CN206643895U - A kind of construction material heap frame - Google Patents
A kind of construction material heap frame Download PDFInfo
- Publication number
- CN206643895U CN206643895U CN201720320709.9U CN201720320709U CN206643895U CN 206643895 U CN206643895 U CN 206643895U CN 201720320709 U CN201720320709 U CN 201720320709U CN 206643895 U CN206643895 U CN 206643895U
- Authority
- CN
- China
- Prior art keywords
- hole
- crossbeam
- bottom girder
- heap frame
- pillar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000004035 construction material Substances 0.000 title claims abstract 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims 3
- 230000013011 mating Effects 0.000 claims 1
- 210000003205 muscle Anatomy 0.000 claims 1
- 230000001012 protector Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 6
- 238000009434 installation Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 239000004566 building material Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000005192 partition Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
技术领域technical field
本实用新型属于建筑领域,具体涉及一种建筑材料用堆架。The utility model belongs to the construction field, in particular to a stacking frame for building materials.
背景技术Background technique
施工现场钢筋线材或管材需要根据型号、尺寸按要求分区堆放,并进行相应标识,现场通常做法是采用木方、木枕、架管做为垫块,通过架管固定进行分区,施工麻烦,材料损耗较大且不美观。Rebar wires or pipes on the construction site need to be stacked according to the type and size according to the requirements, and correspondingly marked. The usual practice on site is to use wooden squares, wooden sleepers, and frame pipes as cushions, and fix the partitions through frame pipes. The construction is troublesome and the material is wasted. Large and unsightly.
实用新型内容Utility model content
本实用新型的目的在于,提供一种装拆方便的堆架,以实现不同类型建筑材料的分类分区堆放,防止线材的使用混淆,提高施工效率。The purpose of the utility model is to provide a stacking rack that is easy to assemble and disassemble, so as to realize the classification and partition stacking of different types of building materials, prevent the confusion of the use of wire materials, and improve the construction efficiency.
本实用新型的技术方案为:一种建筑材料用堆架,包括底梁、横梁和支柱,所述底梁上开设有多个与支柱横截面匹配的竖直孔槽,所述支柱直接插入在孔槽内,所述底梁、横梁和支柱的数量均至少为2根,所述底梁两端的侧部均开设有与底梁宽度方向一致的孔洞,所述横梁的横截面与孔洞相匹配,横梁穿过孔洞将各根底梁连接在一起。The technical scheme of the utility model is: a stacking frame for building materials, including a bottom beam, a cross beam and a pillar, the bottom beam is provided with a plurality of vertical holes matching the cross-section of the pillar, and the pillar is directly inserted into the In the hole groove, the number of the bottom beam, the cross beam and the pillar is at least 2, and the sides of the two ends of the bottom beam are provided with holes consistent with the width direction of the bottom beam, and the cross section of the cross beam matches the hole , the crossbeams pass through the holes to connect the bottom beams together.
采用的这样的结构设计,横梁、底梁和支柱之间通过相应的插孔或插槽固定连接,装拆方便,便于快速将堆架各个部件组装成堆架;横梁与底梁组成底部框架,可以根据需要确定底梁数量,先用不同长度的底梁或横梁,以组装成不同尺寸规格的底部框架,从而提高堆架的适用能力。With such a structural design, the beams, bottom beams and pillars are fixedly connected through corresponding sockets or slots, which is convenient for assembly and disassembly, and is convenient for quickly assembling the various parts of the stacker into a stacker; the beam and the bottom beam form the bottom frame, The number of bottom beams can be determined according to needs, and bottom beams or cross beams of different lengths can be used to assemble bottom frames of different sizes, so as to improve the applicability of the stacking rack.
进一步地,所述横梁包括第一横梁节、第二横梁节和固定板,所述第一横梁节和第二横梁节一端的侧部均开设有螺纹孔,所述固定板上开设有与螺纹孔匹配的孔,所述第一横梁节和第二横梁节通过螺栓和固定板的配合作用连接在一起,将横梁分为两节,方便横梁的搬运、组装,提高拆装的便利性。Further, the beam includes a first beam section, a second beam section and a fixing plate, threaded holes are provided on the sides of one end of the first beam section and the second beam section, and threaded holes are provided on the fixing plate. The holes match the holes, the first beam section and the second beam section are connected together through the cooperation of bolts and fixing plates, and the beam is divided into two sections, which facilitates the handling and assembly of the beam and improves the convenience of disassembly.
进一步地,所述横梁与底梁接触处的两侧开设有插销孔,所述插销孔紧挨底梁设置,所述插销孔内插设有插栓,所述插栓的顶部高于插销孔的上表面,通过插销孔和插栓的设计,可以在安装时对底梁进行定位,同时,在两侧均设置插销孔,可以防止安装完成后,横梁相对底梁移位,影响堆架的正常使用。Further, there are bolt holes on both sides of the contact between the cross beam and the bottom beam, and the bolt holes are set close to the bottom beam, and a plug is inserted in the bolt hole, and the top of the plug is higher than the bolt hole Through the design of the pin hole and the pin, the bottom beam can be positioned during installation. At the same time, pin holes are set on both sides, which can prevent the beam from shifting relative to the bottom beam after installation, which will affect the stability of the stacker. Normal use.
进一步地,所述底梁为T型梁,该T型梁包括梁体和基座,所述梁体与基座的顶部一体连接,所述基座的宽度大于梁体的宽度,在节省材料的同时减小堆架对地面的压强大小。Further, the bottom beam is a T-shaped beam, and the T-shaped beam includes a beam body and a base, and the beam body is integrally connected with the top of the base, and the width of the base is greater than that of the beam body, saving material While reducing the pressure of the stacker on the ground.
优选地,所述底梁为混凝土预制梁,所述梁体顶部的两侧边缘均设有护角角钢,保护底梁不受损坏,提高底梁的承重能力。Preferably, the bottom beam is a prefabricated concrete beam, and angle steels are provided on both sides of the top of the beam to protect the bottom beam from damage and improve the load-bearing capacity of the bottom beam.
进一步地,所述孔槽的深度为250~350mm,优选为300mm。Further, the depth of the hole is 250-350mm, preferably 300mm.
进一步地,所述支柱的长度为800~1500mm,优选为1100mm。Further, the length of the pillar is 800-1500mm, preferably 1100mm.
进一步地,所述横梁由工字钢制成。Further, the beam is made of I-beam.
进一步地,所述支柱由工字钢制成。Further, the pillar is made of I-beam.
进一步地,所述底梁的两端设有吊筋,以方便底梁的吊运。Further, hanging ribs are provided at both ends of the bottom beam to facilitate the lifting of the bottom beam.
进一步地,所述底梁的数量为5根,每根底梁上设有7个孔槽和2个孔洞。Further, the number of the bottom beams is 5, and each bottom beam is provided with 7 slots and 2 holes.
相对于现有技术,本实用新型的堆架具有如下有益效果:Compared with the prior art, the utility model has the following beneficial effects:
(1)拆装方便、快捷,可在最短的时间内完成临时设施配套建设;(1) It is convenient and quick to disassemble and assemble, and the supporting construction of temporary facilities can be completed in the shortest time;
(2)该堆架为装配式,可重复利用,降低了临时设施成本;(2) The stacking rack is assembled and can be reused, which reduces the cost of temporary facilities;
(3)各个构件上可以设置标示物,同时满足堆放标识要求,使用方便,整体美观;(3) Markers can be set on each component, and at the same time meet the requirements for stacking and marking, easy to use, and overall beautiful;
(4)堆架的整体性和稳定高,各构件通过型钢连接在一起,提高了堆架整体性和强度,现场安全度高。(4) The integrity and stability of the stacking rack are high, and all components are connected together by section steel, which improves the integrity and strength of the stacking rack, and the site safety is high.
附图说明Description of drawings
图1是本实用新型第一种实施方式的堆架的俯视图。Fig. 1 is a top view of a stacker according to the first embodiment of the present invention.
图2是本实用新型第一种实施方式的堆架的侧视图。Fig. 2 is a side view of the stacker in the first embodiment of the present invention.
图3是图2中Ⅰ部分的放大图(未安装状态下)。Figure 3 is an enlarged view of part I in Figure 2 (uninstalled state).
图4本实用新型第一种实施方式的堆架的正视图。Fig. 4 is a front view of the stacker of the first embodiment of the utility model.
图5是图4中Ⅱ部分的放大图。Fig. 5 is an enlarged view of part II in Fig. 4 .
图6是本实用新型第一种实施方式的横梁的分解结构示意图。Fig. 6 is a schematic diagram of the exploded structure of the beam of the first embodiment of the present invention.
图7是本实用新型的第一种实施方式的底梁的俯视图。Fig. 7 is a top view of the bottom beam of the first embodiment of the present utility model.
图8是沿图7中1-1线的剖面结构示意图。Fig. 8 is a schematic cross-sectional structure diagram along line 1-1 in Fig. 7 .
图9是沿图7中2-2线的剖面结构示意图。Fig. 9 is a schematic cross-sectional structure diagram along line 2-2 in Fig. 7 .
图10是本实用新型的第一种实施方式的底梁的侧视图。Fig. 10 is a side view of the bottom beam of the first embodiment of the present invention.
具体实施方式detailed description
以下将参考附图并结合实施例来详细说明本实用新型。需要说明的是,在不冲突的情况下,本实用新型中的实施例及实施例中的特征可以相互组合。为叙述方便,下文中如出现“上”、“下”、“左”、“右”字样,仅表示与附图本身的上、下、左、右方向一致,并不对结构起限定作用。The utility model will be described in detail below with reference to the accompanying drawings and embodiments. It should be noted that, in the case of no conflict, the embodiments of the present invention and the features in the embodiments can be combined with each other. For the convenience of description, if the words "up", "down", "left" and "right" appear in the following, it only means that the directions of up, down, left and right are consistent with the drawings themselves, and do not limit the structure.
图1至图10是本实施方式的堆架及堆架的各结构的示意图,具体地,该堆架,包括5根底梁1、2根横梁2和35根支柱3,每根底梁1上开设有7个与支柱3横截面匹配的竖直孔槽102,所述支柱3直接插入在孔槽102内,底梁1两端的侧部均开设有与底梁1宽度方向一致的孔洞101,横梁2的横截面与孔洞101相匹配,横梁2穿过孔洞101将各根底梁1连接在一起。1 to 10 are schematic diagrams of stacking racks and their respective structures in the present embodiment. Specifically, the stacking racks include 5 bottom beams 1, 2 beams 2 and 35 pillars 3, and each bottom beam 1 is provided with There are 7 vertical holes 102 matching the cross section of the pillar 3, the pillar 3 is directly inserted into the hole 102, the sides of the bottom beam 1 are provided with holes 101 in the same width direction as the bottom beam 1, and the cross beam The cross section of 2 matches the hole 101, and the beam 2 passes through the hole 101 to connect the bottom beams 1 together.
其中,横梁2包括第一横梁节203、第二横梁节204和固定板4,所述第一横梁节203和第二横梁节204一端的侧部均开设有螺纹孔201,所述固定板4上开设有与螺纹孔201匹配的孔,所述第一横梁节203和第二横梁节204通过螺栓和固定板4的配合作用连接在一起;横梁2与底梁1接触处的两侧分别开设有2个插销孔202,插销孔202紧挨底梁1设置,插销孔202内插设有插栓5,所述插栓5的顶部高于插销孔202的上表面;底梁1为T型梁,该T型梁包括梁体103和基座105,梁体103与基座105的顶部一体连接,所述基座105的宽度大于梁体103的宽度,底梁1由混凝土预制梁制成,梁体103顶部的两侧边缘均设有护角角钢106;孔槽102的深度为300mm,支柱3的长度为1100mm;横梁2由工字钢制成,支柱3由工字钢制成,底梁1的两端设有吊筋104。Wherein, the crossbeam 2 comprises a first crossbeam section 203, a second crossbeam section 204 and a fixing plate 4, the side parts of one end of the first crossbeam section 203 and the second crossbeam section 204 are provided with threaded holes 201, and the fixing plate 4 A hole matching the threaded hole 201 is opened on the top, and the first beam section 203 and the second beam section 204 are connected together through the cooperation of the bolt and the fixing plate 4; There are 2 bolt holes 202, which are set close to the bottom beam 1, and a bolt 5 is inserted in the bolt hole 202, and the top of the bolt 5 is higher than the upper surface of the bolt hole 202; the bottom beam 1 is T-shaped Beam, the T-shaped beam includes a beam body 103 and a base 105, the beam body 103 is integrally connected with the top of the base 105, the width of the base 105 is greater than the width of the beam body 103, the bottom beam 1 is made of concrete prefabricated beam, the beam Both sides of the top of the body 103 are provided with corner angle steel 106; the depth of the hole 102 is 300 mm, and the length of the pillar 3 is 1100 mm; the beam 2 is made of I-shaped steel, the pillar 3 is made of I-shaped steel, and the bottom beam The two ends of 1 are provided with hanging bar 104.
本实施方式的混凝土预制梁中设置有钢筋骨架,以保证底梁1的抗压强度;另外,底梁1上设置孔槽102处的部分,还预埋有箍筋,以提高底梁1孔槽部位的抗横向作用力的能力,在使用过程中满足堆载抗压要求,满足构件运输、吊装、安装过程中的强度要求。The concrete prefabricated beam of the present embodiment is provided with a reinforced skeleton to ensure the compressive strength of the bottom beam 1; in addition, the part where the hole groove 102 is arranged on the bottom beam 1 is also pre-embedded with stirrups to improve the bottom beam 1 hole. The ability of the groove to resist lateral force can meet the requirements of surcharge and compression during use, and meet the strength requirements of component transportation, hoisting and installation.
实际安装时,用于搁置堆架的地坪要求硬化处理,地坪的承载能力不得低于设计值,地坪表面平整,不得积水,堆放区域整体地坪可适当考虑统一放坡。During actual installation, the floor used for stacking racks requires hardening treatment. The bearing capacity of the floor should not be lower than the design value.
该堆架的具体安装步骤为:首先,定位,按照图1的布置,在地面进行放线划线,然后进行吊装,将底梁1利用吊车或随车吊吊装至定位位置,并进行复核;再进行横梁的安装,将随车的横梁2垂直于底梁1放置,依次插入孔洞103内,并进行适当位置调整,用插栓5对底梁1或横梁2进行限位;随后,在各个底梁1的孔槽102内插入支柱3,共35根,即可组装完毕。根据需要,可在某些构件上设置标识,以起到提醒或区分作用。The specific installation steps of the stacking frame are: firstly, positioning, according to the layout in Figure 1, line setting out and marking on the ground, and then hoisting, hoisting the bottom beam 1 to the positioning position by using a crane or a truck-mounted crane, and performing a review; Carry out the installation of the crossbeam again, place the crossbeam 2 of the vehicle perpendicular to the bottom beam 1, insert it in the hole 103 in turn, and adjust the proper position, and limit the bottom beam 1 or crossbeam 2 with the plug 5; The holes 102 of the bottom beam 1 are inserted into the pillars 3, a total of 35, and the assembly can be completed. As required, signs can be set on some components to remind or distinguish them.
上述实施例阐明的内容应当理解为这些实施例仅用于更清楚地说明本实用新型,而不用于限制本实用新型的范围,在阅读了本实用新型之后,本领域技术人员对本实用新型的各种等价形式的修改均落入本申请所附权利要求所限定的范围。The above-mentioned embodiments should be understood that these embodiments are only used to illustrate the utility model more clearly, and are not intended to limit the scope of the utility model. After reading the utility model, those skilled in the art will understand each aspect of the utility model Modifications in various equivalent forms all fall within the scope defined by the appended claims of this application.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720320709.9U CN206643895U (en) | 2017-03-30 | 2017-03-30 | A kind of construction material heap frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720320709.9U CN206643895U (en) | 2017-03-30 | 2017-03-30 | A kind of construction material heap frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206643895U true CN206643895U (en) | 2017-11-17 |
Family
ID=60278693
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720320709.9U Expired - Fee Related CN206643895U (en) | 2017-03-30 | 2017-03-30 | A kind of construction material heap frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206643895U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067387A (en) * | 2018-01-24 | 2019-07-30 | 五冶集团上海有限公司 | A kind of reinforcing bar stockyard production method based on fashioned iron |
| CN110116867A (en) * | 2019-03-27 | 2019-08-13 | 中国建筑第四工程局有限公司 | A kind of transporting precast beams damping device |
-
2017
- 2017-03-30 CN CN201720320709.9U patent/CN206643895U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067387A (en) * | 2018-01-24 | 2019-07-30 | 五冶集团上海有限公司 | A kind of reinforcing bar stockyard production method based on fashioned iron |
| CN110116867A (en) * | 2019-03-27 | 2019-08-13 | 中国建筑第四工程局有限公司 | A kind of transporting precast beams damping device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102839678B (en) | Structure for improving rigidity and stability of foundation pit steel support | |
| CN105256917A (en) | Prestressed shear wall and vertical joint combining-connecting structure and construction method thereof | |
| CN104018581A (en) | Prestress concrete F slab and framework structure system | |
| CN110485553A (en) | A kind of assembled architecture and its assembly method on prefabricated assembled basis | |
| CN203594213U (en) | Flexible assembling and disassembling bearing truss | |
| CN108625488A (en) | A kind of detachable reinforcing steel truss plate end support node structure and construction method | |
| CN109230155B (en) | Prefabricated wallboard piling bin | |
| CN110805289A (en) | Plug-in unloading platform and construction method | |
| CN101858139A (en) | Concrete casting platform | |
| CN206643895U (en) | A kind of construction material heap frame | |
| CN203257112U (en) | Detachable assembly type safety protective shed | |
| CN204753397U (en) | Temporary mounting hanger for steel box bridge | |
| CN205990773U (en) | A kind of construction discharging platform | |
| CN109469083A (en) | Foundation beam reinforcement cage assembly system and its construction method | |
| CN207048307U (en) | A kind of support body of folding type hydraulic creeping formwork | |
| CN104612291A (en) | Non-dismantling heat preservation wall module unit | |
| CN206289988U (en) | Overhanging unloading platform and material transfer device | |
| CN207160354U (en) | An integrated assembled lightweight floor slab | |
| CN205348731U (en) | Core section of thick bamboo reinforcing bar post is from promoting formula operation platform | |
| CN204510538U (en) | A kind of disassembly-free heat-insulation wall body module unit | |
| CN109809278B (en) | Frame type lightweight composite car bottom | |
| CN211142816U (en) | Construction platform | |
| CN103103994A (en) | Detachable top plate reinforcing support device and application thereof | |
| CN209556320U (en) | A steel structure work platform for super high-rise building core tube construction | |
| CN209080444U (en) | Prefabricated components transfer carriage |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171117 |