CN204715747U - A kind of floor slab construction seam tool-type side form support - Google Patents
A kind of floor slab construction seam tool-type side form support Download PDFInfo
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- CN204715747U CN204715747U CN201520462679.6U CN201520462679U CN204715747U CN 204715747 U CN204715747 U CN 204715747U CN 201520462679 U CN201520462679 U CN 201520462679U CN 204715747 U CN204715747 U CN 204715747U
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- angle steel
- square tube
- hound
- lateral connection
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- 238000010276 construction Methods 0.000 title claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 239000000463 material Substances 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 8
- 238000009415 formwork Methods 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
技术领域：Technical field:
本实用新型涉及建筑施工技术领域，具体涉及一种楼板施工缝工具式侧模支架。 The utility model relates to the technical field of building construction, in particular to a tool-type side form support for floor construction joints.
背景技术：Background technique:
目前混凝土楼板施工缝侧模，一般采用方木背楞固定多层板条，利用铁丝斜拉或用短方木斜撑加固，安装不方便、稳固性差、极易变形，几乎都存在变形缝阴阳角不顺直的问题，造成楼板混凝土接茬效果差、存在裂缝及渗漏隐患，是影响楼板混凝土观感效果的主要因素之一，且存在浪费人工及材料、工效低，耽误进度等问题。 At present, the side formwork of concrete floor construction joints generally adopts square wood back corrugated to fix multi-layer slats, and uses iron wires to pull or reinforce with short square wood diagonal braces. It is inconvenient to install, poor in stability, and easy to deform. Almost all deformation joints have Yin and Yang. The problem that the angle is not straight leads to poor stubble effect of floor concrete, cracks and hidden dangers of leakage, which is one of the main factors affecting the appearance of floor concrete, and there are problems such as waste of labor and materials, low work efficiency, and delays in progress.
实用新型内容：Utility model content:
针对上述问题，本实用新型要解决的技术问题是提供一种结构设计合理、牢固稳定、不会发生踩踏变形及倾斜漏浆，可多次周转，节约材料提高工效，并可大大提高楼板混凝土水平施工缝处的施工质量的楼板施工缝工具式侧模支架。 In view of the above problems, the technical problem to be solved by this utility model is to provide a structure design that is reasonable, firm and stable, does not occur trampling deformation and inclined slurry leakage, can be turned over many times, saves materials and improves work efficiency, and can greatly improve the concrete level of the floor slab. Construction quality floor slab construction joint tool side form support at construction joints.
本实用新型的一种楼板施工缝工具式侧模支架，它包含横向连接杆、竖杆、斜撑杆、角钢、方管；两根竖杆与一根斜撑杆组成一个三角形，斜撑杆一端的顶部设有横向连接杆，横向连接杆的正下方设有角钢，角钢上设有方管，且所述的方管上均匀设有数个通孔。 A tool-type side form support for floor construction joints of the utility model, which includes horizontal connecting rods, vertical rods, diagonal bracing rods, angle steel, and square pipes; two vertical rods and one diagonal bracing rod form a triangle, and the diagonal bracing rod A horizontal connecting rod is arranged on the top of one end, an angle steel is arranged directly under the horizontal connecting rod, a square tube is arranged on the angle steel, and several through holes are uniformly arranged on the square tube.
作为优选，所述的斜撑杆的末端设有圆形垫片。 As a preference, circular gaskets are provided at the ends of the diagonal braces.
本实用新型操作时，先将本支架钉在楼板模板上，在方管部位和斜撑杆部位设钉可确保稳固；楼板水平施工缝的侧模多层板条，利用本侧模支架非常方便安装，支架的底部角钢处凹槽作为多层板条的下部固定，支架就位后在斜撑杆上部绑扎一根临时横杆用作侧模的上部固定；并且在钢筋竖杆上可绑扎一根钢筋用作楼板上排钢筋的支撑马镫，可确保施工缝位置钢筋不被踩踏位移、保证施工缝处钢筋保护层厚度。 When the utility model is operated, the bracket is first nailed on the floor formwork, and the nails are set on the square tube and the diagonal bracing to ensure stability; the side formwork multi-layer slats of the horizontal construction joints of the floor are very convenient to use the side formwork support For installation, the groove at the angle steel at the bottom of the bracket is used as the lower part of the multi-layer slats. After the bracket is in place, a temporary cross bar is tied on the upper part of the diagonal brace to fix the upper part of the side form; The root steel bar is used as a supporting stirrup for the row of steel bars on the floor, which can ensure that the steel bars at the construction joints will not be trampled and displaced, and ensure the thickness of the protective layer of the steel bars at the construction joints.
本实用新型的有益效果：它结构设计合理，操作方便，带有插槽及横向固定杆，可代替施工缝位置的楼板钢筋马镫、便于卡茬多层板条的安装及拆除，且牢固稳定、不会发生踩踏变形及倾斜漏浆，可多次周转，节约材料，提高工效，并可大大提高楼板混凝土水平施工缝处的施工质量。 Beneficial effects of the utility model: it has reasonable structural design, convenient operation, slots and horizontal fixing rods, can replace the floor reinforcement stirrup at the construction joint position, facilitates the installation and removal of stubble multi-layer slats, and is firm and stable. There will be no trampling deformation and inclined slurry leakage, and it can be turned over many times, saving materials, improving work efficiency, and greatly improving the construction quality of the horizontal construction joints of floor concrete.
附图说明：Description of drawings:
为了易于说明，本实用新型由下述的具体实施及附图作以详细描述。 For ease of illustration, the utility model is described in detail by the following specific implementation and accompanying drawings.
图1是本实用新型的结构示意图； Fig. 1 is the structural representation of the utility model;
图2是本实用新型安装时的结构示意图； Fig. 2 is the structural representation when the utility model is installed;
图中： In the picture:
横向连接杆1、竖杆2、斜撑杆3、角钢4、方管5、通孔6、多层板条7、临时横杆8、钢筋9、圆形垫片10。 Transverse connecting rod 1, vertical rod 2, diagonal bracing rod 3, angle steel 4, square pipe 5, through hole 6, multi-layer lath 7, temporary cross rod 8, steel bar 9, circular spacer 10.
具体实施方式：Detailed ways:
如图1至图2所示，本具体实施方式采用以下技术方案：它包含横向连接杆1、竖杆2、斜撑杆3、角钢4、方管5；两根竖杆2与一根斜撑杆3组成一个三角形，斜撑杆3一端的顶部设有横向连接杆1，横向连接杆1的正下方设有角钢4，角钢4上设有方管5，且所述的方管5上均匀设有数个通孔6。 As shown in Figures 1 to 2, this specific embodiment adopts the following technical scheme: it includes a horizontal connecting rod 1, a vertical rod 2, a diagonal brace 3, an angle steel 4, and a square tube 5; two vertical rods 2 and a diagonal The struts 3 form a triangle, the top of one end of the diagonal struts 3 is provided with a transverse connecting rod 1, an angle steel 4 is arranged directly below the transverse connecting rod 1, and a square tube 5 is arranged on the angle steel 4, and on the square tube 5 Several through holes 6 are uniformly provided.
其中，所述的斜撑杆3的末端设有圆形垫片10。 Wherein, the end of the diagonal strut 3 is provided with a circular gasket 10 .
本具体实施方式操作时，先将本支架钉在楼板模板上，在方管5部位和斜撑杆3部位设钉可确保稳固；楼板水平施工缝的侧模多层板条，利用本侧模支架非常方便安装，支架的底部角钢处凹槽作为多层板条7的下部固定，支架就位后在斜撑杆3上部绑扎一根临时横杆8用作侧模的上部固定；并且在钢筋竖杆2上可绑扎一根钢筋9用作楼板上排钢筋的支撑马镫，可确保施工缝位置钢筋不被踩踏位移、保证施工缝处钢筋保护层厚度。 During the operation of this specific embodiment, first nail this bracket on the floor formwork, and set nails at the 5 parts of the square tube and the 3 parts of the diagonal brace to ensure stability; The support is very convenient to install. The groove at the bottom angle steel place of the support is fixed as the bottom of the multi-layer lath 7. After the support is in place, a temporary cross bar 8 is bound on the top of the diagonal brace 3 as the top of the side form for fixing; A steel bar 9 can be bound on the vertical bar 2 as a support stirrup for rowing steel bars on the floor, which can ensure that the construction joint position steel bar is not trampled and displaced, and the thickness of the steel bar cover layer at the construction joint place is guaranteed.
本具体实施方式结构设计合理，操作方便，带有插槽及横向固定杆，可代替施工缝位置的楼板钢筋马镫、便于卡茬多层板条的安装及拆除，且牢固稳定、不会发生踩踏变形及倾斜漏浆，可多次周转，节约材料，提高工效，并可大大提高楼板混凝土水平施工缝处的施工质量。 This specific embodiment has reasonable structural design and convenient operation, with slots and horizontal fixing rods, which can replace the floor steel stirrups at the construction joints, facilitate the installation and removal of multi-layer slats stuck in stubble, and are firm and stable without trampling Deformation and inclined grout leakage can be turned over many times, saving materials, improving work efficiency, and can greatly improve the construction quality of the horizontal construction joints of floor concrete.
以上显示和描述了本实用新型的基本原理和主要特征以及本实用新型的优点。本行业的技术人员应该了解，本实用新型不受上述实施例的限制，上述实施例和说明书中描述的只是说明本实用新型的原理，在不脱离本实用新型精神和范围的前提下，本实用新型还会有各种变化和改进，这些变化和改进都落入要求保护的本实用新型范围内。本实用新型要求保护范围由所附的权利要求书及其等效物界定。 The basic principles and main features of the utility model and the advantages of the utility model have been shown and described above. Those skilled in the industry should understand that the utility model is not limited by the above-mentioned embodiments. The above-mentioned embodiments and descriptions only illustrate the principle of the utility model. Without departing from the spirit and scope of the utility model, the utility model The new model also has various changes and improvements, and these changes and improvements all fall within the scope of the claimed utility model. The scope of protection required by the utility model is defined by the appended claims and their equivalents.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520462679.6U CN204715747U (en) | 2015-06-27 | 2015-06-27 | A kind of floor slab construction seam tool-type side form support |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520462679.6U CN204715747U (en) | 2015-06-27 | 2015-06-27 | A kind of floor slab construction seam tool-type side form support |
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| Publication Number | Publication Date |
|---|---|
| CN204715747U true CN204715747U (en) | 2015-10-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520462679.6U Expired - Fee Related CN204715747U (en) | 2015-06-27 | 2015-06-27 | A kind of floor slab construction seam tool-type side form support |
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| CN (1) | CN204715747U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108533286A (en) * | 2018-04-09 | 2018-09-14 | 中铁四局集团有限公司 | Quick disassembly and assembly positioning fixture for reserved steel bars in tunnel low side wall lining |
| CN113215937A (en) * | 2021-05-21 | 2021-08-06 | 中铁二局集团有限公司 | Construction method of tunnel concrete base layer |
-
2015
- 2015-06-27 CN CN201520462679.6U patent/CN204715747U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108533286A (en) * | 2018-04-09 | 2018-09-14 | 中铁四局集团有限公司 | Quick disassembly and assembly positioning fixture for reserved steel bars in tunnel low side wall lining |
| CN113215937A (en) * | 2021-05-21 | 2021-08-06 | 中铁二局集团有限公司 | Construction method of tunnel concrete base layer |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20151021 Termination date: 20210627 |