CN111335514A - Assembled concrete mixing station stock bin partition wall and installation method thereof - Google Patents
Assembled concrete mixing station stock bin partition wall and installation method thereof Download PDFInfo
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- 238000005192 partition Methods 0.000 title claims abstract description 60
- 239000004567 concrete Substances 0.000 title claims abstract description 46
- 238000000034 method Methods 0.000 title claims abstract description 18
- 238000009434 installation Methods 0.000 title claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 148
- 239000010959 steel Substances 0.000 claims abstract description 148
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 3
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 3
- 238000009412 basement excavation Methods 0.000 claims description 3
- 239000004571 lime Substances 0.000 claims description 3
- 239000000843 powder Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 13
- 230000007613 environmental effect Effects 0.000 abstract description 4
- 239000002131 composite material Substances 0.000 description 5
- 230000007797 corrosion Effects 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 239000011701 zinc Substances 0.000 description 3
- 229910052725 zinc Inorganic materials 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
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- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
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- E—FIXED CONSTRUCTIONS
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- 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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Abstract
一种装配式混凝土拌合站料仓隔墙及其安装方式,该隔墙包括混凝土基础、钢立柱、压型钢板、Z字挂件和倒U型钢板,混凝土基础上均匀设置有复数根钢立柱,钢立柱的左右两侧边对称式设置有复数个Z字挂件,Z字挂件与钢立柱可拆卸式连接,压型钢板的左右两侧边上均匀设置有复数个卡槽口,且压型钢板的卡槽口与Z字挂件相适配,压型钢板通过与Z字挂件卡接紧固于钢立柱上,倒U型钢板可拆卸式扣合在复数根钢立柱的顶端形成封顶,复数根钢立柱的两侧面固设有压型钢板即可形成隔墙。该隔墙的结构简单、部件少,稳固可靠,且可降低料仓隔墙施工难度,装配方式快捷方便,提高了隔墙搭建效率,具有高效、安全、易操作、低成本、绿色环保等特点。
A silo partition wall of a prefabricated concrete mixing station and an installation method thereof. The partition wall includes a concrete foundation, a steel column, a profiled steel plate, a Z-shaped pendant and an inverted U-shaped steel plate, and a plurality of steel columns are evenly arranged on the concrete foundation. The left and right sides of the steel column are symmetrically arranged with a plurality of Z-shaped pendants, and the Z-shaped pendants are detachably connected to the steel column. The slot of the steel plate is adapted to the Z-shaped pendant, the profiled steel plate is fastened to the steel column by clamping with the Z-shaped pendant, and the inverted U-shaped steel plate is detachably fastened to the top of the plurality of steel columns to form a cap. The two sides of the steel column are fixed with profiled steel plates to form a partition wall. The partition wall has the advantages of simple structure, few components, stable and reliable, and can reduce the construction difficulty of the silo partition wall, and the assembly method is fast and convenient, which improves the construction efficiency of the partition wall, and has the characteristics of high efficiency, safety, easy operation, low cost, and green environmental protection. .
Description
技术领域technical field
本发明涉及建筑技术领域,尤其涉及一种装配式混凝土拌合站料仓隔墙。The invention relates to the technical field of construction, in particular to a silo partition wall of a prefabricated concrete mixing station.
背景技术Background technique
非承重的内墙叫隔墙,拌合站料仓隔墙是砂石料仓的分隔结构,将料仓划分为若干个单独的储料仓,保证砂、石等混凝土骨料的各自存放,防止砂石混合后拌料系统的配料不充分,影响混合料的强度。传统的料场料仓隔墙一般采用浆砌片石隔墙、砖砼隔墙等形式,亦有钢丝网填充碎石隔墙这种较新的结构形式。但采用浆砌片石隔墙、砖砼隔墙等投入大、占地宽、外观形象差、不可重复回收利用,且养护时间长造成时效性也较差;钢丝网填充碎石隔墙虽可回收利用,但仅限于部分材料(如钢立柱)回收利用,且钢丝网较易锈蚀破损,诱发填充碎石泄露,造成砂石料串料,且修复难度大。The non-load-bearing inner wall is called the partition wall. The partition wall of the mixing station silo is the separation structure of the sand and gravel silo. The silo is divided into several separate storage silos to ensure the respective storage of concrete aggregates such as sand and stone. After the sand and gravel are mixed, the ingredients of the mixing system are insufficient, which affects the strength of the mixture. The traditional silo partition wall of stockyard generally adopts the form of mortar rubble partition wall, brick-concrete partition wall, etc., and there are also newer structural forms such as steel mesh-filled gravel partition wall. However, the use of mortar rubble partition walls, brick-concrete partition walls, etc. has large investment, covers a wide area, has poor appearance, cannot be recycled, and has poor timeliness due to long curing time; although the steel mesh-filled gravel partition wall can be recycled However, it is limited to the recycling of some materials (such as steel columns), and the steel wire mesh is easy to be corroded and damaged, which will induce the leakage of filling and gravel, resulting in aggregates of sand and gravel, and it is difficult to repair.
现有技术公开了一种可重复利用的装配式拌合站储料仓隔墙(申请号:201420721158.3),其隔墙的多根工字钢立柱中,每隔一根工字钢上预设有螺栓孔,倒U字形钢板上按照工字钢上预设螺栓孔的位置也预设有螺栓孔,倒U字形钢板与工字钢之间通过螺栓拧紧固定;在波形钢板上按照工字钢上预设的螺栓孔位置预设有螺栓孔,所述波形钢板与工字钢立柱之间采用螺栓拧紧固定。The prior art discloses a reusable prefabricated storage silo partition wall of a mixing station (application number: 201420721158.3). Among the multiple I-beam columns of the partition wall, every other I-beam is preset. There are bolt holes, and bolt holes are also preset on the inverted U-shaped steel plate according to the positions of the preset bolt holes on the I-beam. The inverted U-shaped steel plate and the I-beam are fastened and fixed by bolts; on the corrugated steel plate, according to the I-beam Bolt holes are preset at the preset positions of the bolt holes, and bolts are used to fasten and fix the corrugated steel plate and the I-beam column.
现有技术还公开了一种装配式波形钢板料仓隔墙(申请号:201820805542.X),包括第一组合钢板和第二组合钢板,所述第一组合钢板的右侧固定连接有第一连接块,所述第二组合钢板的左侧固定连接有第二连接块,所述第二连接块的左侧固定连接有卡接块,所述第一连接块右侧对应卡接块的位置开设有与其配合使用的卡接槽,所述第一连接块和第二连接块的正面均开设有固定螺孔。The prior art also discloses an assembled corrugated steel silo partition (application number: 201820805542.X), which includes a first composite steel plate and a second composite steel plate, and the right side of the first composite steel plate is fixedly connected with a first composite steel plate. A connecting block, the left side of the second composite steel plate is fixedly connected with a second connecting block, the left side of the second connecting block is fixedly connected with a clamping block, and the right side of the first connecting block corresponds to the position of the clamping block A snap-fit slot is provided for cooperating with it, and fixing screw holes are provided on the front surfaces of the first connection block and the second connection block.
上述技术方案中,采用波形钢板固定在预埋的钢立柱上的轻质隔墙做法,虽改善了混凝土墙、砌块砼墙的很多缺点,但连接多采用自攻钉,螺栓等连接方式,将此种连接方式用于屋面及建筑外墙,坚固耐用,用于隔墙就存在安装繁琐,拆装麻烦,损耗过大,无法重复利用等弊端;而另一种装配式波形钢板料仓隔墙虽然可拆卸,不会造成材料浪费,但其结构较为复杂,预制加工精度要求高,安装方式不够方便快捷。In the above technical scheme, the light-weight partition wall method in which the corrugated steel plate is fixed on the pre-embedded steel column is used, although many shortcomings of the concrete wall and block concrete wall are improved, but the connection methods such as self-tapping screws and bolts are mostly used. This connection method is used for roofs and building exterior walls, which is sturdy and durable. When used for partition walls, there are disadvantages such as cumbersome installation, troublesome disassembly and assembly, excessive loss, and inability to reuse. Another assembled corrugated steel silo partition Although the wall can be disassembled and will not cause material waste, its structure is relatively complex, the prefabrication processing precision is high, and the installation method is not convenient and fast.
发明内容SUMMARY OF THE INVENTION
针对上述技术方案的不足,本发明提供一种装配式混凝土拌合站料仓隔墙及其安装方式,该隔墙的结构简单、部件少,稳固可靠,更加经济、绿色环保。In view of the deficiencies of the above technical solutions, the present invention provides a silo partition wall of a prefabricated concrete mixing station and an installation method thereof.
本发明的另一个目的是提供一种装配式混凝土拌合站料仓隔墙及其安装方式,可降低料仓隔墙施工难度,装配方式快捷方便,提高了隔墙搭建效率,部件可反复利用,具有高效、安全、易操作、低成本、绿色环保等特点。Another object of the present invention is to provide a silo partition wall of a prefabricated concrete mixing station and an installation method thereof, which can reduce the construction difficulty of the silo partition wall, the assembly method is fast and convenient, the construction efficiency of the partition wall is improved, and the parts can be reused , has the characteristics of high efficiency, safety, easy operation, low cost, green environmental protection and so on.
为实现上述目的,本发明是这样实现的:To achieve the above object, the present invention is achieved in this way:
一种装配式混凝土拌合站料仓隔墙,其特征在于其包括隔墙的混凝土基础、钢立柱、压型钢板、Z字挂件和倒U型钢板,所述混凝土基础上均匀设置有复数根钢立柱,所述钢立柱的左右两侧边对称式设置有复数个Z字挂件,所述Z字挂件与钢立柱可拆卸式连接,所述压型钢板的左右两侧边上均匀设置有复数个卡槽口,且所述压型钢板的卡槽口与Z字挂件相适配,所述压型钢板通过与Z字挂件卡接紧固于钢立柱上,所述倒U型钢板可拆卸式扣合在复数根钢立柱的顶端形成封顶,复数根钢立柱的两侧面固设有压型钢板即可形成所述隔墙。A silo partition wall of a prefabricated concrete mixing station is characterized in that it comprises a concrete foundation of the partition wall, a steel column, a profiled steel plate, a Z-shaped pendant and an inverted U-shaped steel plate, and the concrete foundation is evenly provided with a plurality of Steel column, the left and right sides of the steel column are symmetrically provided with a plurality of Z-shaped pendants, the Z-shaped pendant is detachably connected to the steel column, and the left and right sides of the profiled steel plate are evenly provided with a plurality of The profiled steel plate is fitted with a Z-shaped pendant, the profiled steel plate is fastened to the steel column by clamping with the Z-shaped pendant, and the inverted U-shaped steel plate is detachable The tops of the plurality of steel uprights are fastened to form a cap, and the two sides of the plurality of steel uprights are fixed with profiled steel plates to form the partition wall.
进一步,所述钢立柱的左右两侧边对称式设置有复数个螺栓孔,所述Z字挂件通过螺栓孔与螺栓的配合可拆卸式设置在钢立柱上。Further, the left and right sides of the steel column are symmetrically provided with a plurality of bolt holes, and the Z-shaped pendant is detachably arranged on the steel column through the cooperation of the bolt holes and the bolts.
进一步,所述卡槽口设置在压型钢板的左右两侧边的首尾波谷处,且所述卡槽口的长度为Z字挂件的长度的一半,所述压型钢板通过卡槽口卡接在Z字挂件上。所述卡槽口的长度设置为Z字挂件长度的一半,相邻的两块压型钢板恰好可通过Z字挂件紧密衔接在一起。Further, the card notch is arranged at the first and last wave valleys on the left and right sides of the profiled steel plate, and the length of the card notch is half the length of the Z-shaped pendant, and the profiled steel plate is clamped through the card notch. on the Z pendant. The length of the card slot is set to be half of the length of the Z-shaped pendant, and two adjacent profiled steel plates can be tightly connected together by the Z-shaped pendant.
进一步,所述Z字挂件包括连接部、卡接部和限位部,所述连接部、卡接部和限位部依次衔接形成Z字结构,且所述卡接部与限位部的衔接位置与压型钢板的波形相适配,所述连接部上设置有固定孔,所述Z字挂件通过螺栓、固定孔与螺栓孔的配合紧固于钢立柱上。Further, the Z-shaped pendant includes a connecting part, a clamping part and a limiting part, and the connecting part, the clamping part and the limiting part are connected in sequence to form a Z-shaped structure, and the connection between the clamping part and the limiting part is The position is adapted to the waveform of the profiled steel plate, the connecting portion is provided with a fixing hole, and the Z-shaped pendant is fastened to the steel column through the cooperation of the bolt, the fixing hole and the bolt hole.
进一步,所述压型钢板的中部设置有卡接口,所述卡接口与卡槽口的位置相对应,所述卡接口与Z字挂件相适配。在压型钢板的中部也设置卡接口,增加单块压型钢板与多个Z字挂件相连接,提升连接的稳定性。Further, a card interface is provided in the middle of the profiled steel plate, the card interface corresponds to the position of the card slot, and the card interface is adapted to the Z-shaped pendant. A card interface is also set in the middle of the profiled steel plate, and a single profiled steel plate is added to connect with multiple Z-shaped pendants to improve the stability of the connection.
进一步,压型钢板包括高锌层镀锌楼承钢板,板厚1.5mm,波高75mm。压型钢板采用高锌层镀锌楼承钢板,抗腐蚀、抗冲击、抗弯、抗压、抗倾覆性能强,作为横向刚度支撑,质量高,坚固耐用,安全系数高。Further, the profiled steel sheet includes a high-zinc layer galvanized floor-bearing steel sheet with a thickness of 1.5mm and a wave height of 75mm. The profiled steel plate is made of high zinc layer galvanized floor bearing steel plate, which has strong corrosion resistance, impact resistance, bending resistance, compression resistance and anti-overturning performance.
进一步,所述混凝土基础上预埋有复数根锚栓,所述锚栓的位置与钢立柱的位置相对应,且所述钢立柱与锚栓可拆卸式连接。Further, a plurality of anchor bolts are pre-embedded on the concrete foundation, the positions of the anchor bolts correspond to the positions of the steel columns, and the steel columns and the anchor bolts are detachably connected.
一种装配式混凝土拌合站料仓隔墙的安装方式,其特征在于其包括以下步骤:An installation method of a silo partition wall of a prefabricated concrete mixing station is characterized in that it comprises the following steps:
S1:平整场地,清洗地面杂物和积水,做好临时排水工作;S1: Level the site, clean the ground debris and accumulated water, and do a good job of temporary drainage;
S2:基础放样,放出隔墙基础位置及标高,用石灰粉洒出基础平面形状;S2: Set out the foundation, release the foundation position and elevation of the partition wall, and sprinkle the foundation plane shape with lime powder;
S3:基础开挖,预埋锚栓及现浇混凝土基础;S3: foundation excavation, pre-embedded anchor bolts and cast-in-place concrete foundation;
S4:钢立柱固定于预埋锚栓上,通过锚栓的双螺母调平钢立柱底板标高,高差±5mm;S4: The steel column is fixed on the pre-embedded anchor bolt, and the elevation of the bottom plate of the steel column is leveled through the double nut of the anchor bolt, and the height difference is ±5mm;
S5:将Z字挂件通过螺栓安装在钢立柱的左右两侧;S5: Install the Z-shaped pendant on the left and right sides of the steel column through bolts;
S6:将压型钢板悬挂卡接于Z字挂件,倒U型钢板封顶后,用螺栓将其拧紧固定于钢立柱上。S6: Suspend the profiled steel plate to the Z-shaped pendant. After the inverted U-shaped steel plate is capped, use bolts to fasten it to the steel column.
进一步,在步骤S3中,预埋锚栓长度为60cm,继而现浇混凝土,待混凝土强度达到标准后,保证锚栓露出基础面≥12cm。Further, in step S3, the length of the pre-embedded anchor bolt is 60 cm, and then concrete is cast in place. After the concrete strength reaches the standard, it is ensured that the exposed anchor bolt is ≥ 12 cm from the foundation surface.
本申请的优势在于,该隔墙的结构简单、部件少,稳固可靠,采用压型钢板抗腐蚀性能好,更加经济,且可降低料仓隔墙施工难度,装配方式快捷方便,提高了隔墙搭建效率;部件可反复利用,具有高效、安全、易操作、低成本、抗腐蚀、绿色环保等特点。The advantages of the present application are that the partition wall has a simple structure, few components, is stable and reliable, and the profiled steel plate has good corrosion resistance, which is more economical, and can reduce the construction difficulty of the silo partition wall, the assembly method is fast and convenient, and the partition wall is improved. Construction efficiency; components can be reused, with the characteristics of high efficiency, safety, easy operation, low cost, corrosion resistance, green environmental protection and so on.
附图说明Description of drawings
图1是一种装配式混凝土拌合站料仓隔墙的结构示意图。Fig. 1 is a structural schematic diagram of a silo partition wall of a prefabricated concrete mixing station.
图2是一种装配式混凝土拌合站料仓隔墙的剖面图。Figure 2 is a cross-sectional view of a silo partition wall of a prefabricated concrete mixing station.
图3是一种装配式混凝土拌合站料仓隔墙的另一角度的剖面图。Fig. 3 is a cross-sectional view of another angle of the partition wall of a prefabricated concrete mixing station.
图4是压型钢板、Z字挂件与钢立柱连接的结构示意图。Figure 4 is a schematic structural diagram of the connection between the profiled steel plate, the Z-shaped pendant and the steel column.
图5是压型钢板的结构示意图。FIG. 5 is a schematic structural diagram of a profiled steel plate.
图6是Z字挂件的结构示意图。FIG. 6 is a schematic structural diagram of a Z-shaped pendant.
图7是图6的左视图。FIG. 7 is a left side view of FIG. 6 .
具体实施方式Detailed ways
为了使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。In order to make the objectives, technical solutions and advantages of the present invention clearer, the present invention will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention, but not to limit the present invention.
参照图1-7。Refer to Figures 1-7.
一种装配式混凝土拌合站料仓隔墙,其特征在于其包括隔墙的混凝土基础100、钢立柱1、压型钢板2、Z字挂件3和倒U型钢板4,混凝土基础100上均匀设置有复数根钢立柱1,钢立柱1的左右两侧边对称式设置有复数个Z字挂件3,Z字挂件3与钢立柱1可拆卸式连接,压型钢板2的左右两侧边上均匀设置有复数个卡槽口21,且压型钢板的卡槽口21与Z字挂件3相适配,压型钢板2通过与Z字挂件3卡接紧固于钢立柱1上,倒U型钢板4可拆卸式扣合在复数根钢立柱1的顶端形成封顶,复数根钢立柱1的两侧面固设有压型钢板2即可形成隔墙。A silo partition wall of a prefabricated concrete mixing station is characterized in that it includes a
在本实施例中,钢立柱1的左右两侧边对称式设置有复数个螺栓孔,Z字挂件3通过螺栓孔与螺栓的配合可拆卸式设置在钢立柱1上。In this embodiment, the left and right sides of the
在本实施例中,卡槽口21设置在压型钢板2的左右两侧边的首尾波谷处,且卡槽口21的长度为Z字挂件3的长度的一半,压型钢板2通过卡槽口21卡接在Z字挂件3上。卡槽口21的长度设置为Z字挂件3长度的一半,相邻的两块压型钢板2恰好可通过Z字挂件3紧密衔接在一起。In this embodiment, the
在本实施例中,Z字挂件3包括连接部31、卡接部32和限位部33,连接部31、卡接部32和限位部33依次衔接形成Z字结构,且卡接部32与限位部33的衔接位置与压型钢板2的波形相适配,连接部31上设置有固定孔34,Z字挂件3通过螺栓、固定孔34与螺栓孔的配合紧固于钢立柱1上。In this embodiment, the Z-shaped
进一步,压型钢板2的中部设置有卡接口22,卡接口22与卡槽口21的位置相对应,卡接口22与Z字挂件3相适配。在压型钢板2的中部也设置卡接口22,增加单块压型钢板2与多个Z字挂件3相连接,提升连接的稳定性。Further, a
在本实施例中,压型钢板2包括高锌层镀锌楼承钢板,板厚1.5mm,波高75mm。压型钢板采用高锌层镀锌楼承钢板,抗冲击、抗弯、抗压、抗倾覆性能强,作为横向刚度支撑,质量高,坚固耐用,抗冲击、抗倾覆、抗承载能力强,安全系数高。In this embodiment, the profiled
在本实施例中,混凝土基础100上预埋有复数根锚栓101,锚栓101的位置与钢立柱1的位置相对应,且钢立柱1与锚栓101可拆卸式连接。In this embodiment, a plurality of
一种装配式混凝土拌合站料仓隔墙的安装方式,其特征在于其包括以下步骤:An installation method of a silo partition wall of a prefabricated concrete mixing station is characterized in that it comprises the following steps:
S1:平整场地,清洗地面杂物和积水,做好临时排水工作;S1: Level the site, clean the ground debris and accumulated water, and do a good job of temporary drainage;
S2:基础放样,放出隔墙基础位置及标高,用石灰粉洒出基础平面形状;S2: Set out the foundation, release the foundation position and elevation of the partition wall, and sprinkle the foundation plane shape with lime powder;
S3:基础开挖,预埋锚栓及现浇混凝土基础;S3: foundation excavation, pre-embedded anchor bolts and cast-in-place concrete foundation;
S4:钢立柱固定于预埋锚栓上,通过锚栓的双螺母调平钢立柱底板标高,高差±5mm;S4: The steel column is fixed on the pre-embedded anchor bolt, and the elevation of the bottom plate of the steel column is leveled through the double nut of the anchor bolt, and the height difference is ±5mm;
S5:将Z字挂件通过螺栓安装在钢立柱的左右两侧;S5: Install the Z-shaped pendant on the left and right sides of the steel column through bolts;
S6:将压型钢板悬挂卡接于Z字挂件,倒U型钢板封顶后,用螺栓将其拧紧固定于钢立柱上。S6: Suspend the profiled steel plate to the Z-shaped pendant. After the inverted U-shaped steel plate is capped, use bolts to fasten it to the steel column.
进一步,在步骤S3中,预埋锚栓长度为60cm,继而现浇混凝土,待混凝土强度达到标准后,保证锚栓露出基础面≥12cm。Further, in step S3, the length of the pre-embedded anchor bolt is 60 cm, and then concrete is cast in place. After the concrete strength reaches the standard, it is ensured that the exposed anchor bolt is ≥ 12 cm from the foundation surface.
单块压型钢板按照制定长度制作,压型钢板两端首尾波谷处切制卡槽口,Z字挂件按照压型钢板模型轧制,Z字挂件与压型钢板在波高部位高度契合,安装时通过螺栓固定Z字挂件到钢立柱上,将压型钢板的卡槽口推至Z字挂件部位放下,单张压型钢板在自重作用下自动卡在Z字挂件位置。A single profiled steel plate is made according to the specified length. The grooves at the beginning and end of the profiled steel plate are cut into slots. The Z-shaped pendant is rolled according to the profiled steel plate model. The Z-shaped pendant and the profiled steel plate are highly matched at the wave height. Fix the Z-shaped pendant to the steel column by bolts, push the notch of the profiled steel plate to the position of the Z-shaped pendant and put it down, and the single profiled steel plate is automatically stuck at the Z-shaped pendant position under the action of its own weight.
压型钢板表面除卡槽口和/或卡接口位置外无洞口,拆卸不产生损耗,作为墙板绿色环保。压型钢板采用卡接的方式,拆搭仅需一推一卡即完成操作,较螺栓、自攻钉等方式节省80%时间。Z字挂件厚度4mm,单一板材卡件4或6个,单张板材整体性能良好,整体墙板更加安全。There is no hole on the surface of the profiled steel plate except for the slot and/or the position of the card interface, and the disassembly will not cause loss, which is green as a wallboard. The profiled steel plate adopts the method of clamping, and it only needs one push and one clamp to complete the operation, which saves 80% of the time compared with bolts and self-tapping screws. The thickness of the Z-shaped pendant is 4mm, and there are 4 or 6 single plate clips. The overall performance of the single plate is good, and the overall wall panel is safer.
钢立柱与基础装配的锚栓采用螺栓连接,钢立柱拆装损耗为零,压型钢板与钢立柱通过Z字挂件卡接,墙体及配件拆装损耗为零,整体拆装不产生建筑垃圾,墙体更加绿色环保。由于工程施工项目频繁转场,其配套拌合站亦随之转场,该料仓隔墙对于此类施工工程的优势尤为明显。The steel column and the anchor bolt of the foundation assembly are connected by bolts, the disassembly and assembly loss of the steel column is zero, the profiled steel plate and the steel column are clamped by the Z-shaped pendant, the disassembly and assembly loss of the wall and accessories is zero, and the overall disassembly and assembly does not produce construction waste , the wall is more green and environmentally friendly. Due to the frequent transfer of engineering construction projects, its supporting mixing stations are also transferred, and the advantages of this silo partition wall for such construction projects are particularly obvious.
该隔墙完全装配式,制作安装简单,当拌合站转移时,无需隔墙构件到场的情况,即可提前完成基础施工;压型钢板与钢立柱卡接,一推一卡即完成安装,相较于螺栓连接省时省力,安装周期随之缩短,大大加快了料场的投产时间,该隔墙在提高隔墙搭建效率、降低施工难度、绿色环保方面表现的更加突出。The partition wall is completely assembled, and the production and installation are simple. When the mixing station is transferred, the foundation construction can be completed in advance without the presence of the partition wall components; Compared with bolt connection, it saves time and effort, and the installation period is shortened, which greatly speeds up the production time of the material yard.
本申请的优势在于,该隔墙的结构简单、部件少,稳固可靠,采用压型钢板抗腐蚀性能好,更加经济,且可降低料仓隔墙施工难度,装配方式快捷方便,提高了隔墙搭建效率;部件可反复利用,具有高效、安全、易操作、低成本、绿色环保等特点。The advantages of the present application are that the partition wall has a simple structure, few components, is stable and reliable, and the profiled steel plate has good corrosion resistance, which is more economical, and can reduce the construction difficulty of the silo partition wall, the assembly method is fast and convenient, and the partition wall is improved. Construction efficiency; components can be reused, with the characteristics of high efficiency, safety, easy operation, low cost, green environmental protection and so on.
以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention shall be included in the protection of the present invention. within the range.
Claims (9)
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CN113529974A (en) * | 2021-06-17 | 2021-10-22 | 中建一局集团建设发展有限公司 | Embedded fastening bolt wall guide system and construction method |
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