CAD package drawing for graduation design of boiler house in Dalate Banner

[Bachelor] Structural calculation sheet of a multi-storey comprehensive building. The building is a multi-storey comprehensive office building. The first floor is a shopping mall, a bar, and the second to seventh floors are rental offices. The layout of the building is flexible and has large space, so frame structure can be considered. The floor is 7 floors, and the main body is 23.60 meters high. The project adopts full cast-in-place structural system. The contents include: design data, structural layout, preliminary evaluation of members, structural calculation diagram and calculation of beam column stiffness, calculation of gravity load standard value and horizontal seismic action, internal force analysis of frame under vertical load, section design and reinforcement design, and foundation design.

Data content: 1. Overall plan 2. Pavement structure design drawing 3. Route profile drawing 4. Cross section pile by pile coordinates table Subgrade design table 5. Culvert layout 6. Slope protection engineering design drawing (excavation) 7. Slope protection engineering design drawing (filling)

[Bachelor] The design drawings of a floor course include: slab reinforcement drawing, secondary beam reinforcement drawing, floor layout plan, and main beam reinforcement drawing, totaling 4 drawings.

Design description: none, drawing depth: construction drawing, Number of sheets: 3 sheets, design content: others

This document is a drawing of a boiler room, including plan, system diagram and section diagram.  

This document is the design drawing of the vacuum boiler room in a residential area, including the layout plan and pipeline system diagram.

Design stage: construction drawing design, design content: boiler room, CAD version: CAD2000

Content introduction Heating calculation heat load: 51.5Kw. The heating medium is 70KPa (gauge pressure) steam from the boiler room in the plant area. All heating radiators are made of gray cast iron four column 760 type. Water gas pipes are used for heating system pipes. The drawings include heating plan, system diagram, equipment detail drawing, etc.

Design scope: lighting distribution system, lightning protection grounding system.

Process and water heating design drawings of boiler room, including: equipment layout plan, A-A profile, B-B C-C profile, heating, water supply and drainage system diagram, water tank detail, process piping system diagram, piping layout plan, heating, water supply and drainage layout plan and system diagram, a total of 7 drawings.

This drawing is the thermal design drawing of the boiler room in a community. Including: design and construction description, boiler room thermal plan, boiler room thermal system diagram, main material and equipment list, and system profile.

This document is the design drawing of outdoor pipe network and boiler room of a project. The laying method of pipes in this heating network is direct burial. The treatment of trench foundation of directly buried pipes shall be carried out according to this design to avoid damage to pipes and accessories caused by soil subsidence In this design, corrugated pipe compensator is used for thermal compensation of pipeline, PIR hard polyurethane foam is used as the thermal insulation material of directly buried pipeline, and the thickness is δ=40mm. When the pipe diameter is less than 70,=35mm. The protective layer is glass fiber reinforced plastic, and the method is three cloth and five oil This boiler is designed to use one DZL/2.8-7.0/95/70A horizontal threaded tube hot water boiler and one vertical gas water dual purpose boiler produced by Zhangjiakou Boiler Factory in Hebei Province, with evaporation capacity of 0.4t/h.23

[Bachelor] Structural design of an 8 degree multi-storey office building. The content includes: opening report, architectural design, structural design, construction organization design.

[Bachelor] The floor design drawings of an industrial factory building in Hohhot City include: structural plan, reinforcement drawing of main beam, reinforcement drawing of secondary beam and reinforcement drawing of slab. 　　

The building is Changsha Grand Theater in Hunan Province. It is a large space building with complex architectural composition and different uses. The building has six floors in total: the underground overhead floor is equipped with ticket office, recreation and sports room, overhead rest space, office, warehouse, rehearsal hall and machine room; The first floor above the ground is the stage, the audience hall, the prop room, the clothing room, the makeup room, the waiting room, the VIP room, the lounge on the first floor, the duty room, the canteen, and the audience lounge; The second floor has an auditorium, a small dressing room, a medium dressing room, a large dressing room, a slap room, a dimmer cabinet room, a lounge on the second floor, a projection room, a tea room, a sound control room, and a light control room; The third floor has a recreation and sports room, a landscape corridor on the third floor, a production room, a coffee shop, and a ventilation room; 4、 There are recreational and sports rooms on the fifth floor. The floor height is 3.6m for the overhead floor, 4.8m for the first floor, and 3.3m for the second to fifth floors. The total building area is 4975.86m3.

[Bachelor] Calculation sheet of a single storey steel structure workshop A workshop of a processing factory in Nanchang City. The workshop is a single storey building with a single span and double slope portal frame. The frame span is 18m and the column height is 6m; There are 12 rigid frames with 6m column spacing and 1:10 roof slope; The seismic fortification degree is 6 degrees, the design seismic group is the first group, and the design basic seismic acceleration value is 0.05g. The contents include: 1. Design data 2. Load calculation 3. Internal force analysis 4. Internal force combination 5. Rigid frame design 6. Design of other components 7. Foundation design 37 pages in total.

[Bachelor] The design book of a common steel roof truss is a metalworking workshop of a factory in Guangzhou. The span is 27m, the length is 240m, and the column spacing is 6m. The 1.5 × 6m prestressed reinforced concrete large roof panel and coiled material roof are used. The roof slope is 1/10. The roof truss is supported on reinforced concrete columns. The upper column section is 400 × 400mm, and the concrete grade is C20. The contents include: calculation sheet: 1. design data; 2. selection of steel and welding rod; 3. roof truss form, size and support arrangement; 4. calculation of load and internal force; 5. selection drawing of member section, including: 1 steel structure construction drawing in total. 　　

There are 8 drawings in total, including foundation layout plan, foundation detail, frame reinforcement drawing, beam column section detail, structural layout plan of standard floor, floor panel reinforcement detail, roof panel reinforcement detail and stair reinforcement detail. 　　

Crossing a water conveyance channel at stake No. 1+000, the bridge is temporarily named No. 3 Bridge. According to the principle of simplicity, economy and generosity, the bridge type of 30m simply supported beam plus arch abutment on both sides is selected. 1、 Design basis and specifications 1. Code for Design of Urban Bridges (CJJ11-93) 2. Standard for Design Load of Urban Bridges (CJJ77-98) 3. General Code for Design of Highway Bridges and Culverts (JTG D60-2004) 4. Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts (JTG D62-2004) 5 Code for Design of Subgrade and Foundation of Highway Bridges and Culverts (JTJ024-85) 6. Technical Standard for Highway Engineering (JTG B01-2003) 7. Technical Code for Construction of Highway Bridges and Culverts (JTJ041-2000) II. Technical Standard 1. Bridge design load standard: urban level B, population 4.0KPa. 2. Channel conditions: the planned channel width is 40 meters, the river bottom elevation is -1.250 meters, the normal water level is 1.350 meters, and the flood level once in a century is 4.020 meters; It is controlled according to the navigation standard of Class 7 channel, and the normal navigation water level is 2.350m. 3、 Bridge crossing pipeline 1, power, communication and other pipelines with smaller diameters pass under the sidewalk slab. The water pipe and low-pressure gas pipe pass through the reserved pipe position. 4、 Bridge design 1. The planned width of the river channel where the bridge site is located is 40m, the bridge is 90 ° orthogonal to the river channel, the central stake number is 1+000, and the cross section form is: 3.5m (sidewalk)+3.5m (non motorized lane)+5m (green belt)+8m (motorway)+8m (motorway)+5m (green belt)+3.5m (non motorized lane) +3.5 m (sidewalk)=40 m 2. The cross slope of motorway and non motorway is 1.5% outward, and the sidewalk is 1.5% inward. 3. The upper part of the bridge is a simply supported beam with a span of 30 meters, and arched abutments are arranged on both sides. The 30m hollow slab beam is 110cm high, the arch ring is 30cm thick, the arch axis is R275 arc, and the side wall is 50cm thick. The abutment arch is filled with 5% cement stabilized macadam. Arch ring, side wall, abutment, abutment cap and cushion cap shall be cast-in-situ. Support beam and cushion cap shall be cast at the same time. C-40 expansion joints are set on both sides of the abutment. The lower part of the bridge adopts bored pile foundation, and the pile diameter is 100cm. 5、 Construction methods and precautions 1. Concrete construction requirements (1). The color of concrete should be consistent throughout the bridge. The exposed parts should use the same type of cement from the same manufacturer and the same release agent. (2) The mix proportion of concrete shall be determined by test to ensure the strength of concrete. (3) Strictly control the geometric dimensions of each part, and control the construction error within the allowable deviation range of the construction specification. 2. Precautions for upper and lower construction (1). Construction procedures: excavation, hollow slab prefabrication - abutment - embedding and adjusting bearings - beam erection - backfill - bridge deck system - handrail. (2) During the prefabrication of the hollow slab of the superstructure, attention should be paid to embedding various embedded components, mainly including the railing embedded reinforcement. (3) Before erecting the beam, ensure that the contact surface of the support is horizontal. (4) After the bridge deck is erected, the overlapping reinforcement shall be welded firmly. Before the hinge joint concrete is poured, the floating skin on the joint surface must be removed, and the concrete and cement mortar in the hinge joint can only be poured after being washed with water. The hinge joint concrete and mortar must be vibrated and compacted. The beam bottom shall be hooked with flat joint. (5) In order to closely combine the bridge deck pavement with the precast hollow slab as a whole, the top surface of the precast hollow slab roof must be roughened and washed with water before pouring the bridge deck concrete. (6) The construction of bored piles shall be carried out in strict accordance with relevant construction procedures. Drilling, hole cleaning, reinforcement cage lowering and underwater concrete pouring shall be strictly organized during construction. (7) Requirements for filling behind abutment: graded gravel shall be used for filling in layers, each layer shall be 30cm thick, and the compactness shall be greater than 95%. Backfill behind abutment shall be filled to half the height of abutment before girder erection, and other filling shall be completed after girder erection. 　　

This design is a bachelor's thesis of Shenyang Institute of Architecture and Engineering, This design is a reinforced concrete frame structure. Drawings include: structural design description, foundation plan, slab reinforcement drawing, KJ-2, foundation plan, foundation details, etc, There are 8 drawings in total.

Designer: Xiao Xialin This project is an air conditioning design for a comprehensive building in Fuzhou, and the structural form is reinforced concrete frame structure. The tower of this project has 23 floors in total, 4 floors in the group building and 2 floors underground. The second floor underground is a parking lot, and there are shopping malls and restaurants from the first floor underground to the fourth floor above the ground. Above five floors are residential buildings. The total building area is about 42900 ㎡, the total building height is 86m, the tower height is 66m, and the cluster building is 20m. The floor area is about 3500 ㎡, the building area is about 42900 ㎡, and the air conditioning area is about 3600 ㎡. The design cooling load in summer is 3234KW, and the design heating load in winter is 1992KW, which is a project with large energy consumption.

[Bachelor] The design of pile foundation of a single-layer factory building structure includes: course design (thesis) assignment, design data, determination of bearing platform section size and burial depth, calculation of bearing platform structure, pile body structure design, calculation of final settlement of pile foundation, and pile foundation construction drawing. 　　

The elderly apartment is a six storey reinforced concrete frame structure system. The building plan is V-shaped. The building covers an area of 70m in length and 35m in width. The building area is about 7200m2, including: project overview, frame structure layout and calculation sketch, and load calculation.