CN110725596A - Full cast-in-place self-ventilation double-layer roof grain storage bin structure and construction method - Google Patents
Full cast-in-place self-ventilation double-layer roof grain storage bin structure and construction method Download PDFInfo
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- 238000009423 ventilation Methods 0.000 title claims abstract description 54
- 238000003860 storage Methods 0.000 title claims abstract description 45
- 238000010276 construction Methods 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 127
- 239000010959 steel Substances 0.000 claims abstract description 127
- 239000004567 concrete Substances 0.000 claims abstract description 28
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 14
- 238000011065 in-situ storage Methods 0.000 claims abstract description 5
- 239000011150 reinforced concrete Substances 0.000 claims description 22
- 238000000034 method Methods 0.000 claims description 12
- 238000009415 formwork Methods 0.000 claims description 11
- 238000007789 sealing Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 4
- 238000005266 casting Methods 0.000 claims 1
- 238000012546 transfer Methods 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 37
- 230000002787 reinforcement Effects 0.000 description 21
- 238000009413 insulation Methods 0.000 description 17
- 238000012544 monitoring process Methods 0.000 description 13
- 230000000694 effects Effects 0.000 description 9
- 230000007613 environmental effect Effects 0.000 description 6
- 239000002131 composite material Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 239000011449 brick Substances 0.000 description 4
- 239000010426 asphalt Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 230000001276 controlling effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000002674 ointment Substances 0.000 description 2
- 239000011513 prestressed concrete Substances 0.000 description 2
- 238000009530 blood pressure measurement Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/22—Containers for fluent solids, e.g. silos, bunkers; Supports therefor
- E04H7/24—Constructions, with or without perforated walls, depending on the use of specified materials
- E04H7/26—Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/16—Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure
- E04D13/1606—Insulation of the roof covering characterised by its integration in the roof structure
- E04D13/1662—Inverted roofs or exteriorly insulated roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/16—Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure
- E04D13/1606—Insulation of the roof covering characterised by its integration in the roof structure
- E04D13/1681—Insulating of pre-existing roofs with or without ventilating arrangements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/51—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture specially adapted for storing agricultural or horticultural products
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Abstract
Description
技术领域technical field
本发明属于粮仓构造领域,涉及一种全现浇自通风双层屋盖储粮仓结构,具体涉及一种储备粮食的现浇自通风双层屋盖储粮仓结构及构建方法。The invention belongs to the field of granary structure and relates to a fully cast-in-place self-ventilating double-roof granary storage structure, in particular to a cast-in-situ self-ventilated double-roof granary storage structure and a construction method for storing grain.
背景技术Background technique
目前储备粮食的储粮仓有多种形式,常用的有:At present, there are various forms of grain storage silos, and the commonly used ones are:
(1)钢筋混凝土拱板屋盖储粮仓。该储粮仓屋盖形式为钢筋混凝土拱板,拱板为板架合一的预应力结构。下层板为平面,上层板外形为二次抛物线拱,上下板之间形成封闭空间,自然通风效果差。一般采用现场预制制作,需要大型吊装设备且吊装难度较大。也可以采用高空原位现浇施工,但需做满堂脚手架。预应力张拉工艺复杂,需要专业施工单位施工。上弦板为拱形,不易铺设板状保温材料。该仓型由于施工时屋盖采用拼装形式,拱板与拱板之间有缝隙,缝隙需用沥青油膏嵌缝,沥青油膏耐久性不好,施工不当容易存在漏水现象。另外,屋顶是由一块块拱板拼装成,缝隙较多,仓房的气密性较差。(1) Grain storage bin with reinforced concrete arch roof. The roof of the grain storage silo is in the form of a reinforced concrete arch slab, and the arch slab is a prestressed structure that integrates the slab and frame. The lower deck is flat, the upper deck is in the shape of a secondary parabolic arch, and a closed space is formed between the upper and lower decks, resulting in poor natural ventilation. Generally, on-site prefabrication is used, which requires large-scale hoisting equipment and is difficult to hoist. In-situ cast-in-place construction at high altitude can also be used, but full scaffolding is required. The prestressed tensioning process is complex and requires professional construction units. The upper chord is arched, and it is not easy to lay plate-like thermal insulation materials. Because the roof of this warehouse type is assembled in the form of construction, there is a gap between the arch plate and the arch plate, and the gap needs to be caulked with asphalt ointment. The asphalt ointment has poor durability, and improper construction is prone to water leakage. In addition, the roof is assembled from one piece of arch board, there are many gaps, and the air tightness of the warehouse is poor.
(2)钢筋混凝土折线形屋架储粮仓。该储粮仓屋顶结构形式为钢筋混凝土预应力砼折线形屋架,上铺钢筋混凝土大型屋面板。屋面板之间存在缝隙,仓房气密性差。因为屋面为单层,隔热性能差。屋架需要现场预制,需要大型吊装设备且吊装难度较大。预应力张拉工艺复杂,需要专业施工单位施工。仓内无吊顶,屋架下弦容易积灰,影响仓内卫生。(2) Reinforced concrete broken-line roof truss storage granary. The roof structure of the granary is in the form of a reinforced concrete prestressed concrete zigzag roof truss, and a large reinforced concrete roof panel is laid on it. There are gaps between the roof panels, and the airtightness of the warehouse is poor. Because the roof is a single layer, the thermal insulation performance is poor. The roof truss needs to be prefabricated on site, requires large hoisting equipment and is difficult to hoist. The prestressed tensioning process is complex and requires professional construction units. There is no suspended ceiling in the warehouse, and the lower string of the roof truss is easy to accumulate dust, which affects the hygiene of the warehouse.
(3)钢筋混凝土双T板屋盖储粮仓。该储粮仓屋盖结构采用国家建筑标准图集预应力混凝土双T板,屋面为单层且坡度缓,防水隔热性能差。板与板之间采用拼接,缝隙多,仓房气密性差。(3) Reinforced concrete double T plate roof storage silos. The roof structure of the grain storage silo adopts the prestressed concrete double T board of the National Building Standard Atlas. There are many gaps and poor airtightness of the warehouse due to splicing between the boards.
(4)彩钢夹芯板屋盖储粮仓。该储粮仓屋面结构采用三角形或T型钢屋架,上铺彩钢夹芯板。该仓型防水性能、气密性、隔热性能均较差。(4) Grain storage bin with color steel sandwich panel roof. The roof structure of the grain storage silo adopts triangular or T-shaped steel roof truss, and color steel sandwich panels are laid on it. The warehouse type has poor waterproof performance, air tightness and thermal insulation performance.
(5)自呼吸通风双层板式屋盖储粮仓。该储粮仓采用钢筋混凝土门式刚架,在刚架梁下层现浇钢筋混凝土屋面板,刚架梁上层架设木檩条,上铺木望板和彩色陶瓦。该仓型气密性、隔热性能较好。缺点是陶瓦防水性能差。同时由于刚架结构柱在屋顶荷载作用下存在较大的水平推力,与仓内粮食侧压力形成叠加作用,结构形式不合理,导致此仓型经济跨度不超过21m。同时钢筋混凝土门式刚架施工难度大,梁柱连接节点构造复杂,施工质量很难保证。(5) Grain storage bin with self-breathing ventilation double-layer plate roof. The grain storage silo adopts reinforced concrete portal rigid frame, cast-in-situ reinforced concrete roof slab on the lower layer of the rigid frame beam, erected wooden purlins on the upper layer of the rigid frame beam, and covered with wooden lookout boards and colored terracotta tiles. The warehouse type has good air tightness and heat insulation performance. The disadvantage is that terracotta has poor waterproof performance. At the same time, due to the large horizontal thrust of the rigid frame structural column under the roof load, the superimposed effect is formed with the side pressure of the grain in the warehouse, and the structural form is unreasonable, resulting in the economic span of this warehouse type not exceeding 21m. At the same time, the construction of reinforced concrete portal frame is difficult, the structure of beam-column connection nodes is complex, and the construction quality is difficult to guarantee.
由上可知,现有储备粮食的仓型柱均采用普通实心砖,存在屋顶隔热性能差、气密性差、不环保节能、施工难度大和仓型跨度选择经济性等问题。It can be seen from the above that the existing warehouse-type columns for grain storage are all made of ordinary solid bricks, which have problems such as poor roof insulation performance, poor air tightness, environmental protection and energy saving, difficult construction and economical selection of warehouse-type spans.
因此,亟待需要提供一种隔热性能强、气密性好、环保节能、施工容易的储备粮食的储粮仓。Therefore, there is an urgent need to provide a grain storage silo with strong thermal insulation performance, good air tightness, environmental protection and energy saving, and easy construction.
发明内容SUMMARY OF THE INVENTION
针对现有技术的上述缺点和不足,本发明所要解决的技术问题是提供一种隔热性能强、气密性好、环保节能、施工容易的全现浇自通风双层屋盖储粮仓结构及构建方法。In view of the above-mentioned shortcomings and deficiencies of the prior art, the technical problem to be solved by the present invention is to provide a fully cast-in-place self-ventilating double-layer roof granary storage silo structure with strong thermal insulation performance, good air tightness, environmental protection and energy saving, and easy construction. build method.
本发明为解决其技术问题所采用的技术方案为:The technical scheme adopted by the present invention for solving its technical problem is:
一种全现浇自通风双层屋盖储粮仓结构,包括方形仓体以及设置在所述方形仓体顶部的仓顶,所述仓体包括通过在钢筋网上现浇混凝土形成的地基、立柱和墙体,所述立柱至少分布形成在所述地基的各拐角处,所述墙体分布形成在所述立柱之间,所述仓顶包括梯形钢屋架,其特征在于,A fully cast-in-place self-ventilating double-roof granary storage silo structure includes a square silo body and a silo roof arranged on the top of the square silo body, the silo body includes a foundation, a column and a Walls, the uprights are formed at least at each corner of the foundation, the walls are distributed among the uprights, and the silo roof comprises a trapezoidal steel roof truss, characterized in that,
所述梯形钢屋架架设在所述立柱和墙体的顶部,并与所述立柱和墙体之间密封牢固连接,The trapezoidal steel roof truss is erected on the top of the column and the wall, and is sealed and firmly connected with the column and the wall,
所述仓顶还包括现浇混凝土形成的上层屋面板和下层屋面板,其中,所述上层屋面板为通过在所述梯形钢屋架的上弦面上现浇混凝土形成的钢筋混凝土板,所述下层屋面板为通过吊模施工的方式在所述梯形钢屋架的下弦面上现浇混凝土形成的钢筋混凝土板,The warehouse roof also includes an upper-layer roof panel and a lower-layer roof panel formed by cast-in-place concrete, wherein the upper-layer roof panel is a reinforced concrete panel formed by cast-in-place concrete on the upper chord surface of the trapezoidal steel roof truss, and the lower layer The roof slab is a reinforced concrete slab formed by cast-in-place concrete on the lower chord surface of the trapezoidal steel roof truss by means of hanging formwork construction,
所述地基、立柱、墙体和下层屋面板整体形成一用于储粮的密封空间,The foundation, the column, the wall and the lower roof plate integrally form a sealed space for grain storage,
所述上层屋面板与下层屋面板之间的钢屋架空间形成为一自通风热调节空间。The steel roof truss space between the upper-layer roof panel and the lower-layer roof panel is formed as a self-ventilated heat regulation space.
可选地,所述钢屋架的顶部屋脊处开设有顶部通风窗,所述钢屋架的侧部屋檐处开设有侧部通风窗。Optionally, a top ventilation window is opened at the top ridge of the steel roof truss, and a side ventilation window is opened at the side eaves of the steel roof truss.
进一步地,所述储粮仓还包括一温度调节系统,所述温度调节系统至少包括控制器、温度传感器和窗户开启装置,其中,所述控制器设置在所述墙体外侧,所述温度传感器包括设置在所述梯形钢屋架内部的自通风热调节空间中的第一温度传感器、设置在所述下层屋面板与所述储粮仓中粮食顶部之间的空间中的第二温度传感器以及设置在粮食内部的第三温度传感器,所述窗户开启装置设置在所述梯形钢屋架上,包括控制所述顶部通风窗、侧部通风天窗启闭的第一窗户开启装置和第二窗户开启装置,Further, the grain storage bin further includes a temperature adjustment system, the temperature adjustment system at least includes a controller, a temperature sensor and a window opening device, wherein the controller is arranged outside the wall, and the temperature sensor includes a first temperature sensor arranged in the self-ventilated heat regulation space inside the trapezoidal steel roof truss, a second temperature sensor arranged in the space between the lower roof panel and the top of the grain in the grain storage bin, and a second temperature sensor arranged in the grain an internal third temperature sensor, the window opening device is arranged on the trapezoidal steel roof truss, including a first window opening device and a second window opening device that control the opening and closing of the top ventilation window and the side ventilation skylight,
其中,在外部环境满足通风条件的情况下,若所述第一温度传感器监测的第一温度与所述第三温度传感器监测的第三温度之间的差值大于第一阈值或者所述第二温度传感器监测的第二温度与所述第三温度之间的差值大于第二阈值,则所述控制器向所述窗户开启装置发送指示开启所述顶部通风窗和所述侧部通风窗的控制指令。Wherein, under the condition that the external environment satisfies the ventilation condition, if the difference between the first temperature monitored by the first temperature sensor and the third temperature monitored by the third temperature sensor is greater than the first threshold or the second temperature The difference between the second temperature monitored by the temperature sensor and the third temperature is greater than a second threshold, and the controller sends an instruction to the window opening device to open the top ventilation window and the side ventilation window. Control instruction.
可选地,所述立柱和所述墙体外侧设置有保温层和防水层,所述上层屋面板上设置有保温层和防水层,所述下层屋面板上设置有保温层。Optionally, a thermal insulation layer and a waterproof layer are provided on the outer sides of the column and the wall, a thermal insulation layer and a waterproof layer are arranged on the upper roof panel, and a thermal insulation layer is arranged on the lower roof panel.
可选地,所述上层屋面板上还设置有顺瓦条和挂瓦条。Optionally, the roof panel of the upper layer is also provided with shingles and hanging shingles.
可选地,所述梯形钢屋架为H型钢屋架。Optionally, the trapezoidal steel roof truss is an H-shaped steel roof truss.
根据本发明的另一方面,本发明还通过了一种全现浇自通风双层屋盖储粮仓的构建方法,其特征在于,所述构建方法至少包括以下步骤:According to another aspect of the present invention, the present invention also provides a method for constructing a fully cast-in-place self-ventilated double-layer roof granary storage silo, characterized in that the constructing method at least comprises the following steps:
SS1.按照施工要求开挖基槽,铺设地基、立柱和墙体的钢筋网;SS1. Excavate the foundation groove according to the construction requirements, and lay the reinforcement mesh of the foundation, columns and walls;
SS2.在钢筋网上浇注混凝土形成地基、立柱和墙体;SS2. Pouring concrete on the steel mesh to form the foundation, columns and walls;
SS3.将焊接好的梯形钢屋架吊装并紧实牢固的连接在立柱和墙体上;SS3. Hoist the welded trapezoidal steel roof truss and connect it firmly to the column and wall;
SS4.在梯形钢屋架的上弦面上通过现浇混凝土的方式形成上层屋面板;SS4. On the upper chord surface of the trapezoidal steel roof truss, the upper roof slab is formed by means of cast-in-place concrete;
SS5.在上层屋面板上铺设柔性防水材料,再铺设钢顺瓦条和挂瓦条,然后在钢挂瓦条上干挂彩色水泥瓦;SS5. Lay flexible waterproof material on the upper roof panel, then lay steel shingles and shingles, and then dry-hang colored cement tiles on the steel shingles;
SS6.通过吊模施工的方式在梯形钢屋架的下弦面形成下层屋面板。SS6. The lower roof slab is formed on the lower chord surface of the trapezoidal steel roof truss by means of hanging formwork construction.
优选地,上述步骤SS3中,通过螺栓加密封的方式实现所述梯形钢屋架与立柱、墙体之间的密封牢固连接。Preferably, in the above step SS3, the sealing and firm connection between the trapezoidal steel roof truss, the column and the wall is achieved by means of bolts and sealing.
优选地,上述步骤SS4中,按照以下步骤形成所述上层屋面板:Preferably, in the above step SS4, the upper roof panel is formed according to the following steps:
(1)在梯形钢屋架的上弦上螺栓连接钢次梁;(1) Bolt the steel secondary beam on the upper chord of the trapezoidal steel roof truss;
(2)在钢次梁上铺设压型钢板,通过焊接栓钉连接;(2) Lay profiled steel plates on steel secondary beams and connect them by welding studs;
(3)在压型钢板上铺设钢筋网和浇注混凝土,形成上层屋面板。(3) Lay steel mesh and pour concrete on the profiled steel plate to form the upper roof panel.
优选地,上述步骤SS6中,形成下层屋面板具体可包括以下步骤:Preferably, in the above step SS6, forming the lower roof panel may specifically include the following steps:
(1)在梯形钢屋架的下弦设置钢次梁;(1) Set steel secondary beams at the lower chord of the trapezoidal steel roof truss;
(2)在钢次梁上设置钢筋网,包括在钢次梁上设置钢筋形成钢筋网和在梁之间的空间内铺设钢筋网。首先在钢次梁上绑扎钢筋,钢筋可以向上弯折绕过钢次梁上端的方式进行绑扎,这样,通过向上弯折的方式将钢筋绑扎在钢次梁上,能够确保钢次梁的下端是平面,以方便吊设木质模板,从而保证下层屋面板的底部是平面。接着,在梁之间的区域内铺设下层屋面板所需钢筋网。(2) Arranging reinforcement meshes on steel secondary beams, including arranging reinforcement bars on steel secondary beams to form reinforcement meshes and laying reinforcement meshes in the space between the beams. First, bind the steel bars on the steel secondary beams, and the steel bars can be bound by bending upwards and bypassing the upper end of the steel secondary beams. Plane, in order to facilitate the hoisting of the wooden formwork, so as to ensure that the bottom of the lower roof panel is flat. Next, the reinforcing mesh required for the lower roof slab is laid in the area between the beams.
(3)在钢次梁的钢筋网上以及梁之间空间的钢筋网上浇注混凝土,形成下层屋面板;其中,木质模板通过钢筋吊设在钢筋网的下部,钢筋的一端与模板的连接,另一端与钢屋架的下弦节点和上层屋面板连接。(3) Concrete is poured on the reinforcement mesh of the steel secondary beam and the reinforcement mesh of the space between the beams to form the lower roof panel; wherein, the wooden formwork is hung on the lower part of the reinforcement mesh through the reinforcement, and one end of the reinforcement is connected with the template, and the other end Connect with the lower chord node of the steel roof truss and the upper roof panel.
同现有技术相比,本发明的全现浇自通风双层屋盖储粮仓结构及构建方法,至少具有以下技术效果:Compared with the prior art, the fully cast-in-place self-ventilating double-layer roof granary storage silo structure and construction method of the present invention have at least the following technical effects:
(1)解决屋面隔热性能差的问题。因为本发明的屋顶具有设置在钢屋架上的双层屋面,上层为钢-混凝土组合屋面,下层为现浇钢筋混凝土屋面,在钢结构上的顶部和侧部都形成有通风窗,使得双层屋面间具有流动的空气层,将有效阻挡热传递,保护仓内低温。(1) Solve the problem of poor roof insulation performance. Because the roof of the present invention has a double-layer roof set on a steel roof truss, the upper layer is a steel-concrete composite roof, the lower layer is a cast-in-place reinforced concrete roof, and ventilation windows are formed on the top and side of the steel structure, so that the double-layered roof is formed. There is a flowing air layer between the roofs, which will effectively block the heat transfer and protect the low temperature in the warehouse.
(2)解决仓房气密性差的问题。由于本发明的地基、立柱、墙体和屋顶均采用现浇钢筋混凝土形成,并且地基、立柱、墙体和屋顶的下层屋面板之间形成整体密封空间,使得仓房气密性能得到有效保障。(2) Solve the problem of poor air tightness of the warehouse. Since the foundations, columns, walls and roofs of the present invention are all formed of cast-in-place reinforced concrete, and an integral sealed space is formed between the foundations, columns, walls and the lower roof panels of the roof, the airtight performance of the warehouse is effectively guaranteed.
(3)解决不环保、不节能的问题。本发明的墙体采用钢筋混凝土、屋架采用钢结构、屋面采用钢-混凝土组合屋面,避免了不环保、不节能砖砌体和木檩条、木望板的使用,从而达到环保节能效果。(3) Solve the problem of not environmental protection and energy saving. The wall of the invention adopts reinforced concrete, the roof truss adopts steel structure, and the roof adopts steel-concrete composite roof, which avoids the use of unenvironmental and energy-saving brick masonry, wooden purlins, and wooden decking, thereby achieving the effect of environmental protection and energy saving.
(4)解决施工难度大的问题。本发明的屋架采用焊接钢屋架,在钢结构工厂制作,现场拼接吊装。上层屋面采用钢-混凝土组合楼板,下层屋面采用吊模施工,施工难度不大。(4) Solve the problem of difficult construction. The roof truss of the present invention adopts welded steel roof trusses, is manufactured in a steel structure factory, and is spliced and hoisted on site. The upper roof adopts steel-concrete composite floor, and the lower roof adopts hanging formwork construction, which is not difficult to construct.
附图说明Description of drawings
图1为本发明实施例提供的全现浇自通风双层屋盖储粮仓的结构示意图;Fig. 1 is the structural representation of the fully cast-in-place self-ventilated double-layer roof grain storage silo provided by the embodiment of the present invention;
图2为本发明中钢屋架的顶部屋脊处的局部放大结构示意图;Fig. 2 is the partial enlarged structural schematic diagram of the top ridge of the steel roof truss in the present invention;
图3为本发明中钢屋架的侧部屋檐处局部放大示意图;Fig. 3 is the partial enlarged schematic diagram of the side eaves of the steel roof truss of the present invention;
图4为本发明实施例提供的仓顶自通风示意图;4 is a schematic diagram of a warehouse roof self-ventilation provided by an embodiment of the present invention;
图5为本发明实施例提供的温控流程示意图。FIG. 5 is a schematic diagram of a temperature control process according to an embodiment of the present invention.
具体实施方式Detailed ways
为使本发明要解决的技术问题、技术方案和优点更加清楚,下面将结合附图及具体实施例进行详细描述。In order to make the technical problems, technical solutions and advantages to be solved by the present invention more clear, the following will be described in detail with reference to the accompanying drawings and specific embodiments.
如图1~3所示,本发明的全现浇自通风双层屋盖储粮仓,包括方形仓体10以及设置在方形仓体10顶部的仓顶20,仓体10包括通过在钢筋网上现浇混凝土形成的地基11、立柱12、墙体13;仓顶20包括梯形钢屋架21和双层屋面板,梯形钢屋架21与立柱12、墙体13之间密封牢固连接,双层屋面板包括上层屋面板22和下层屋面板23,上层屋面板22为通过在梯形钢屋架21的上弦面上现浇混凝土形成的钢筋混凝土板,下层屋面板23为通过吊模施工的方式在钢屋架21的下弦面上现浇混凝土形成的钢筋混凝土板,地基11、立柱12、墙体13和下层屋面板23形成整体密封空间,上层屋面板22与下层屋面板23之间的钢屋架空间形成为一自通风热调节空间。As shown in Figures 1-3, the fully cast-in-place self-ventilating double-roof granary storage silo of the present invention includes a
在本发明一个示例中,梯形钢屋架21可采用H型梯形钢屋架。梯形钢屋架21的顶部屋脊处开设有顶部通风窗24,梯形钢屋架21的侧部屋檐处开设有侧部通风窗25。顶部通风窗24可设置在通过与钢屋架的屋脊螺栓连接的天窗托架上,顶部通风窗24可为在沿仓体的纵向方向上形成的多个窗户。在梯形钢屋架21的竖直面即屋檐处,可在仓体的纵向方向上设置侧部通风窗25,该侧部通风窗25可为沿纵向方向设置的多个窗户,在一个示例中,侧部通风窗25可为百叶窗。这样,在夏季双层屋面间空气温度升高后,利用热空气上升的自然原理,双层屋面间空气将从屋檐百页窗进入,从屋脊天窗排出,从而形成自然流动的空气流通效果,能够降低夏季仓内温度。自通风示意如图4所示。In an example of the present invention, the trapezoidal
进一步地,本发明实施例的储粮仓还设置有温度调节系统,如图5所示,温度调节系统用于调节储粮仓的温度,使得仓体内的粮食内部温度和表面温度大体保持一致,可包括控制器、温度传感器和窗户开启装置,控制器设置在柱外侧,温度传感器包括设置在钢屋架的内部空间内即由顶部通风窗、上层屋面板、侧部通风窗和下层屋面板形成的空间内的第一温度传感器、设置在下层屋面板和粮食之间的第二温度传感器以及设置在粮食内部的第三温度传感器,窗户开启装置设置在钢屋架上,包括控制通风窗开启和控制通风天窗开启的第一窗户开启装置和第二窗户开启装置,其中,在外部环境满足通风条件的情况下,若第一温度传感器监测的第一温度与第三温度传感器监测的第三温度之间的差值大于第一阈值或者第二温度传感器监测的第二温度与第三温度之间的差值大于第二阈值,则控制器向窗户开启装置发送指示开启顶部通风窗和侧部通风窗的控制指令。Further, the grain storage silo in the embodiment of the present invention is also provided with a temperature adjustment system. As shown in FIG. 5 , the temperature adjustment system is used to adjust the temperature of the grain storage silo, so that the internal temperature and surface temperature of the grain in the silo are generally consistent, which may include: Controller, temperature sensor and window opening device, the controller is arranged on the outside of the column, and the temperature sensor is arranged in the inner space of the steel roof truss, that is, the space formed by the top ventilation window, the upper roof panel, the side ventilation window and the lower roof panel The first temperature sensor, the second temperature sensor arranged between the lower roof panel and the grain, and the third temperature sensor arranged inside the grain, the window opening device is arranged on the steel roof truss, including controlling the opening of the ventilation window and controlling the opening of the ventilation skylight The first window opening device and the second window opening device, wherein, under the condition that the external environment satisfies the ventilation condition, if the difference between the first temperature monitored by the first temperature sensor and the third temperature monitored by the third temperature sensor If it is greater than the first threshold or the difference between the second temperature and the third temperature monitored by the second temperature sensor is greater than the second threshold, the controller sends a control command to the window opening device instructing to open the top ventilation windows and the side ventilation windows.
温度调节系统的控制器设置在墙体外部,可为单片机或PLC,与上位机通过有线或无线网络连接进行信息交互,并基于上位机发送的指令控制温度传感器和窗户开启装置的操作。由顶部通风窗、上层屋面板、侧部通风窗和下层屋面板形成的空间、下层屋面板23和粮食表面之间的空间、粮食内部(以下分别称第一监测空间、第二监测空间和第三监测空间)可根据需要设置多个温度传感器,这些温度传感器会实时监测对应监测区域的温度,并将监测的温度信息发送给控制器。窗户开启装置可设置在钢屋架上,每个窗户可使用一个窗户开启装置进行开启和关闭。窗户开启装置可利用现有的开启装置,例如,可包括电机和伸缩杆,伸缩杆的一端枢接在窗扇的下端,另一端连接在电机的输出轴上,在电机的驱动作用下,会带动伸缩杆运动,进而带动窗扇的开启和关闭。为避免赘述,本发明省略对窗户开启装置的详细介绍。为确保精确控制,控制器中会预先存储有每个监测空间的ID和温度传感器的ID以及每个窗户开启装置的ID,这些ID会以关联表的形式存储。The controller of the temperature adjustment system is set outside the wall, which can be a single-chip microcomputer or a PLC. It exchanges information with the host computer through wired or wireless network connection, and controls the operation of the temperature sensor and the window opening device based on the instructions sent by the host computer. The space formed by the top ventilation window, the upper roof panel, the side ventilation window and the lower roof panel, the space between the
具体地,控制器对接收的三个空间的温度信息进行处理,首先将每个空间的温度传感器监测的温度进行均值处理,得到每个监测空间的温度,并将结果发送给上位机。然后上位机将第一监测空间和第二监测空间的温度分别与第三监测空间的温度进行作差处理,得到相应的温度差值,并将温度差值与温度阈值进行比较,在比较结果表征第一温度传感器监测的第一温度与第三温度传感器监测的第三温度之间的差值大于第一阈值或者第二温度传感器监测的第二温度与第三温度之间的差值大于第二阈值时,上位机根据气象数据判断储粮仓的外部环境是否适合通风,例如在温度适宜风和没有雨雪的情况下,则向控制器发送开窗通风的控制指令,控制器在接收到控制指令后,会向窗户开启装置发送指示开启通风天窗和通风窗的控制指令,进而开启窗户通风,使得第一监测空间和第二监测空间与第三监测空间的温度基本接近,例如略高于第三监测空间1~3℃等。第一阈值和第二阈值可根据实际需要进行设置,本发明并不作特别限制。上述温控程序逻辑如图5所示。Specifically, the controller processes the received temperature information of the three spaces. First, the temperature monitored by the temperature sensor in each space is averaged to obtain the temperature of each monitored space, and the result is sent to the host computer. Then the host computer performs a difference processing between the temperature of the first monitoring space and the second monitoring space and the temperature of the third monitoring space, respectively, to obtain the corresponding temperature difference value, and compares the temperature difference value with the temperature threshold value, and the comparison results represent The difference between the first temperature monitored by the first temperature sensor and the third temperature monitored by the third temperature sensor is greater than the first threshold or the difference between the second temperature monitored by the second temperature sensor and the third temperature is greater than the second When the threshold is reached, the host computer judges whether the external environment of the grain storage bin is suitable for ventilation according to the meteorological data. For example, when the temperature is suitable for wind and there is no rain or snow, it will send a control command to the controller to open the window for ventilation. The controller receives the control command. After that, it will send a control command to the window opening device to instruct to open the ventilation skylight and the ventilation window, and then open the window for ventilation, so that the temperature of the first monitoring space and the second monitoring space is basically close to that of the third monitoring space, for example, slightly higher than the temperature of the third monitoring space. Monitoring space 1 ~ 3 ℃ and so on. The first threshold and the second threshold can be set according to actual needs, which are not particularly limited in the present invention. The above temperature control program logic is shown in Figure 5.
进一步地,在立柱12、墙体13的外侧设置有保温层和防水层,在上层屋面板22上设置有保温层和防水层,在下层屋面板23上设置有保温层。保温层和防水层可通过粘接的方式设置,能够保证仓体的隔热效果和防水效果。保温层的厚度可根据不同地域的气候情况进行确定,本发明不作特别限制,只要能够在当地的气候下起到保温效果即可。Further, a thermal insulation layer and a waterproof layer are arranged on the outer sides of the
此外,在上层屋面板22上还设置有顺瓦条、挂瓦条和装饰瓦。顺瓦条、挂瓦条和装饰瓦设置防水层上,在具体实施时,先在上层屋面板22上铺设柔性防水材料,再铺设钢顺瓦条和挂瓦条,然后在钢挂瓦条上干挂彩色装饰瓦,起到防水排水的效果。此外,下层屋面板23与存储在仓体内部的粮食不直接接触,下层屋面板23和粮食表面之间形成一定空间。In addition, the
此外,为方便将粮食存入仓体内部,在仓体的纵墙上设置有储粮门。储粮门可设置在两侧纵墙上,门的个数可根据仓体的大小进行设置,如果纵墙很长,则可在两侧纵墙上设置多个门。In addition, in order to facilitate the storage of grain into the bin body, a grain storage door is provided on the longitudinal wall of the bin body. Grain storage doors can be set on the longitudinal walls on both sides, and the number of doors can be set according to the size of the warehouse body. If the longitudinal walls are very long, multiple doors can be set on the longitudinal walls on both sides.
本发明实施例的全现浇自通风双层屋盖储粮仓的仓体的形成过程可包括:The forming process of the silo body of the fully cast-in-place self-ventilated double-layer roof grain storage silo according to the embodiment of the present invention may include:
步骤一、按照施工要求开挖基槽,铺设地基、柱和墙体的钢筋网;Step 1. Excavate foundation trenches according to construction requirements, and lay reinforcement meshes for foundations, columns and walls;
步骤二、在钢筋网上浇注混凝土形成地基、柱和墙体。Step 2: Pouring concrete on the steel mesh to form foundations, columns and walls.
步骤三、将焊接好的钢屋架吊装并紧实牢固的连接在柱和墙体上,例如可通过螺栓加密封的方式实现钢屋架与柱、墙体之间的密封牢固连接。Step 3, hoist the welded steel roof truss and connect it to the column and the wall firmly, for example, the sealed and firm connection between the steel roof truss and the column and the wall can be realized by means of bolts and sealing.
步骤四、在钢屋架的上弦面上形成上层屋面板,具体可包括以下步骤:Step 4: Form the upper roof panel on the upper chord surface of the steel roof truss, which may specifically include the following steps:
(1)在钢屋架的上弦上螺栓连接钢次梁;(1) Bolt the steel secondary beam on the upper chord of the steel roof truss;
(2)在钢次梁上铺设压型钢板,通过焊接栓钉连接;(2) Lay profiled steel plates on steel secondary beams and connect them by welding studs;
(3)在压型钢板上铺设钢筋网和浇注混凝土,形成上层屋面板。(3) Lay steel mesh and pour concrete on the profiled steel plate to form the upper roof panel.
步骤五、在上层屋面板上铺设柔性防水材料,再铺设钢顺瓦条和挂瓦条,然后在钢挂瓦条上干挂彩色水泥瓦。Step 5: Lay flexible waterproof material on the upper roof panel, then lay steel shingles and hanging shingles, and then dry-hang colored cement tiles on the steel hanging shingles.
步骤六、通过吊模施工的方式在钢屋架的下弦面形成下层屋面板,具体可包括以下步骤:Step 6: Form the lower roof panel on the lower chord surface of the steel roof truss by means of hanging formwork construction, which may specifically include the following steps:
(1)在钢屋架的下弦设置钢次梁;(1) Set steel secondary beams at the bottom chord of the steel roof truss;
(2)在钢次梁上设置钢筋网,包括在钢次梁上设置钢筋形成钢筋网和在梁之间的空间内铺设钢筋网。首先在钢次梁上绑扎钢筋,钢筋可以向上弯折绕过钢次梁上端的方式进行绑扎,这样,通过向上弯折的方式将钢筋绑扎在钢次梁上,能够确保钢次梁的下端是平面,以方便吊设木质模板,从而保证下层屋面板的底部是平面。接着,在梁之间的区域内铺设下层屋面板所需钢筋网。(2) Arranging reinforcement meshes on steel secondary beams, including arranging reinforcement bars on steel secondary beams to form reinforcement meshes and laying reinforcement meshes in the space between the beams. First, bind the steel bars on the steel secondary beams, and the steel bars can be bound by bending upwards and bypassing the upper end of the steel secondary beams. Plane, in order to facilitate the hoisting of the wooden formwork, so as to ensure that the bottom of the lower roof panel is flat. Next, the reinforcing mesh required for the lower roof slab is laid in the area between the beams.
(3)在钢次梁的钢筋网上以及梁之间空间的钢筋网上浇注混凝土,形成下层屋面板;其中,木质模板通过钢筋吊设在钢筋网的下部,钢筋的一端与模板的连接,另一端与钢屋架的下弦节点和上层屋面板连接。(3) Concrete is poured on the reinforcement mesh of the steel secondary beam and the reinforcement mesh of the space between the beams to form the lower roof panel; wherein, the wooden formwork is hung on the lower part of the reinforcement mesh through the reinforcement, and one end of the reinforcement is connected with the template, and the other end Connect with the lower chord node of the steel roof truss and the upper roof panel.
在具体实施中,钢筋混凝土板墙的厚度和配筋按粮食堆载高度可根据粮食测压力计算,同时考虑风载和地震荷载确定,具体可参照国家建筑相关规范进行确定。在一个示例中,钢筋混凝土板墙的厚度可为180mm,即墙体和下层屋面板的厚度可为180mm,相比现有的砖墙,能够大大降低墙体的厚度。In the specific implementation, the thickness and reinforcement of the reinforced concrete slab wall can be calculated according to the grain load height according to the grain pressure measurement, and the wind load and seismic load can be considered at the same time. In one example, the thickness of the reinforced concrete slab wall may be 180 mm, that is, the thickness of the wall body and the lower roof panel may be 180 mm, which can greatly reduce the thickness of the wall body compared to the existing brick wall.
综上,本发明实施例提供的全现浇自通风双层屋盖储粮仓,因为屋顶具有设置在钢屋架上的双层屋面,上层为现浇钢-混凝土组合屋面,下层为现浇钢筋混凝土屋面,在钢结构上的顶部和侧部都形成有通风窗,使得双层屋面间具有流动的空气层,将有效阻挡热传递,保护仓内低温。此外,本发明的地基、柱和墙体采用钢筋混凝土、屋架采用钢结构、屋面采用钢-混凝土组合屋面,避免了不环保、不节能砖砌体和木檩条、木望板的使用,能够达到环保节能效果,和保障仓房气密性能。另外,本发明的屋架采用焊接钢屋架,在钢结构工厂制作,现场拼接吊装,上层屋面采用钢-混凝土组合楼板,下层屋面采用吊模施工,施工难度不大。To sum up, the fully cast-in-place self-ventilating double-layered roof granary storage silo provided by the embodiment of the present invention has a double-layered roof arranged on a steel roof truss, the upper layer is a cast-in-place steel-concrete composite roof, and the lower layer is a cast-in-place reinforced concrete roof. On the roof, ventilation windows are formed on the top and side of the steel structure, so that there is a flowing air layer between the double-layered roofs, which will effectively block heat transfer and protect the low temperature in the warehouse. In addition, the foundation, columns and walls of the present invention are made of reinforced concrete, the roof truss is made of steel structure, and the roof is made of steel-concrete composite roof, which avoids the use of unenvironmental and energy-saving brick masonry, wooden purlins, and wooden panels, and can achieve Environmental protection and energy saving effect, and ensure the airtight performance of the warehouse. In addition, the roof truss of the present invention adopts welded steel roof trusses, which are manufactured in a steel structure factory, and spliced and hoisted on site.
以上实施例,仅为本发明的具体实施方式,用以说明本发明的技术方案,而非对其限制,本发明的保护范围并不局限于此,尽管参照前述实施例对本发明进行了详细的说明,本领域的普通技术人员应当理解:任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,其依然可以对前述实施例所记载的技术方案进行修改或可轻易想到变化,或者对其中部分技术特征进行等同替换;而这些修改、变化或者替换,并不使相应技术方案的本质脱离本发明实施例技术方案的精神和范围,都应涵盖在本发明的保护范围之内。因此,本发明的保护范围应所述以权利要求的保护范围为准。The above embodiments are only specific implementations of the present invention, and are used to illustrate the technical solutions of the present invention, but not to limit them. Note, those of ordinary skill in the art should understand that: any person skilled in the art can still make modifications to the technical solutions described in the foregoing embodiments or easily think of changes within the technical scope disclosed by the present invention, or Some of the technical features are equivalently replaced; and these modifications, changes or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the embodiments of the present invention, and should be included within the protection scope of the present invention. Therefore, the protection scope of the present invention should be based on the protection scope of the claims.
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