16 between the columns to the column 11 by means of bolts; specifically, the double angle steel 16 between the columns can be fixed by standing on a scaffold;
[0078] Step S4, splicing the herringbone inclined beam 21 on the ground, lifting the herringbone inclined beam 21 to the top of the column 11, and fastening and fixing it by bolts;
[0079] Step S5, hang the hanging tube 23 and the square tube 22 on the prefabricated connecting piece of the inclined beam 21 through the support rod; specifically, the support rod is an existing tool, and the hanging tube 23 and the square tube 22 can be fixed by standing on the scaffolding. A steel cable 24 is also provided on the top bracket, which is cross-fixed on the inclined beam.
[0080] Step S6, after the two layers of tarpaulin are inserted into the assembly groove 214 of the inclined beam 21, the ends of the two layers of tarpaulin are pulled up with a drawstring, and then the upper tarpaulin 31 is fixed to the inclined beam 21 by the first adjustment component, and the lower tarpaulin 32 is fixed to the column 11 by the second adjustment component;
[0081] Step S7, placing the purlin 14 on the purlin support 13, and tightening and fixing it with bolts; specifically, the purlin 14 can be fixed by standing on a scaffold;
[0082] Step S8, lifting the crane beam 17 from the ground to the column 11, and fastening and fixing it with bolts; specifically, the crane beam 17 can be fixed to the bracket position of the H-shaped steel column 11 by standing on the scaffolding;
[0083] Step S9, installing the corrugated steel plate enclosure structure 15, and fixing the corrugated steel plate enclosure structure 15 on the purlin 14 by self-tapping screws.
[0084] In the present invention, before pre-embedded anchor bolts and cast-in-place concrete foundations, it is necessary to level the site, clean the ground debris and stagnant water, and do temporary drainage work; then the foundation is laid out, and the surveyor lays out the foundation position and elevation, and uses lime powder to sprinkle the foundation plane shape. The assembled heat-insulating steel bar processing plant is built through the above method steps, the concrete foundation is assembled with H-shaped steel columns, and the structural members such as beams and beams, beams and columns are all connected by bolting, hooking and other easy-to-disassemble connection methods. The top double-layer PVC enclosure and the inclined beam are inserted into the assembly groove through the matching sleeve of the card strip and the assembly groove, and then fixed by the adjustment mechanism. The surrounding corrugated steel plate enclosure structure is bolted to the columns. The overall disassembly and assembly loss of the factory is zero, no construction waste is generated, it is more green and environmentally friendly, and it cooperates with the frequent transfer of engineering construction projects, with obvious advantages.
[0085] The assembled heat-insulating steel bar processing plant implemented by the present invention has an aluminum structural membrane material (aluminum alloy inclined beams and two layers of PCV tarpaulin) roof system. The double-layer PVC enclosure can be disassembled and assembled only by loosening the adjustment mechanism at the end of the inclined beam. The disassembly and assembly of the two-layer tarpaulin of a unit can be completed by pulling along the assembly groove of the inclined beam. Compared with the bolt nailing form of the corrugated steel plate roof, the double-layer enclosure structure does not require personnel to operate and construct on the roof, which reduces the construction difficulty and risk factor and increases the construction safety and convenience; at the same time, the double-layer PVC tarpaulin has an air interlayer of more than 20 cm in the middle that communicates with the outdoors, effectively isolating the heat conduction between indoor and outdoor air, reducing the indoor temperature and increasing the building comfort; the double-layer PVC enclosure roof is a fully assembled roof, which saves time and effort compared to bolt connection, and the installation period is shortened accordingly, which greatly speeds up the production time of the steel bar processing plant.
[0086] The assembled heat-insulating steel bar processing plant implemented by the present invention adopts steel columns and aluminum beams according to the design concept of strong columns and weak beams. The columns are fixed by double angle steel cross supports between the columns, and the inclined beams are made of high-strength 6 series aluminum alloy, which has high strength, high quality, durability and high safety factor. The combination of anodized aluminum alloy + double-layer PVC tarpaulin roof has greatly increased corrosion resistance than steel structure roof and has better durability against rain erosion.
[0087] The beneficial effects of the present invention are as follows: compared with the prior art, in the present invention, a double-layer enclosure structure is laid on the upper surface of the top bracket, and an air layer is formed in the middle of the double-layer enclosure structure, which is connected to the outdoors, and can effectively isolate the heat conduction of the air indoors and outdoors, reduce the indoor temperature, and increase the comfort of the building; and compared with the prior art, it is more convenient to assemble and disassemble, and can be reused after being completed once, and has the characteristics of high efficiency, safety, comfort, easy operation, low cost, corrosion resistance, etc., and will not generate a large amount of construction waste and industrial waste, is green and environmentally friendly, and is suitable for the plant construction of various types of steel bar processing plants.
[0088] The above are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
Claims
1. An assembled heat-insulated steel bar processing plant, comprising a base and a top bracket, wherein the base is fixed to the ground to play a supporting role, and the top bracket is assembled on the base to form a roof frame of the steel bar processing plant, characterized in that A double-layer enclosure structure is installed on the top bracket, the double-layer enclosure structure is laid on the upper surface of the top bracket, and an air interlayer communicating with the outdoors is formed in the middle of the double-layer enclosure structure; The base includes a plurality of columns, the top support includes a plurality of inclined beams, the plurality of columns are supported on the ground, the columns and the inclined beams are connected by a connecting structure, and the two ends of each inclined beam are respectively connected to two columns by the connecting structure; The connection structure includes a column cap plate and a bow support plate, the two ends of the oblique beam are inclined, the top port of the column connected to the oblique beam is an oblique port, and its inclination angle is the same as the inclination angle of the oblique beam, the column cap plate is fixedly arranged at the port of the column, the bow support plate is adapted to the column cap plate, and one end of the bow support plate is detachably connected to the column cap plate, and the other end of the bow support plate is detachably connected to the bottom of the oblique beam; The bow support plate includes a first connection part, a second connection part and a third connection part, the first connection part, the second connection part and the third connection part are connected in a stepped manner in sequence, and the second connection part is higher than the first connection part and the third connection part, the first connection part and the third connection part have the same height, the first connection part, the second connection part and the third connection part are all provided with a plurality of bolt holes, the second connection part is connected to the bottom of the inclined beam, and the first connection part and the third connection part are both connected to the column head cover plate; A welding plate is provided in the inclined beam, a plurality of bolt heads are provided on the welding plate, and the ends of the bolt heads extend out from the bottom of the inclined beam, and the bolt heads are adapted to the bolt holes of the second connecting part; The column cap cover is provided with a plurality of connection holes corresponding to the bolt holes on the first connection part and the third connection part; The oblique beam is also provided with an oblique beam sleeve plug-in, and the oblique beam sleeve plug-in is provided at a position corresponding to the position of the bow support plate; The base also includes a number of concrete foundations corresponding to the number of columns, and the concrete foundations are evenly spaced to form a square and fixed on the ground. The lower ends of the columns are respectively fixedly connected to the concrete foundations, thereby evenly spaced to form a square and supported on the ground; the columns forming the square include two evenly spaced front and rear rows of columns and two left and right columns of columns, and in the front and rear rows of columns, every two front and rear opposite columns are fixedly connected to an inclined beam.
2. The assembled heat-insulated steel bar processing plant according to claim 1 is characterized in that A mounting structure for mounting a double-layer enclosure structure is provided on each inclined beam, and assembly grooves are provided on the upper and lower sides of the mounting structure. The double-layer enclosure structure includes a plurality of two-layer tarpaulins, and a mounting position for mounting the two-layer tarpaulins is formed between every two adjacent inclined beams, and an air layer is formed between the two layers of tarpaulins; clips matching the assembly grooves are provided at the left and right edges of the two layers of tarpaulins, and the tarpaulin on the upper layer is inserted into the assembly groove on the upper part of the mounting structure through the clips at its edges, and the tarpaulin on the lower layer is inserted into the assembly groove on the lower part of the mounting structure through the clips at its edges.
3. The assembled heat-insulated steel bar processing plant according to claim 2 is characterized in that Each two-layer tarpaulin is connected with an adjustment mechanism at the front and rear ends. After the two-layer tarpaulin is inserted into the assembly groove through the clamping strips on the left and right sides, the two-layer tarpaulin is adjusted and fixed by the adjustment mechanisms at the front and rear ends. The adjustment mechanism includes a first adjustment component and a second adjustment component, wherein the first adjustment component includes a first adjustment nut, a first adjustment screw, a first lifting rod and a first short rod, the front or rear end of the tarpaulin located on the upper layer of the two layers of tarpaulin is fixedly connected to the first lifting rod, the first lifting rod is fixedly connected to the lower part of the first adjustment screw through the first short rod, the first adjustment nut is fixedly connected to the front or rear end of the inclined beam, the first adjustment screw extends into the first adjustment nut and is threadedly connected to the first adjustment nut, and the first adjustment screw can drive the first lifting rod to move up and down through the first short rod by turning the knob, thereby driving the front or rear end of the tarpaulin on the upper layer to move up and down, thereby adjusting the tightness of the tarpaulin on the upper layer; The second adjustment component includes a second adjusting nut, a second adjusting screw, a second lifting rod and a second short rod. The front or rear end of the tarpaulin located on the lower layer of the two layers of tarpaulin is fixedly connected to the second lifting rod, and the second lifting rod is fixedly connected to the lower part of the second adjusting screw through the second short rod. The second adjusting nut is fixedly connected to the front or rear end of the column. The second adjusting screw extends into the second adjusting nut and is threadedly connected to the second adjusting nut. The second adjusting screw can drive the second lifting rod to move up and down through the second short rod through the knob, thereby driving the front or rear end of the tarpaulin of the lower layer to move up and down, thereby adjusting the tightness of the lower tarpaulin. Both layers of tarpaulin are PVC tarpaulin, and the air layer between the two layers of tarpaulin is more than 20 cm.
4. The assembled heat-insulated steel bar processing plant according to claim 1 is characterized in that The base also includes purlin supports and purlins. The purlin supports are fixed to the columns by bolts, and the purlins are fixed to the purlin supports by bolts. A corrugated steel plate enclosure structure is also installed on the periphery of the base, and the corrugated steel plate enclosure structure is fixed to the purlins by self-tapping screws. In the front and rear rows of columns, double angle steels are installed between some adjacent columns. The base is also provided with entrances and exits, and a crane beam is also provided on the upper part of the base, and the crane beam is arranged on the upper part of the front or rear row of columns.
5. The assembled heat-insulated steel bar processing plant according to claim 1 is characterized in that The inclined beam is an aluminum alloy herringbone inclined beam, and several herringbone inclined beams are combined to form two inclined planes. The top bracket is also connected with a square tube and a suspension tube. Each inclined beam is also provided with several evenly spaced connecting parts. The suspension tube is transversely installed in the middle of the top bracket through the connecting part in the middle of each inclined beam. There are several square tubes, and the several square tubes are transversely installed on the two inclined planes through several connecting parts of the inclined beam respectively. The suspension tube and the several square tubes are arranged perpendicular to the inclined beam; the column is an H-shaped steel column.
6. A method for constructing an assembled heat-insulated steel bar processing plant, characterized in that: An assembled heat-insulated steel bar processing plant constructed by the construction method comprises a base and a top bracket, wherein the base is fixed to the ground to play a supporting role, and the top bracket is assembled on the base to form a roof frame of the steel bar processing plant, and is characterized in that a double-layer enclosure structure is installed on the top bracket, the double-layer enclosure structure is laid on the upper surface of the top bracket, and an air interlayer communicating with the outdoors is formed in the middle of the double-layer enclosure structure; The base includes a plurality of columns, the top support includes a plurality of inclined beams, the plurality of columns are supported on the ground, the columns and the inclined beams are connected by a connecting structure, and the two ends of each inclined beam are respectively connected to two columns by the connecting structure; The connection structure includes a column cap plate and a bow support plate, the two ends of the oblique beam are inclined, the top port of the column connected to the oblique beam is an oblique port, and its inclination angle is the same as the inclination angle of the oblique beam, the column cap plate is fixedly arranged at the port of the column, the bow support plate is adapted to the column cap plate, and one end of the bow support plate is detachably connected to the column cap plate, and the other end of the bow support plate is detachably connected to the bottom of the oblique beam; The bow support plate includes a first connection part, a second connection part and a third connection part, the first connection part, the second connection part and the third connection part are connected in a stepped manner in sequence, and the second connection part is higher than the first connection part and the third connection part, the first connection part and the third connection part have the same height, the first connection part, the second connection part and the third connection part are all provided with a plurality of bolt holes, the second connection part is connected to the bottom of the inclined beam, and the first connection part and the third connection part are both connected to the column head cover plate; A welding plate is provided in the inclined beam, a plurality of bolt heads are provided on the welding plate, and the ends of the bolt heads extend out from the bottom of the inclined beam, and the bolt heads are adapted to the bolt holes of the second connecting part; The column cap cover is provided with a plurality of connection holes corresponding to the bolt holes on the first connection part and the third connection part; The oblique beam is also provided with an oblique beam sleeve plug-in, and the oblique beam sleeve plug-in is provided at a position corresponding to the position of the bow support plate; The base also includes a number of concrete foundations corresponding to the number of columns, the number of concrete foundations are evenly spaced to form a square and fixed on the ground, the lower ends of the number of columns are respectively fixedly connected to the number of concrete foundations, so as to form a square and support the ground evenly spaced; the number of columns forming the square include two evenly spaced front and rear rows of columns and two left and right columns of columns, and in the two rows of columns, every two front and rear opposite columns are fixedly connected to an inclined beam; Each inclined beam is provided with a mounting structure for mounting a double-layer enclosure structure, and the upper and lower sides of the mounting structure are provided with assembly grooves. The double-layer enclosure structure includes a plurality of two-layer tarpaulins, and a mounting position for mounting the two-layer tarpaulins is formed between every two adjacent inclined beams, and an air sandwich is formed between the two layers of tarpaulins; the left and right edges of the two layers of tarpaulins are provided with clips adapted to the assembly grooves, and the tarpaulin located on the upper layer is inserted into the assembly groove of the upper part of the mounting structure through the clips at its edge, and the tarpaulin located on the lower layer is inserted into the assembly groove of the lower part of the mounting structure through the clips at its edge; Each two-layer tarpaulin is connected with an adjustment mechanism at the front and rear ends. After the two-layer tarpaulin is inserted into the assembly groove through the clamping strips on the left and right sides, the two-layer tarpaulin is adjusted and fixed by the adjustment mechanisms at the front and rear ends. The adjustment mechanism includes a first adjustment component and a second adjustment component, wherein the first adjustment component includes a first adjustment nut, a first adjustment screw, a first lifting rod and a first short rod, the front or rear end of the tarpaulin located on the upper layer of the two layers of tarpaulin is fixedly connected to the first lifting rod, the first lifting rod is fixedly connected to the lower part of the first adjustment screw through the first short rod, the first adjustment nut is fixedly connected to the front or rear end of the inclined beam, the first adjustment screw extends into the first adjustment nut and is threadedly connected to the first adjustment nut, and the first adjustment screw can drive the first lifting rod to move up and down through the first short rod by turning the knob, thereby driving the front or rear end of the tarpaulin on the upper layer to move up and down, thereby adjusting the tightness of the tarpaulin on the upper layer; The second adjustment assembly includes a second adjustment nut, a second adjustment screw, a second lifting rod and a second short rod. The front or rear end of the tarpaulin located at the lower layer of the two layers of tarpaulin is fixedly connected to the second lifting rod. The second lifting rod is fixedly connected to the lower part of the second adjustment screw through the second short rod. The second adjustment nut is fixedly connected to the front or rear end of the column. The second adjustment screw extends into the second adjustment nut and is threadedly connected to the second adjustment nut. The second adjustment screw can drive the second lifting rod to move up and down through the second short rod through the knob, thereby driving the front or rear end of the tarpaulin of the lower layer to move up and down, so as to adjust the tightness of the tarpaulin of the lower layer. Both layers of tarpaulin are PVC tarpaulin, and the air layer between the two layers of tarpaulin is more than 20 cm. The base also includes purlin supports and purlins, the purlin supports are fixed to the columns by bolts, and the purlins are fixed to the purlin supports by bolts; a corrugated steel plate enclosure structure is also installed on the periphery of the base, and the corrugated steel plate enclosure structure is fixed to the purlins by self-tapping screws; among the columns in the front and rear rows, double angle steels between columns are installed between some adjacent columns; an entrance and exit are also provided on the base, and a crane beam is also provided on the upper part of the base, and the crane beam is provided on the upper part of the columns in the front or rear row; The inclined beam is an aluminum alloy herringbone inclined beam, and a plurality of herringbone inclined beams are combined to form two inclined surfaces. The top bracket is also connected with a square tube and a suspension tube. Each inclined beam is also provided with a plurality of connectors at even intervals. The suspension tube is transversely installed in the middle of the top bracket through the connector in the middle of each inclined beam. There are a plurality of square tubes, and the plurality of square tubes are transversely installed on the two inclined surfaces through a plurality of connectors of the inclined beam. The suspension tube and the plurality of square tubes are both arranged vertically with the inclined beam. The column is an H-shaped steel column. The construction method comprises the following steps: Step S1, foundation excavation, pre-embedded anchor bolts and cast-in-place concrete foundation; Step S2, assembling the purlin brackets onto the columns, and then fixing the columns onto anchor bolts of the concrete foundation, and adjusting the column elevations by means of the anchor bolts; Step S3, fixing the double angle steel between the columns to the columns by bolts; Step S4, splicing the herringbone inclined beam on the ground, lifting the herringbone inclined beam to the top of the column, and tightening and fixing it by bolts; Step S5, suspending the hanging tube and the square tube on the prefabricated connecting piece of the inclined beam through the support rod; Step S6, after the two layers of tarpaulin are inserted into the assembly groove of the inclined beam, the ends of the two layers of tarpaulin are pulled up with a drawstring, and then the upper tarpaulin is fixed to the inclined beam by a first adjustment component, and the lower tarpaulin is fixed to the column by a second adjustment component; Step S7, placing the purlin on the purlin support and tightening it with bolts; Step S8, lifting the crane beam from the ground to the column and tightening and fixing it with bolts; Step S9, installing the corrugated steel plate enclosure structure, and fixing the corrugated steel plate enclosure structure on the purlins by self-tapping screws.
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