Tennis Warehouse

Tennis Warehouse

Size: Customizable
Price: USD 29.9-59.9 per square meter/negotiable
Minimum order quantity: 500 square meters
Delivery time: 30 days
Payment method: T/T, L/C
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Description

Description

 

An indoor tennis court building supplied as a clear-span steel enclosure for multi-court play. The package covers the portal frame, roof and wall cladding, natural-light skylights, acoustic lining, ventilation openings and spectator-area structure, designed to the court layout and local climate of the buyer's facility.

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Product Parameters

 

Features

Clear height 6–9 m for overhead tennis clearance; multi-court layout without interior columns; skylight strips for natural daylight; acoustic ceiling to control echo; ventilation for player comfort; integrated spectator gallery

Application

Indoor tennis clubs, school and community tennis centres, municipal sports halls, private court academies

Type

Clear-span portal frame steel structure, single large hall

Raw Steel Material

Q355B (S355JR / A572 Gr.50 equivalent); secondary members Q235B

Surface Treatment

Painted per ISO 12944; purlins hot-dip galvanized

Service Life

50 years design service life

Wall And Roof

Rock-wool sandwich panel with acoustic ceiling liner; FRP / polycarbonate skylight strips

Design Standard

GB 50017 / AISC 360 / EN 1993 (per project)

Span

30–45 m single clear span (2–4 courts across)

Eave Height

6–9 m clear height

 

Project Description

 

The indoor tennis hall uses welded Q355B H-beam portal frames spanning 30–45 m without interior columns, so two to four tennis courts can be laid out side by side with their required run-off margins. Eave height is set to 6–9 m to clear high ball tosses and the overhead service motion, and a low roof pitch keeps the enclosed volume and heating demand in check. Roof and walls are rock-wool sandwich panels with a perforated acoustic ceiling liner to control the echo and slap that affect judgement of spin and bounce, while continuous FRP or polycarbonate skylight strips bring in diffuse daylight and reduce artificial lighting demand. Ridge vents and wall louvers provide natural ventilation sized for player comfort during play, and a raised spectator gallery at one end is integrated into the frame. Design follows GB 50017 with AISC 360 / EN 1993 calculations on request, sized to the site wind speed, snow load and seismic zone. Structural steel consumption is typically about 25–40 kg/m² for this tall, wide clear-span hall.

To receive free drawings & a quotation: please provide number of courts and their orientation, building length × width × clear height plus local wind speed (m/s), snow load (kN/m²) and seismic zone; spectator gallery, changing rooms and equipment room layout, and acoustic / lighting targets. Our engineers will design the building to the wind / snow / seismic loads of your local code and return a detailed quotation within 48 hours.

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Product Advantage

 

1. Column-free clear span of 30–45 m lays out multiple courts with run-off without posts in play

2. Clear height of 6–9 m sized for tennis overhead clearance rather than a generic warehouse eave

3. Skylight strips deliver diffuse natural light for realistic ball visibility and lower lighting energy

4. Acoustic ceiling liner controls reverberation so players can judge spin and bounce accurately

5. Ventilation and insulation sized for player comfort during play in the local climate

6. Frame integrated with the spectator gallery, changing rooms and equipment storage under one supplier

 

Main Components

 

Item

Specification

Foundation / Anchor Bolts

M24–M30 Q355B anchor bolts, positions per layout

Main Steel Frame

welded H-beam portal frame Q355B, moment-resisting

Purlin / Girt

C/Z cold-formed galvanized sections, spacing 1.0–1.5 m

Bracing

galvanized angle / round bar cross bracing

Bolts

high-strength bolts grade 10.9, M16–M24

Wall & Roof System

rock-wool sandwich panel 75–100 mm with acoustic liner

Skylight

continuous FRP / polycarbonate strips

Surface Treatment

painted per ISO 12944; purlins galvanized

 

Accessories

 

• Rain gutter: 0.5 mm colored steel or 1.5 mm galvanized

• Downpipe: Φ110 PVC

• Ridge ventilator: natural roof ventilation

• Spectator gallery: steel stepped seating structure

• Acoustic wall panels: per acoustic design

 

Main Parts & Technical Parameters

 

Main Steel Frame System

Column section

welded H-beam, e.g. H400–700×200–300×8×12 per tall clear span

Rafter section

welded H-beam, e.g. H350–600×200–300×8×10

Steel grade

Q355B (S355JR / A572 Gr.50 equivalent)

Connection

end-plate bolted, grade 10.9 high-strength bolts

Clear height

6–9 m for tennis clearance

Design standard

GB 50017 / AISC 360 / EN 1993

Bracing System

Column brace

angle steel cross bracing, Q235B, galvanized

Roof brace

round bar or angle bracing in roof plane

Tie rod

Φ12–16 round bar

Material

Q235B, hot-dip galvanized

Wall & Roof System

Roof panel

rock-wool sandwich panel 75–100 mm

Wall panel

rock-wool sandwich panel

Skylight

continuous FRP / polycarbonate daylight strips

Acoustic liner

perforated acoustic ceiling below roof panel

Insulation

rock wool for acoustic and thermal performance

Roof Drainage System

Gutter

0.5 mm colored steel or 1.5 mm galvanized

Downpipe

Φ110 PVC

Roof slope

5–10% per design

Gutter spacing

per roof area and local rainfall intensity

Lighting Acoustic

Lighting

high-bay LED layout per court, daylight-controlled

Acoustic

perforated ceiling liner; absorption per acoustic design

Ventilation

ridge vents + wall louvers, natural / hybrid

Spectator gallery

integrated steel stepped seating at end court

 

Factory Capability

 

The hall is fabricated in our own workshop with an H-beam welding line, box-column line and C/Z purlin roll-forming line, plasma cutting, and shop welding and inspection per EN 1090 and AWS D1.1 procedures. Every batch carries material certificates and inspection records under our ISO 9001 quality system.

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Installation

 

Each order ships with erection drawings, bolt lists and part marks; we provide factory or online training for the erection crew and remote video guidance from our engineers. An on-site installation supervisor can be arranged when required, and anchor bolts are sent ahead so the foundation and first frames go up without delay.

 

Packing & Loading

 

Steel members are bundled in erection sequence, marked by part number, and packed to standard export seaworthy standards, then loaded into 40'HQ containers with loading photos taken before shipment. A packing list and shipping marks accompany every delivery.

 

Payment & Shipping Terms

 

Minimum Order Quantity

1 set (one complete indoor tennis building)

Price

Negotiable - quoted by design drawings & specification (USD/m² ex-factory)

Packaging Details

Standard export packing: steel members bundled, labeled and bolted; suitable for 40'HQ container sea freight

Delivery Time

35–50 days after drawing approval and deposit (typical, depends on project size)

Payment Terms

30% TT deposit, 70% balance before shipment; L/C at sight acceptable

Supply Ability

Arranged by production plan per order; confirm current lead time with our sales team

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