阜陽(yáng)150*150*35矩形板式橡膠支座價(jià)格  131 6657 0832

a：安裝準(zhǔn)備

A: setup ready

a.1 板式橡膠支座安裝處宜設(shè)置支承墊石,支承墊石平面尺寸大小應(yīng)按局部承壓計(jì)算確定,墊石長(zhǎng)度、寬度應(yīng)比支座相應(yīng)的尺寸至少增加50mm左右，其高度應(yīng)為100mm以上，且應(yīng)考慮便于支座更換頂梁時(shí)千斤頂?shù)陌惭b位置。

A.1 rubber bearing installation should set the bearing pad stone, bearing pad stone plane size should be according to the local pressure calculation, cushion stone length and width should be higher than the corresponding support size increase of at least about 50mm, its height should be more than 100mm, and should be considered for replacement when the top beam jack installation position.

a.2 支座墊石內(nèi)應(yīng)布置鋼筋網(wǎng)，鋼筋直徑為8mm時(shí)，間距宜為50mm×50mm，橋梁墩、臺(tái)內(nèi)應(yīng)有豎向鋼筋延伸至支座墊石內(nèi)，支座墊石的混凝土強(qiáng)度等級(jí)不應(yīng)低于C30。

A.2 bearing pad stone internal layout of steel mesh, bar diameter is 8mm, the suitable spacing is 50mm * 50mm, bridge pier and abutment should have vertical bars extending to the bearing pad stone, concrete strength bearing pad stone should not be less than C30.

a.3 支座墊石表面應(yīng)平整、清潔、干爽、無(wú)浮沙。支座墊石頂面標(biāo)高要求準(zhǔn)確無(wú)誤。在平坡情況下，同一片梁兩端支承墊石及同一橋墩、臺(tái)上支承墊石應(yīng)處于同一設(shè)計(jì)標(biāo)高平面內(nèi)，其相對(duì)高差不應(yīng)超過(guò)±1.5 mm，同一支承墊石高差應(yīng)小于0.5 mm。

A.3 bearing pad stone surface should be smooth, clean, dry, no sand. The elevation of the top of the cushion stone should be accurate and correct. In the case of flat slope, with a beam at both ends of bearing pad stone piers, and the same table bearing pad stone should be in the same plane design elevation, the relative height should not exceed 1.5 mm, with a height of bearing pad stone should be less than 0.5 mm.

阜陽(yáng)150*150*35矩形板式橡膠支座價(jià)格  131 6657 0832

b： 支座安裝

B: support installation

b.1 支座進(jìn)場(chǎng)后，應(yīng)檢查支座上是否有制造商的商標(biāo)或永久性標(biāo)記。安裝時(shí)，應(yīng)按照設(shè)計(jì)圖紙要求，在支承墊石和支座上均標(biāo)出支座位置中心線，以保證支座準(zhǔn)確就位。

When the B.1 support comes into play, check that the manufacturer has a trademark or permanent tag on the mount. When installing, the center line of the bearing shall be marked on the supports, stones and supports according to the requirements of the design drawings to ensure that the bearings are in exact position.

b.2 支座安裝時(shí)，應(yīng)防止支座出現(xiàn)偏壓或產(chǎn)生過(guò)大的初始剪切變形。安裝完成后，必須保證支座與上、下部結(jié)構(gòu)緊密接觸，不得出現(xiàn)脫空現(xiàn)象。對(duì)未形成整體的梁板結(jié)構(gòu)，應(yīng)避免重型車輛通過(guò)。

When the B.2 support is installed, the abutment shall be prevented from biasing or producing excessive initial shear deformation. After completion of installation, it is necessary to make sure that the supports are in close contact with the upper and lower structures and shall not be void. For heavy beam slab structures, heavy duty vehicles should be avoided.

b. 3 橋梁墩臺(tái)的設(shè)計(jì)應(yīng)考慮支座養(yǎng)護(hù)、更換的需要。任何情況下，不允許兩個(gè)或兩個(gè)以上的支座沿梁縱向中心線在同一支承點(diǎn)并排安裝；在同一根梁（板）上，橫向不宜設(shè)置多于兩個(gè)支座；不同規(guī)格的支座不應(yīng)并排安裝。

The design of B. 3 bridge pier should consider the need to support maintenance and replacement. In any case, does not allow two or more than two bearings along the beam longitudinal center line on the same support mounted side by side on the same; beam (plate), transverse should not be set more than two bearings; bearing different specifications should not be installed side by side.

阜陽(yáng)150*150*35矩形板式橡膠支座價(jià)格  131 6657 0832

b. 4 支座安裝后，應(yīng)全面檢查是否有支座漏放，支座安裝方向、位置（與預(yù)埋鋼板的接觸、支座中心線位置）、支座規(guī)格型號(hào)是否有錯(cuò)，臨時(shí)固定設(shè)施是否拆除，四氟滑板支座是否注入硅脂油（嚴(yán)禁使用潤(rùn)滑油代替硅脂油）等現(xiàn)象，一經(jīng)發(fā)現(xiàn)，應(yīng)及時(shí)調(diào)整和處理，確保支座安裝后的正常工作，并記錄支座安裝后出現(xiàn)的各項(xiàng)偏差及異常情況。

B. 4 supports after installation, should check whether the support drain, installation direction and position of the support (contact and support center line position and pre buried steel), bearing specifications is wrong, whether the removal of temporary fixed facilities, PTFE sliding bearings are injected into the silicone oil (lubricating oil instead of silicone oil is prohibited to use). The phenomenon, once discovered, should be timely adjustment and treatment, ensure the normal work of bearing after installation, and record the deviation and abnormal situation after the installation of bearings.

b.5 支座使用階段平均壓應(yīng)力σc=10MPa。支座橡膠彈性體體積Eb=2000MPa。

B.5 bearing stage, average compressive stress, sigma c=10MPa. Rubber elastomer volume Eb=2000MPa.

支座與混凝土接觸時(shí)，摩擦系數(shù)μ=0.3；與鋼板接觸時(shí)，摩擦系數(shù)μ=0.2；聚四氟乙xi板與不銹鋼板接觸（加硅脂時(shí)）摩擦系數(shù)μf=0.06,當(dāng)溫度低于-25℃時(shí)，μf值增大30%，當(dāng)不加硅脂時(shí)，μf值應(yīng)加倍。

Bearing contact with concrete, friction coefficient of =0.3; and the steel plate contact, friction coefficient =0.2; PTFE plate contact with stainless steel plate (add grease when) the friction coefficient f=0.06, when the temperature is lower than -25 DEG C, F value increased 30%, when not add grease, F value should be doubled.

b.6 矩形支座安裝時(shí)以短邊尺寸順橋向放置。

The B.6 rectangular support is placed along the bridge with short side dimensions.

阜陽(yáng)150*150*35矩形板式橡膠支座價(jià)格  131 6657 0832

施工注意事項(xiàng)：保持墩臺(tái)墊石頂面清潔。如果支承墊石標(biāo)高差距超過(guò)標(biāo)準(zhǔn)要求，必須用水泥砂漿進(jìn)行標(biāo)高調(diào)整。在支承墊石上按設(shè)計(jì)圖標(biāo)出中心，安裝時(shí)橡膠支座的中心與支承墊石中心線要吻合，以確保支座就位準(zhǔn)確。在澆注梁體前，在支座上放置一塊比支座平面稍大的支承鋼 板，鋼板上焊接錨固鋼筋與梁體連接，并把支承鋼板視作澆梁模板的 一部分進(jìn)行澆注，按以上方法進(jìn)行，可以使支座與梁底鋼板及墊石頂面全部密貼。預(yù)制梁橡膠支座的安裝：安裝好預(yù)制梁橡膠支座的關(guān)鍵在于保證梁底在墊石頂面的平行、平整，使其和支座上、下表面全部密貼，不得出現(xiàn)偏壓、脫空和不均勻支承受力現(xiàn)象。施工程序如下：處理好支撐墊石，使支撐墊石標(biāo)高一致。預(yù)制梁與支座接觸的底面要保持水平和平整。當(dāng)有蜂窩漿和傾斜度時(shí)，要預(yù)先用水泥砂漿搗實(shí)、整平。

Note: keep the construction of pier pad stone tops clean. If the gap between supports and stones exceeds the standard requirements, the cement mortar shall be used for elevation adjustment. On the support pad stone, the center shall be designed according to the design icon, and the center of the rubber bearing shall be in conformity with the center line of the support pad when installing, so as to ensure that the bearing is in correct position. In the pouring of beam before placing a slightly larger than the bearing plane of the bearing plate on the support plate, welded anchor bar and beam body connection, and part of the supporting steel plate girder as a template for casting, according to the above method, can make the bearing beam and the bottom steel plate and pad stone tops all. Stick. Prefabricated bridge rubber bearing installation: key pre installed bridge rubber bearing pad stone is to ensure that the top surface of the beam bottom in parallel and smooth, and the support of the upper and lower surfaces all close, there shall be no bias, void and uneven supporting force. Construction procedures are as follows: handle support stone, so that the support pad stone elevation. The bottom surface of the precast beam and the support shall be kept level and smooth. When there is a slurry and tilt, it should be pre - compacted with cement mortar, leveling.

橡膠支座的正確就位先使支座和支承墊石按設(shè)計(jì)要求準(zhǔn)確就位。架梁落梁時(shí)，T型梁的縱軸線要與支座中心線重合；板梁、箱梁的縱軸線與支座中心線相平行。為落梁準(zhǔn)確，在架第一跨板梁或箱梁時(shí)，可在梁底劃好二個(gè)支座的十字位置中心，在梁的端立面上標(biāo)出兩個(gè)支座的位置中心線的鉛直線，落梁時(shí)使之與墩臺(tái)上的位置中心線相重合。以后數(shù)跨可依照第一跨梁為基準(zhǔn)進(jìn)行。在架梁落梁時(shí)要平穩(wěn)，防止壓偏或產(chǎn)生初始剪切變形,大家可以參考鐵路橋梁板式橡膠支座規(guī)格表 。在安裝 T型橋梁時(shí)，若橡膠支座比梁筋底寬，則應(yīng)在支座與梁筋底之間加設(shè)比支座大的鋼筋混凝土墊塊或厚鋼板做過(guò)渡層，以免支座局 部受壓，而形成應(yīng)力集中。鋼筋砼墊塊或厚鋼板要用環(huán)氧樹(shù)脂砂漿和梁筋底貼合粘結(jié)。落梁后，一般情況下橡膠支座頂面與梁面保持水平。預(yù)應(yīng)力簡(jiǎn)支梁，其支座頂面可稍后傾；非預(yù)應(yīng)力梁其支座頂面可略微前傾，但傾斜角度不得超過(guò)5"。

The correct position of the rubber bearing first makes the bearing and the supporting stone accurately positioned according to the design requirements. When the frame beam falls, the longitudinal axis of the T beam should coincide with the central line of the bearing; the longitudinal axis of the plate beam and the box girder are parallel to the center line of the support. For the first frame in the fall beam accurately, cross slab beam or box girder, cross the center position can be marked two supports at the end of the beam, the lead line and mark the position the center line of two bearings in the end elevation on the beam, beam falling when the phase coincides with the position of the center line on the pier. The subsequent spans may be carried out on the basis of the first cross beam. When the frame beam is falling, it is necessary to be stable, to prevent partial deflection or initial shear deformation. The installation of T type bridge, if the rubber bearing ratio of beam bar bottom width should be in between the bearing and the bottom beam reinforcement added support than reinforced concrete pad or thick plate transition layer, to support local compression, and the formation of stress concentration. Reinforced concrete block or thick steel plate should be bonded with epoxy resin mortar and beam reinforcement. After falling beam, generally, the top surface of rubber bearing is kept level with the beam. Prestressed simply supported beam, its bearing top surface may later incline; non - prestressed beam, its bearing top surface may slightly forward, but the angle of inclination may not exceed 5".

維護(hù)

Maintain

1 )、 板式橡膠支座應(yīng)定期進(jìn)行養(yǎng)護(hù)和維修檢查，一旦發(fā)現(xiàn)問(wèn)題，應(yīng)及時(shí)進(jìn)行修補(bǔ)或更換。

1) plate rubber bearings should be regularly maintenance and maintenance checks, once found problems, should be repaired or replaced in a timely manner.

2)、 板式橡膠支座及四氟滑板橡膠支座應(yīng)檢查如下內(nèi)容：

2) sheet rubber bearings and PTFE slide rubber bearings should be inspected as follows:

a： 支座是否出現(xiàn)滑移及脫空現(xiàn)象；

A: does the support appear slippage or disengaging?;

b： 支座的剪切位移是否過(guò)大（剪切角應(yīng)不大于35°）；

B: is the shear displacement of the support too large (shear angle shall be no more than 35 degrees)?;

c： 支座是否產(chǎn)生過(guò)大的壓縮變形；（最大壓縮變形量不得超過(guò)0.07te

C: does the support produce excessive compression deformation (maximum compressive deformation shall not exceed 0.07te

阜陽(yáng)150*150*35矩形板式橡膠支座價(jià)格  131 6657 0832