A project-configured 10 meter steel lighting pole for urban arterials, industrial roads, residential streets and highway approaches. The shaft, single outreach arm, luminaire interface, base plate, anchor system and corrosion protection are coordinated from the actual road layout, wind basis and installation conditions.
A 10m single arm street light pole is normally placed on a verge, shoulder, sidewalk or one edge of a divided road to carry one roadway luminaire over the traffic area. This galvanized single arm pole arrangement is visually simple, but it still combines structural, optical, electrical and civil interfaces. Pole height influences coverage, arm outreach positions the luminaire over the road, shaft stiffness controls movement, and the base connection transfers wind actions into the foundation.
Jieyao configures each pole from project inputs instead of treating “10m” as a complete specification. A useful inquiry identifies the road cross-section, pole offset, fixture weight and projected area, mounting tenon, desired outreach, design wind condition, steel grade or governing standard, finish, transport limits and anchor arrangement. These details allow the proposed geometry to be reviewed before production and reduce field modifications.
This 10 meter street light pole page serves buyers who need a purpose-built roadside solution rather than a median-mounted double-arm assembly. If the project must illuminate both sides from one central support, compare the 10m galvanized double-arm pole. For lower mounting positions, the 8m galvanized pole may be a more suitable starting point.
A verge-mounted roadway lighting pole can place the luminaire over the nearest traffic lanes while keeping the support outside the carriageway. Outreach and tilt are matched to the photometric layout, not selected only from appearance.
Truck routes, loading approaches and perimeter roads need robust steelwork, accessible service doors and organized cable entry. Hot-dip galvanizing supports outdoor durability where maintenance windows are limited.
A slender tapered pole with one restrained arm can suit landscaped streets and community entrances. Optional color coating can coordinate with the streetscape when the complete coating system is specified.
Ramps, toll approaches and connecting roads may use 10m poles where a conventional roadway arrangement is preferred to high-mast lighting. Open exposure makes reliable wind inputs especially important.
Large transport sites often require clear luminaire positioning, corrosion-aware finishing and export-ready replaceable components. Project documents should identify coastal exposure or special coating expectations.
A replacement municipal road light pole may need to match an existing anchor cage, luminaire spigot or conduit location. Verified site measurements are needed before the new base plate and arm orientation are released.
| Item | Available Project Direction | Information to Confirm |
|---|---|---|
| Nominal height | 10m or project-defined mounting arrangement | State whether the figure means shaft length, mounting height or total height. |
| Steel grade | Q235B, Q355 or an agreed equivalent | Material system and mechanical requirements must match the approved specification. |
| Shaft geometry | Tapered octagonal or another approved polygonal form | Top size, bottom size, taper and wall schedule follow structural design. |
| Section construction | One piece or segmented with a designed slip joint | Transport envelope, galvanizing capacity and erection method affect the choice. |
| Arm arrangement | One straight, swept or gently curved outreach arm | Confirm outreach, rise, tilt, tenon diameter and fixture insertion length. |
| Surface protection | Hot-dip galvanized; optional compatible powder coating | Specify environment, referenced standard, color and acceptance requirements. |
| Base connection | Flanged plate, stiffeners and project-matched anchor bolts | Foundation reactions, bolt circle, conduit entry and installation tolerance matter. |
| Service opening | Lockable door with internal mounting and earthing provisions | Size, orientation and electrical equipment depend on the project. |
| Luminaire interface | Custom tenon and cable route | Provide fixture weight, EPA, mounting method and cable information. |
| Wind basis | Designed from the stated project criteria | Provide code, speed definition, terrain, topography and importance category. |
| Documentation | General arrangement, details, packing list and agreed inspection records | Define calculation, submittal and witness requirements in the order. |
These are configurable choices rather than guaranteed values for every pole. Production follows the approved drawing and purchase specification.
A single-arm pole normally serves one direction or one principal lighting zone. It can be positioned along both verges, along one side in a staggered layout, or on a narrow median when the lighting designer intends the luminaire to face one carriageway. A double-arm pole serves two sides from one shaft and can reduce the number of median foundations, but it adds a second fixture, additional projected area and a more demanding top assembly.
The correct option comes from the road geometry and photometric model. A single arm is not automatically cheaper after foundations, spacing and installation are considered, and a double arm is not automatically more efficient. Buyers should compare the complete system: number of poles, cable route, road closures, maintenance access, fixture quantity, foundation work and structural reactions. Jieyao can coordinate pole drawings after the lighting arrangement is defined.
| Decision input | Single-arm option | Double-arm option |
|---|---|---|
| Lighting coverage | One assigned carriageway or lighting zone per pole | Two assigned zones from one shaft when optics allow |
| Structural schedule | One arm and fixture mass, EPA, outreach and orientation | Both arms/fixtures, combined wind area and possible torsion |
| Civil and cable scope | Check all roadside foundations, setbacks and circuits | Check median access, shared foundation reactions and circuits |
| Release test | Approve photometric layout and full pole-mark schedule | Approve photometric layout and both top connections |
Two 10m poles may look similar but require different shafts. One might carry a compact luminaire on a short arm in a sheltered city street. Another might stand on an exposed embankment with a long outreach, heavier luminaire and large service opening. Wind pressure, fixture projected area, arm lever length, shaft taper, steel grade and base stiffness all influence the load path.
Specifying only height and wall thickness therefore leaves important questions unanswered. The same nominal thickness can perform differently when the shaft diameter, geometry, opening detail and steel strength change. Responsible selection begins with loads and interfaces, then develops dimensions that are suitable for the project. This helps avoid both an under-designed pole and unnecessary material that complicates handling without improving the intended performance.
The lighting design determines where the luminaire must sit relative to the lanes. The pole supplier should receive a cross-section showing carriageway width, lane count, median or verge dimensions, setback, curb position and mounting point. The photometric proposal should also define pole spacing, arrangement, luminaire tilt and the required lighting criteria. These values cannot be replaced by a generic spacing chart because fixture optics and road surfaces vary.
For roadside single-arm poles, outreach is often used to bring the luminaire closer to the target area without moving the foundation toward traffic. Excessive outreach, however, increases the bending moment at the arm connection and shaft. The optical designer and structural supplier should coordinate early so the desired light distribution does not create an avoidable structural or installation problem.
The arm establishes the horizontal reach, rise and fixture orientation. Straight arms provide a direct structural path and restrained appearance, while swept or gently curved arms can meet an architectural preference. In every case, the tube diameter, thickness, connection method, weld detail and attachment length must transfer the fixture loads into the pole top.
Arm drawings should show the luminaire tenon diameter, insertion length, locking-bolt positions and angle. Cable routing must remain smooth and protected through the connection. If the luminaire supplier changes after the pole drawing is approved, the new fixture interface should be checked before production. Field drilling, uncontrolled welding or improvised adaptors can damage the galvanized coating and alter the designed connection.
Fixture wattage is an electrical rating and does not describe the structural load. Pole design needs the luminaire mass, exposed dimensions, effective projected area and mounting position. A large aerodynamic housing may create more wind force than a smaller unit of similar weight. The distance from the pole centerline to the fixture center of gravity also affects arm bending and connection demand.
Accessories such as cameras, banners, signs, wireless equipment or decorative elements must be declared. They should not be added after installation without a structural review because even a small attachment can create meaningful wind area or torsion. When future equipment is anticipated, the design basis can include it from the start and reserve suitable attachment details rather than relying on uncontrolled site modifications.
A useful wind input includes the governing standard, basic wind speed, speed definition, terrain or exposure category, topographic effects and any importance or recurrence requirement. A bare marketing statement such as “resists 160 km/h” is ambiguous because codes use different averaging periods, safety formats and load combinations. The numerical speed must be connected to the project method.
The pole, arm, luminaire and accessories are considered together. Open terrain, coastal routes, bridges and elevated sites may be more demanding than an urban corridor surrounded by buildings. Dynamic behavior and serviceability may also matter for slender structures. Jieyao uses the confirmed basis to develop the proposed shaft and connection details; local engineering review can then address jurisdiction-specific requirements.
A Q235B light pole is commonly considered for conventional roadway applications because the material offers familiar forming and welding behavior. A Q355 lighting pole option has a higher nominal yield strength and may be selected where the structural model, wall schedule or tender specification supports it. Higher strength does not remove the need to check local buckling, welds, access openings, fatigue-sensitive details, base plates and anchor bolts.
If an EN, ASTM or other material system is specified, the grade should be reviewed through documented properties rather than assumed to be identical from a short commercial name. Material certificates for the purchased heat can be included when required by the order. Any proposed substitution should be agreed before cutting because chemistry, thickness range, forming and welding requirements may differ.
A tapered steel pole places more section capacity near the base, where bending demand is usually greater, and reduces steel and wind area toward the top. An octagonal steel light pole is widely used because its shaft can be produced with controlled press-brake operations and provides repeatable faces for assembly and orientation. Other polygonal configurations may be possible when the project or manufacturing plan calls for them.
The shop drawing should identify length, top and bottom dimensions across flats, taper, plate thickness, seam position and any change in wall schedule. These values work as a system. Copying a bottom diameter from one project while changing the arm or wind basis can lead to an unsuitable configuration. Dimensional tolerances and straightness requirements should also be agreed so luminaires align consistently along the road.
A one-piece shaft minimizes site assembly and removes a shaft slip joint, but its overall length can affect container loading, inland transport, galvanizing handling and crane access. A segmented pole divides the shaft into compatible tapered sections that are assembled by a designed overlap. The most economical choice depends on the delivery route and the installation method, not only on factory fabrication.
When segmentation is required, the joint location, mating geometry, overlap and orientation must be designed before forming. Trial fitting can confirm compatibility. Sections should be match-marked and protected during packing so site crews can identify the correct pairs. The field assembly procedure must avoid uncontrolled impact that could damage the zinc layer or distort the polygonal profile.
The flanged base includes the plate outline, central cable opening, bolt holes, shaft-to-plate weld and any required stiffeners. Its dimensions come from the calculated actions and the anchor arrangement. A single-arm pole may create directional bending and torsion, so arm orientation relative to the bolt pattern and service door should be shown clearly.
Anchor bolts require defined diameter, grade, thread length, projection, embedment, washers, nuts and template. Oversized holes may help accommodate installation tolerance, but they must remain compatible with washers and load transfer. The pole drawing can provide base reactions and an anchor-cage arrangement; the final concrete foundation still depends on soil, groundwater, frost, drainage, concrete design and local construction rules.
The preferred sequence is to approve the pole base and anchor cage before foundation construction. The civil team can then coordinate reinforcement, conduit entry, template support and finished elevation. A rigid template helps maintain bolt spacing while concrete is placed. After curing, the contractor should check the bolt circle, projection, plumbness and bearing surface before the delivery or crane is scheduled.
For replacement work, site measurements must confirm the existing pattern. Old drawings may not reflect the as-built foundation, corrosion or previous repairs. A survey should record center-to-center dimensions, bolt diameter, usable thread, conduit position and orientation to the road. Clear scaled photographs reduce interpretation errors. If the existing cage cannot be verified, a new foundation or engineered adaptor solution may be safer than forcing a mismatched plate.
The access opening allows technicians to reach terminals, protective devices or cable joints. Its dimensions must support the planned equipment while remaining practical to reinforce. Rounded corners, a fitted frame or internal reinforcement can reduce stress concentration, but the exact detail belongs in the structural drawing. The opening should be placed where maintenance personnel can work away from traffic whenever site geometry allows.
A typical arrangement may include a lockable cover, retained fastener, internal mounting rail, earthing point and protected cable path. Scope varies by order: the pole may be supplied as steelwork only or with selected internal accessories. The purchaser should define terminal equipment, earthing arrangement, cable size, door orientation and protection expectations before drawings are approved.
Hot-dip galvanizing forms a bonded zinc coating that protects exposed steel and also provides sacrificial action at small damaged areas. Hollow shafts and arms need correctly located vent and drain openings so pretreatment liquids and molten zinc can flow safely. Those openings are part of fabrication design and must not be blocked by later welding or packing plugs.
The coating requirement should refer to the project standard and relevant steel thickness category. Natural zinc surfaces can show variations in color, spangle and texture. Acceptance should focus on specified continuity, coating criteria and permitted repair methods rather than expecting a decorative paint-like appearance. Jieyao coordinates galvanizing through qualified external processing and manages the pole fabrication, preparation, handling and inspection needed for the ordered finish.
Powder coating over galvanizing can provide a selected RAL color and an additional barrier layer. It is often considered for residential boulevards, campuses, commercial developments and environments where appearance is part of the streetscape brief. The process should include suitable cleaning or sweep preparation, compatible pretreatment, powder selection, curing and repair instructions.
A colored topcoat does not eliminate the need to describe the environment. Marine salt, chemical exposure, abrasion and maintenance access can change the appropriate system. Color samples should be reviewed under realistic light, and acceptable shade variation should be agreed. Contact surfaces, threads and earthing points may need masking or controlled treatment so the coating does not interfere with assembly and electrical continuity.
Longitudinal seam quality, arm attachment, base welds, stiffeners and opening reinforcement all affect the structural path. Suitable procedures, consumables and fit-up controls help maintain consistent workmanship. Heat input and welding sequence also influence straightness, especially near the thicker base assembly. Dimensional checks should take place before galvanizing because later correction can damage the protective surface.
Inspection scope depends on the purchase specification and project risk. Visual examination is normally fundamental; additional nondestructive testing can be included where the agreed standard or tender requires it. It should not be implied that every pole automatically receives the same test regime. Clear documentation of weld sizes, acceptance criteria and hold points lets supplier and purchaser work to the same expectations.
After galvanizing, the shaft and arm are checked for complete coverage, drainage, rough projections that could affect safe handling, blocked holes and damage at contact points. Thickness measurements may be taken with calibrated equipment using the sampling plan defined for the order. Threads and mating surfaces are also checked so the hardware can be assembled without removing protection unnecessarily.
Small permitted repair areas should use a method compatible with the referenced standard and project specification. Handling equipment needs protected contact points because chains or sharp forks can damage the zinc surface. Inspection records should identify the order and items clearly; they should report observed results without turning a configurable product into an unsupported universal performance claim.
Final dimensions are compared with the approved drawing: shaft length, top and bottom sizes, wall schedule, straightness, arm reach, rise, tenon, base holes, service door and accessory locations. Jigs can help control repeat orders, but they do not replace measurement. Where the pole is segmented, compatible sections can be trial-fitted to confirm engagement and orientation.
The luminaire itself may not always be included in the pole order. When a sample or verified drawing is available, the mounting interface can be checked more directly. If the buyer supplies only a nominal spigot size, the insertion length and locking arrangement must still be defined. A few millimeters at the top can decide whether the installer has a secure connection or an expensive field problem.
Export packing must protect the zinc finish while keeping long pieces stable during lifting, trucking and ocean transport. Shafts are bundled with timber or other suitable separators at controlled support points. Base plates and protruding details receive protection, and straps are positioned to reduce abrasion. Arms, anchor cages, doors and loose hardware are grouped and identified for practical site receipt.
The loading plan should consider container length, door clearance, bundle weight and unloading equipment. A segmented shaft can improve container utilization, but joint pairs must remain traceable. Moisture can be trapped between tightly packed galvanized surfaces, so packing and storage instructions should consider ventilation and prompt unloading. Buyers should provide destination port, inland limits and any special lifting restrictions before packing is finalized.
On arrival, the contractor should compare bundle marks and loose-part counts with the packing list, then inspect for transport damage before material is moved into long-term storage. Poles should be supported above the ground at enough points to prevent distortion. Supports need clean, non-damaging contact faces, and bundles should be secured against rolling or impact.
Galvanized components should be stored with drainage and airflow rather than tightly covered with wet, non-breathable sheeting. Arms, fasteners, doors and templates are easier to protect in a dry, controlled area. Any coating damage should be photographed and reviewed against the agreed repair procedure. Early receipt checks prevent a missing anchor template or mismatched arm from being discovered only when the crane is waiting.
Before lifting, installers verify the foundation, anchor projection, conduit, pole identity, arm orientation and rigging plan. The crane or lifting equipment must suit the pole weight, reach and site access. Approved lifting points or protected slings reduce coating damage. Workers control the pole with tag lines and stay clear of suspended loads while the base plate is guided over the anchors.
The pole is leveled and the nuts are tightened using the project procedure. Where leveling nuts or shims are used, the gap and final grout detail should follow the civil design. The shaft is checked for plumb and the arm faces the intended roadway direction before the lift is released. Electrical connection, earthing and luminaire commissioning are then completed by qualified personnel under local rules.
A straight production shaft can still appear misaligned if the foundation is tilted, the bolt cage is rotated or the arm is mounted differently from the approved orientation. A pre-erection survey saves time. Pole verticality, top position and arm azimuth should be checked from appropriate directions after initial tightening and again after the final base procedure where the specification requires it.
Rows of roadside poles are visually sensitive to small differences. Consistent arm rise, luminaire tilt and door orientation create a professional line and support repeatable photometric performance. Installers should avoid using the arm as a lever to force alignment. If the base pattern or shaft is outside tolerance, the condition needs engineering review rather than uncontrolled heating, drilling or cutting on site.
The steel pole forms part of an electrical installation, but conductor sizes, protection devices and earthing arrangements vary by jurisdiction. The buyer should define whether terminals, breakers, surge protection or fuse carriers are included. Cable dimensions affect conduit entry and the space required inside the service chamber. Sharp edges must be avoided along the route from the foundation to the luminaire.
An internal earthing point can be welded into the shaft before galvanizing, with contact preparation handled according to the electrical design. The door closure should resist casual access while remaining serviceable. The final system must be installed, tested and commissioned by qualified personnel. Pole-supply documents can show interfaces, but they do not replace local electrical design or inspection.
Single-arm roadside poles should be positioned so maintenance teams can reach the door and luminaire with manageable traffic control. Door orientation, setback, nearby barriers, slope and lift-truck access influence the real cost of future work. A design that looks efficient on a drawing can become difficult to service if the access door faces a guardrail or drainage channel.
Routine inspection should look for impact damage, loose hardware, door condition, corrosion at damaged areas, foundation cracking, anchor condition, unexpected attachments and luminaire alignment. Maintenance intervals depend on environment and authority practice. Keeping approved drawings, fixture data and spare-part information helps future teams make compatible replacements without drilling new holes or introducing unreviewed loads.
A complete request for quotation should include quantity, pole schedule, layout drawings, luminaire datasheet, wind basis, material and coating requirements, foundation responsibility, destination, delivery sequence and submittal expectations. A street light pole manufacturer can only compare the full technical scope when these inputs are explicit. If the tender requires calculations, material certificates, welding records, coating records or third-party witness points, the exact scope should be stated before pricing.
During technical review, comments should be resolved on a controlled drawing revision. Once approved, that drawing becomes the common reference for purchasing, production, inspection and installation. Late changes to the luminaire, arm or foundation may require a revised design and can affect delivery. Clear responsibilities and revision control are often more valuable than an oversized generic catalogue specification.
When some information is not yet available, identify it as pending rather than filling the gap with an arbitrary value. Jieyao can mark assumptions on a preliminary proposal for the buyer or consultant to confirm. This creates a visible decision trail and helps prevent a temporary quotation assumption from becoming an unintended production requirement.
Pole spacing is an output of the lighting design rather than a fixed multiple of mounting height. Fixture optics, lumen package, road width, surface reflectance, setback, arrangement and the required uniformity all influence the result. Wider spacing may reduce the number of foundations and cable branches, but it can create dark areas or demand a higher-output luminaire. Closer spacing can improve visual continuity while increasing civil work, installation time and future maintenance points.
The single arm introduces another variable: outreach. Moving the luminaire toward the carriageway can improve optical placement, yet a longer arm increases the lever applied to the pole and may complicate transport. The most efficient solution is found by coordinating the photometric model with the structural proposal instead of optimizing either discipline alone. The supplier should not promise a spacing value without the actual luminaire photometric file and project criteria.
When several layouts appear acceptable, the buyer can compare total installed scope: pole quantity, fixture quantity, cable length, foundations, road closures, lifting access and maintenance strategy. This system-level comparison is more useful than selecting the lowest unit weight or the longest catalogue arm.
Quotations for a “10m pole” can differ because suppliers have not priced the same technical basis. One offer may assume a short arm, mild wind exposure and a one-piece shaft; another may include a stronger steel grade, sectional packing, anchors, inspection documents and a heavier luminaire. Comparing only pole weight or unit price can hide these differences and move risk to the drawing or installation stage.
A practical bid tabulation lists every controlling item: height definition, top and bottom size, wall schedule, steel grade, arm geometry, fixture load, wind criteria, base plate, anchors, galvanizing, color coating, electrical accessories, packing, documentation and delivery terms. Deviations should be visible. If a bidder proposes an alternative, the engineering and commercial effect can then be evaluated together.
Final approval should refer to the coordinated drawing rather than a marketing photograph. The drawing provides measurable dimensions and interfaces that inspection teams can verify. This discipline helps procurement obtain comparable offers and gives the installation contractor a reliable foundation and lifting reference.
Customization is valuable when it solves a defined project condition. Common examples include a special arm reach, a requested tenon, an existing bolt circle, a particular service-door orientation, a sectional transport limit or a selected color. Each change affects neighboring details, so it must be incorporated into the released drawing and bill of materials. “Custom” should not mean that dimensions remain undecided during production.
Standardized interfaces can still be retained across a customized project. Using one luminaire tenon, one door lock, one anchor family and clear orientation marks simplifies spares and installation. Where multiple road zones need different wall schedules or arm lengths, unique item codes and visible packing marks prevent site mix-ups. Revision control is especially important when several consultants or contractors exchange drawings.
Jieyao can prepare project-specific geometry after receiving the controlling inputs. Any value shown in a preliminary proposal remains subject to confirmation until the buyer approves the production drawing. This provides flexibility without turning an early assumption into an unsupported universal claim.
The 10m single-arm pole occupies the conventional roadway range between lower urban poles and heavier highway configurations. The 6m galvanized street light pole supports lower mounting applications, while the 8m pole is common for many local roads. The 12m highway pole addresses taller and often more exposed requirements.
For a broader view of shaft forms, finishes and procurement decisions, visit the street light pole range and the guide explaining what a galvanized street light pole is. Interchange projects can also compare conventional poles with high masts in the highway lighting selection guide.
It must be defined on the drawing. The arm rise and luminaire position are shown separately.
Yes, when the project-specific structural design supports it.
It may be selected for higher structural demand or a stated tender requirement.
Yes. Joint geometry and overlap are defined on the approved drawing.
Yes. Outreach, rise, curve, angle and luminaire tenon can be coordinated.
It can be quoted separately. Provide the required fixture data and certification scope.
Yes, after the actual bolt pattern and condition are verified.
Capacity is project-specific. Provide the code, speed definition, exposure and fixture EPA.
Yes. A compatible duplex coating can be specified over galvanizing.
They can be included with the agreed cage, template, nuts and washers.
Define the required standard, language and review scope in the inquiry.
Shafts are bundled with protected contact points; arms and hardware are packed separately.
Only when their weight, area and attachment are included in the structural review.
Send the layout, luminaire, arm, wind, finish, foundation and delivery requirements.
Send the road drawing, luminaire datasheet, wind basis, arm geometry, finish, quantity and destination. Jieyao can prepare a coordinated 10m single arm street light pole proposal and drawing for technical review before production.
Contact Jieyao Lighting with your pole schedule and project requirements.
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We primarily use high-strength carbon steel (Q235/Q345/ASTM A36). We also offer premium aluminum alloy and stainless steel poles specifically for coastal regions.
Tapered poles are aesthetic with low wind resistance; cylindrical poles are more cost-effective; polygonal poles (usually 8/12/16 sides) offer the highest structural strength, ideal for high mast lighting.
Our engineers perform mechanical calculations based on your local wind speed data, adjusting wall thickness and base design to ensure the poles can withstand winds up to 160km/h.
It typically ranges from 3mm to 12mm, depending on the pole height, weight of the fixtures, and local wind load requirements.
This is an anti-corrosion process of immersing steel in molten zinc. It provides over 25 years of maintenance-free rust protection in standard outdoor environments.
Yes. We provide complimentary foundation reference drawings, including concrete depth, rebar specs, and bolt positioning data.
We follow AWS welding standards and use Ultrasonic Testing (UT) or Magnetic Particle Testing (MT) to ensure welds are free of pores or cracks.
We hold ISO 9001 (Quality), ISO 14001 (Environmental), and CE certification (EN 40) specifically for the European market.
Yes. We can produce sample poles for craft and color confirmation, though sample shipping costs are typically covered by the client.
Steel poles are lighter, easier to transport and install, have a long lifespan after galvanization, and offer high scrap value, making them more eco-friendly.
Galvanized poles are virtually maintenance-free. We recommend checking anchor bolt tightness and the powder coating surface every 3-5 years.
We provide touch-up paint with each shipment. Simply clean the scratch and apply the paint to restore the appearance.
No. Base plate size and hole spacing are designed based on pole height and stress loads. We provide detailed dimensional drawings for each order.
These are accessories (like anti-climb spikes) installed on the lower section of the pole to prevent unauthorized climbing and enhance security.
Yes. We can flexibly adjust section lengths (e.g., 6m+6m or 5m+7m) based on logistics constraints and on-site installation conditions.
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Get a custom lighting solution and quotation for your project. Outdoor lighting manufacturer in Yangzhou, ChinaAbout Jieyao LightingYangzhou Jieyao Lighting Equipment Co., Ltd. is an outdoor lighting manufacturer focused on solar street light systems and high mas... Do you have any questions or requests?
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