摘要：【中文】本发明公开了一种零添加蜂王浆冻干粉制品的制作方法，属于保健食品技术领域。本发明制备时，先取蜂王浆，过筛后，测得等电点，并将pH调节至蜂王浆等电点；将稀醋酸和琼脂溶液搅拌混合后，冻结成厚度为1～5mm的凝胶片；将蜂王浆平放于凝胶片表面，于温度为‑35～‑45℃条件下预冻，控制蜂王浆冻层厚度为15～20mm；将预冻的蜂王浆真空冷冻干燥至含水率为5～8％；将一次干燥的蜂王浆真空冷冻干燥至含水率为2％以下；将二次干燥的蜂王浆封口保存，即完成零添加蜂王浆冻干粉制品的制作。本发明制备工艺简单，能耗低，且获得的产品具有稳定的理化和生物学性质。 【EN】The invention discloses a preparation method of a freeze-dried powder product without royal jelly, belonging to the technical field of health-care food. During preparation, royal jelly is taken firstly, sieved, and then the isoelectric point is measured, and the pH is adjusted to the isoelectric point of the royal jelly; stirring and mixing dilute acetic acid and agar solution, and freezing into gel sheets with the thickness of 1-5 mm; putting the royal jelly on the surface of the gel sheet, pre-freezing at the temperature of-35 to-45 ℃, and controlling the thickness of a jelly layer to be 15-20 mm; carrying out vacuum freeze drying on the pre-frozen royal jelly until the water content is 5-8%; vacuum freeze drying the primarily dried royal jelly until the water content is below 2%; and sealing and storing the secondarily dried royal jelly, thus finishing the manufacture of the freeze-dried powder product without adding royal jelly. The invention has simple preparation process and low energy consumption, and the obtained product has stable physicochemical and biological properties.

摘要：【中文】本发明提出了一种高纯度蜂胶软胶囊的制备方法，步骤如下：1)将粗蜂胶进行过滤，滤除粗蜂胶中的杂质；2)将过滤后的粗蜂胶冷冻后，粉碎成蜂胶粗粉；3)使用乙醇对蜂胶粗粉进行回流提取，提取后过滤，过滤后对提取液减压回收乙醇，得粗蜂胶浸膏；4)将粗蜂胶浸膏冷冻后，粉碎成浸膏粗粉，使用乙醇在常温下浸渍溶解后，过滤，再浓缩，得到蜂胶浸膏；5)制备溶胶；6)保持溶胶于50‑60℃的温度，并依次添加蜂胶浸膏、色拉油、蜂蜡，直至全部溶解得到软胶囊内容物；7)将软胶囊内容物依次经过压丸、定型干燥、洗丸、干燥、抛光和包装后得到蜂胶软胶囊；本发明能够有效提高蜂胶软胶囊的蜂胶含量，利于营养成本的吸收。 【EN】The invention provides a preparation method of a high-purity propolis soft capsule, which comprises the following steps: 1) filtering the crude propolis to remove impurities in the crude propolis; 2) freezing the filtered crude propolis, and pulverizing into propolis coarse powder; 3) extracting propolis coarse powder with ethanol under reflux, filtering, and recovering ethanol from the extractive solution under reduced pressure to obtain crude propolis extract; 4) freezing the crude propolis extract, pulverizing into coarse powder, soaking in ethanol at room temperature for dissolving, filtering, and concentrating to obtain propolis extract; 5) preparing sol; 6) keeping the sol at 50-60 deg.C, and sequentially adding propolis extract, salad oil, and Cera flava until completely dissolving to obtain soft capsule content; 7) sequentially pelleting, shaping and drying, washing, drying, polishing and packaging the content of the soft capsule to obtain the propolis soft capsule; the invention can effectively improve the propolis content of the propolis soft capsule and is beneficial to the absorption of nutrition cost.

摘要：【中文】本发明公开了一种平地预制模块化运输大型沉管隧道管段的结构系统，包括：陆域预制平台，包括用于支撑隧道管段的底钢板和多排支撑柱，通过陆域预制平台陆上运输隧道管段；模块化运输平台，用于将隧道管段送至运输驳船后撤出，能够自动调节高度，包括多个相连通的运输模块，运输模块设置在底钢板的底部，位于相邻的支撑柱之间；以及超大型管段的运输驳船，用于对隧道管段进行水域运输。本发明无需建设干坞，减少了沉管隧道修建临时工程的投入，节省了沉管隧道造价和工期；管段预制所需场地面积要求小，使得沉管隧道适用性更强；通过模块化运输平台转运管段，运输方式灵活；对航道水深要求低，能够避免或减少对既有航道的疏浚。 【EN】The invention discloses a structural system for flat ground prefabricated modular transportation of large immersed tube tunnel pipe sections, which comprises: the land prefabrication platform comprises a bottom steel plate for supporting the tunnel pipe sections and a plurality of rows of support columns, and the tunnel pipe sections are transported on land through the land prefabrication platform; the modular transportation platform is used for delivering the tunnel pipe section to a transportation barge and withdrawing the transportation barge, can automatically adjust the height, and comprises a plurality of transportation modules which are communicated with each other, wherein the transportation modules are arranged at the bottom of a bottom steel plate and positioned between adjacent support columns; and the transportation barge of the ultra-large pipe section is used for carrying out water area transportation on the tunnel pipe section. The invention does not need to build dry dock, reduces the investment of temporary engineering for building the immersed tube tunnel, and saves the cost and the construction period of the immersed tube tunnel; the requirement on the area of a site required by prefabricating a pipe section is small, so that the applicability of the immersed tube tunnel is higher; the pipe sections are transported through the modular transportation platform, so that the transportation mode is flexible; the requirement on the water depth of the channel is low, and dredging of the existing channel can be avoided or reduced.

摘要：【中文】本发明公开了一种岩质地层超大跨隧洞高边坡洞口支护结构及其施工方法，包括：仰坡地梁，为洞口支护体系外部受力结构；环向仰坡锚索，设置在洞口的边坡处，洞口段结构顶部岩石裂隙、破碎带形成的不稳定块体通过环向仰坡锚索将其固定于周边稳定块体上，或将不稳定块体串联形成稳定块体；竖向高强预应力钢索，设置在仰坡地梁的下放孔洞内，与环向仰坡锚索交叉设置；洞内系统锚杆或锚索，设置在顶部中洞的上方和顶部侧洞的上方。本发明实现对硬岩地层高边坡超大跨度地下结构快速安全地进洞施工，形成洞口边坡自稳加固体，避免洞口上部岩体形成滑裂面、不稳定块体或洞室范围顶部岩块楔形体因开挖而塌落的风险。 【EN】The invention discloses a rock stratum oversized tunnel-spanning high slope entrance to a cave supporting structure and a construction method thereof, wherein the rock stratum oversized tunnel-spanning high slope entrance to a cave supporting structure comprises the following steps: the uphill ground beam is an external stress structure of the opening supporting system; the annular upward slope anchor cable is arranged at a side slope of the hole, and unstable blocks formed by rock cracks and broken zones at the top of the hole section structure are fixed on peripheral stable blocks through the annular upward slope anchor cable or are connected in series to form stable blocks; the vertical high-strength prestressed steel cable is arranged in the downward hole of the upward slope ground beam and is crossed with the annular upward slope anchor cable; and anchor rods or anchor cables in the tunnel are arranged above the top middle tunnel and above the top side tunnel. The method realizes the rapid and safe tunnel entering construction of the high slope super-large span underground structure of the hard rock stratum, forms the self-stabilizing reinforcing body of the hole side slope, and avoids the risk of collapse of the rock mass on the upper part of the hole due to the formation of a slip crack surface, an unstable block or a rock mass wedge body on the top of the hole chamber range.

摘要：【中文】本发明公开了一种超大跨岩石隧道整体稳定性评价方法，适用于II～IV级硬岩地层，包括：对围岩强度、支护结构承载力、围岩变形进行评价分析，各评价项目分别包括定量指标或定性指标；若各评价项目的指标均满足要求，判定隧道整体稳定；若存在评价项目的指标不满足要求，判定隧道不满足整体稳定。本发明采取“定性+定量”的方法，通过参数化形式对超大跨岩石隧道进行整体稳定性评价，能够简便、合理地判定隧道整体稳定性状态，极大降低施工风险性。 【EN】The invention discloses a method for evaluating the integral stability of an oversized cross-rock tunnel, which is suitable for II-IV-level hard rock strata and comprises the following steps: evaluating and analyzing the strength of the surrounding rock, the bearing capacity of the supporting structure and the deformation of the surrounding rock, wherein each evaluation item comprises a quantitative index or a qualitative index; if the indexes of all the evaluation items meet the requirements, judging that the tunnel is integrally stable; and if the index of the evaluation item does not meet the requirement, judging that the tunnel does not meet the overall stability. The invention adopts a qualitative and quantitative method, and evaluates the overall stability of the oversized cross-rock tunnel in a parameterization mode, so that the overall stability state of the tunnel can be simply, conveniently and reasonably judged, and the construction risk is greatly reduced.

摘要：【中文】本发明公开了一种裂隙岩体巨型跨度洞室支护结构及其施工方法，支护结构包括：洞室表面柔性支护结构，设置在开挖面的拱部及边墙，包括钢纤维混凝土和钢筋网；岩体自承载拱结构，设置在洞室的拱部及边墙，包括普通砂浆锚杆、涨壳式预应力注浆锚杆和岩体；锁脚预应力锚索，设置在洞室拱脚部位；块体加固预应力锚索，设置在洞室不稳定块体范围内；以及树脂锚杆，设置在开挖后变形突变区域。本发明的支护结构手段丰富、范围全面、功能分明、承载能力强及经济性好，施工方法工艺简单、施工组织方便、步序衔接流畅及安全性高，可多层次调动岩体的自承载能力，对不稳定块体进行了加固，以使巨型跨度洞室达到稳定状态。 【EN】The invention discloses a huge span cavern supporting structure of fractured rock mass and a construction method thereof, wherein the supporting structure comprises: the flexible supporting structure for the surface of the cavern is arranged on an arch part and a side wall of an excavation surface and comprises steel fiber concrete and a steel bar mesh; the self-bearing arch structure of rock mass is arranged on an arch part and a side wall of the cavern and comprises a common mortar anchor rod, an expansion shell type prestressed grouting anchor rod and the rock mass; the locking foot pre-stress anchor cable is arranged at the arch foot part of the chamber; the block body reinforcing prestressed anchor cable is arranged in the range of the unstable block body of the cavern; and the resin anchor rod is arranged in the deformation mutation area after excavation. The support structure has the advantages of rich means, comprehensive range, clear functions, strong bearing capacity, good economical efficiency, simple construction method and process, convenient construction organization, smooth step connection and high safety, and can adjust the self-bearing capacity of the rock mass in multiple levels and reinforce the unstable block so as to ensure that the giant-span cavern reaches a stable state.

摘要：【中文】本公开的实施例公开了一种资源展示方法和装置。该方法包括：利用进化策略获取目标权重参数；接收对目标页面的访问请求；获取与目标页面对应的多个资源；获取自然资源的第一排列顺序、广告资源的第二排列顺序；根据目标权重参数和每个资源对应的目标页面收益指标，确定排序得分；根据排序得分、预设广告资源限制条件、第一排列顺序以及第二排列顺序，确定目标页面的多个位置中的目标广告位序列、多个目标资源以及多个目标资源之间的第三排列顺序；响应于访问请求，显示目标页面，目标页面包括按照第三排列顺序显示在多个位置的多个目标资源。本公开有助于在页面结果中合理布局自然结果和广告结果。 【EN】The embodiment of the disclosure discloses a resource display method and device. The method comprises the following steps: acquiring a target weight parameter by using an evolution strategy; receiving an access request to a target page; acquiring a plurality of resources corresponding to a target page; acquiring a first arrangement sequence of natural resources and a second arrangement sequence of advertisement resources; determining a ranking score according to the target weight parameters and the target page income indexes corresponding to each resource; determining a target advertisement bit sequence in a plurality of positions of the target page, a plurality of target resources and a third arrangement sequence among the plurality of target resources according to the ordering score, a preset advertisement resource limiting condition, the first arrangement sequence and the second arrangement sequence; in response to the access request, a target page is displayed, the target page including a plurality of target resources displayed at a plurality of locations in a third order of arrangement. The present disclosure facilitates the rational placement of natural and advertising results in page results.

摘要：【中文】本发明公开了一种横截沟排水篦子的安装结构，包括：路面面层、回填层、结构底板、第一浇筑层、第二浇筑层和排水篦子，其中，第一浇筑层位于与横截沟的宽度同宽的两侧结构范围内，在纵向方向上第一浇筑层浇筑至路面设计标高下18‑22cm；第一浇筑层处设置有排水篦子，排水篦子两侧均设置有插筋，排水篦子通过插筋与第一浇筑层固定连接在一起，插筋与第二浇筑层的插筋网相连，且插筋网与主体钢筋固定连接。本发明结构简单、施工方便、设置合理、运营维护方便，有效完善了排水篦子在城市市政隧道的中的维护管理。 【EN】The invention discloses a mounting structure of a drainage grate of a transverse ditch, which comprises: the drainage grid comprises a pavement surface layer, a backfill layer, a structural bottom plate, a first pouring layer, a second pouring layer and a drainage grate, wherein the first pouring layer is positioned in the structural range of two sides with the same width as the width of a transverse ditch, and the first pouring layer is poured to 18-22cm below the designed elevation of the pavement in the longitudinal direction; the first layer department of pouring is provided with the drainage comb, and drainage comb both sides all are provided with the dowel, and the drainage comb passes through the dowel and pours layer fixed connection together with first, and the dowel net on layer is pour with the second to the dowel, and dowel net and main part reinforcing bar fixed connection. The drainage grate has the advantages of simple structure, convenience in construction, reasonable arrangement, convenience in operation and maintenance, and effective improvement of maintenance management of the drainage grate in urban municipal tunnels.

摘要：【中文】本发明公开了一种超扁平洞室中岩柱支护结构的施工方法，包括：对洞室断面进行分区，分出中导洞、上导洞、下导洞和下层预留核心岩土，通过中导洞、上导洞、下导洞形成中岩柱；步依次开挖中导洞、上层边导洞和下层边导洞，安装径向系统锚索支护结构和径向系统锚杆支护结构；由两侧已开挖中导洞、上层边导洞向中岩柱上方打设倾斜锚索，对中岩柱上方围岩进行预加固；向中岩柱打设横向对拉锚杆进行加固，并向锚杆施加预加力；拆除中岩柱，并同时安装径向系统锚杆支护结构；拆除下层预留核心岩土。本发明在施工阶段预留中岩柱支护结构，与导洞上方局域承载拱联合作用，围岩整体受力体系的平稳转换，分步封闭围岩天然承载拱，实现超扁平洞室安全施工。 【EN】The invention discloses a construction method of a rock pillar supporting structure in an ultra-flat chamber, which comprises the following steps: partitioning the cross section of the cavern, separating a middle pilot tunnel, an upper pilot tunnel, a lower pilot tunnel and a lower layer reserved core rock soil, and forming a middle rock pillar through the middle pilot tunnel, the upper pilot tunnel and the lower pilot tunnel; sequentially excavating a middle pilot tunnel, an upper-layer side pilot tunnel and a lower-layer side pilot tunnel, and mounting a radial system anchor cable support structure and a radial system anchor rod support structure; digging inclined anchor cables above the middle rock pillar from middle pilot tunnels dug at two sides and upper layer side pilot tunnels, and pre-reinforcing surrounding rocks above the middle rock pillar; a transverse counter-pulling anchor rod is arranged on the middle rock pillar for reinforcement, and pre-stress is applied to the anchor rod; dismantling the middle rock pillar and installing a radial system anchor rod supporting structure at the same time; and removing the reserved core rock soil on the lower layer. According to the invention, a middle rock pillar supporting structure is reserved in the construction stage, and is combined with the local bearing arch above the pilot tunnel, so that the whole stress system of the surrounding rock is stably converted, the natural bearing arch of the surrounding rock is sealed step by step, and the safe construction of the ultra-flat cavern is realized.

摘要：【中文】本发明公开了一种地铁车站与物业开发地下室底板分离的抗浮系统，包括：地铁车站抗浮系统、物业开发地下室底板和锚索，地铁车站抗浮系统包括：车站板墙结构，包括车站底板、车站侧墙、车站中板、车站顶板，车站底板、车站中板、车站顶板之间设置有车站结构桩；车站顶板与车站结构柱通过锚索与物业开发地下室底板相连；围护结构，设置在车站板墙结构的外部，顶面与车站顶板的顶面相齐平，与车站侧墙之间设置有回填混凝土。本发明能够达到地铁车站与上盖物业地下室可以分期建设、相互不影响的目的。 【EN】The invention discloses an anti-floating system for separating a subway station from a property development basement bottom plate, which comprises: subway station anti floating system, property development basement bottom plate and anchor rope, subway station anti floating system includes: the station plate wall structure comprises a station bottom plate, a station side wall, a station middle plate and a station top plate, wherein station structure piles are arranged among the station bottom plate, the station middle plate and the station top plate; the station top plate and the station structural column are connected with the property development basement bottom plate through anchor cables; and the enclosure structure is arranged outside the station plate wall structure, the top surface of the enclosure structure is flush with the top surface of the station top plate, and backfill concrete is arranged between the enclosure structure and the station side wall. The invention can achieve the purpose that the subway station and the upper cover property basement can be built in stages without influencing each other.