CN205314161U - Shaft runner template - Google Patents
Shaft runner template Download PDFInfo
- Publication number
- CN205314161U CN205314161U CN201521038308.1U CN201521038308U CN205314161U CN 205314161 U CN205314161 U CN 205314161U CN 201521038308 U CN201521038308 U CN 201521038308U CN 205314161 U CN205314161 U CN 205314161U
- Authority
- CN
- China
- Prior art keywords
- flat iron
- formwork
- water inlet
- wall
- iron frame
- 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 - Lifetime
Links
Landscapes
- Revetment (AREA)
Abstract
本实用新型涉及一种混凝土模板,尤其是一种竖井流道模板。一种竖井流道模板,包括进水口外壁模板和进水口内壁模板;所述进水口外壁模板包括扁铁边框、槽钢肋骨、槽钢围檀、扁铁加劲板、连接板、面板、扁铁边框、模板拼缝、流道竖井内壁钢衬,流道竖井内壁钢衬位于进水口外壁模板内部,扁铁边框位于进水口外壁模板外侧,用于形成进水口外壁模板外框。本实用新型克服了因木模多层施工引起尺寸偏差、线性不符、平整度差等弊病,采用异形钢模施工,确保了混凝土表面与设计线性吻合,确保了流道通水顺畅;减少了因水平施工缝处理不当而引起钢筋腐蚀的机率。
The utility model relates to a concrete formwork, in particular to a shaft runner formwork. A shaft flow channel formwork, comprising a water inlet outer wall formwork and a water inlet inner wall formwork; the water inlet outer wall formwork includes a flat iron frame, channel steel ribs, channel steel surrounds, flat iron stiffening plates, connecting plates, panels, flat iron Frame, formwork joints, steel lining of the inner wall of the runner shaft, the steel lining of the inner wall of the runner shaft is located inside the outer wall formwork of the water inlet, and the flat iron frame is located outside the outer wall formwork of the water inlet to form the outer frame of the outer wall formwork of the water inlet. The utility model overcomes the disadvantages of dimensional deviation, linearity inconsistency, and poor flatness caused by the multi-layer construction of wooden formwork, and adopts special-shaped steel formwork construction to ensure that the concrete surface is in line with the design and ensure smooth flow of water in the flow channel; Probability of reinforcement corrosion caused by improper handling of horizontal construction joints.
Description
技术领域 technical field
本实用新型涉及一种混凝土模板,尤其是一种竖井流道模板。 The utility model relates to a concrete formwork, in particular to a shaft runner formwork.
背景技术 Background technique
以往竖井贯流泵流道混凝土均采用木模施工技术,虽然精细木工师傅在异形木模放样、制作上有一套独特的加工手艺,但木模多层施工引起尺寸偏差、线性不符、平整度差等弊病,成型流道通水条件与设计工况偏差较大,造成泵站运行期间产生的水头损失较大。 In the past, the concrete of the flow channel of the vertical shaft cross-flow pump used wooden formwork construction technology. Although the master carpenter has a unique processing technology in the lofting and production of special-shaped wooden formwork, the multi-layer construction of wooden formwork caused dimensional deviation, inconsistent linearity, and poor flatness. And other disadvantages, the water flow conditions of the forming flow channel deviate greatly from the design working conditions, resulting in a large head loss during the operation of the pump station.
实用新型内容 Utility model content
为了解决现有技术存在的不足,本实用新型提供了一种加工精度高、能进行多层施工的竖井流道模板。 In order to solve the deficiencies in the prior art, the utility model provides a shaft runner formwork with high processing precision and capable of multi-layer construction.
本实用新型中的一种竖井流道模板,包括进水口外壁模板和进水口内壁模板;所述进水口外壁模板包括扁铁边框、槽钢肋骨、槽钢围檀、扁铁加劲板、连接板、面板、扁铁边框、模板拼缝、流道竖井内壁钢衬,流道竖井内壁钢衬位于进水口外壁模板内部,扁铁边框位于进水口外壁模板外侧,用于形成进水口外壁模板外框,扁铁加劲板连接在相连扁铁边框上,加强扁铁边框强度;槽钢围檀用于固定用于加固扁铁边框,形成稳定结构;连接板用于将槽钢围檀两端固定在扁铁边框上;面板为5mm厚钢板,面板位于进水口外壁模板内部,形成进水口外壁模板内表面;所述进水口内壁模板包括第二扁铁加劲板、第二面板、第二扁铁边框、第二槽钢肋骨、第二槽钢围檀、第二连接板、第三扁铁边框,第二扁铁边框和第三扁铁边框形成进水口内壁模板设定的形状,第二扁铁边框内部设有第二槽钢肋骨,用于提高第二扁铁边框的强度,进水口内壁模板内侧设有5MM厚的第二面板,两层第二扁铁边框之间连有起固定作用的第二扁铁加劲板,所述进水口内壁模板外侧设有第二连接板。 A shaft runner formwork in the utility model includes a water inlet outer wall formwork and a water inlet inner wall formwork; the water inlet outer wall formwork includes a flat iron frame, channel steel ribs, channel steel enclosures, flat iron stiffening plates, and connecting plates , panel, flat iron frame, formwork patchwork, steel lining on the inner wall of the runner shaft, the steel lining on the inner wall of the runner shaft is located inside the outer wall formwork of the water inlet, and the flat iron frame is located outside the outer wall formwork of the water inlet to form the outer frame of the outer wall formwork of the water inlet , the flat iron stiffener is connected to the connected flat iron frame to strengthen the strength of the flat iron frame; the channel steel frame is used to fix the flat iron frame to form a stable structure; the connecting plate is used to fix the two ends of the channel steel frame on the On the flat iron frame; the panel is a 5mm thick steel plate, and the panel is located inside the outer wall formwork of the water inlet to form the inner surface of the outer wall formwork of the water inlet; the inner wall formwork of the water inlet includes a second flat iron stiffener, a second panel, and a second flat iron frame , the second channel steel ribs, the second channel steel enclosure, the second connecting plate, the third flat iron frame, the second flat iron frame and the third flat iron frame form the shape set by the template of the inner wall of the water inlet, and the second flat iron frame There is a second channel steel rib inside the frame, which is used to improve the strength of the second flat iron frame. A 5MM thick second panel is provided on the inner side of the water inlet inner wall formwork, and a fixing plate is connected between the two layers of the second flat iron frame. As for the second flat iron stiffening plate, a second connecting plate is arranged on the outer side of the inner wall template of the water inlet.
作为优选,扁铁边框和第二扁铁边框为厚10mm、宽63mm;第三扁铁边框16为厚12mm、宽80mm。 Preferably, the flat iron frame and the second flat iron frame are 10mm thick and 63mm wide; the third flat iron frame 16 is 12mm thick and 80mm wide.
作为优选,扁铁加劲板和第二扁铁加劲板为厚10mm、宽63mm。 Preferably, the flat iron stiffened plate and the second flat iron stiffened plate are 10 mm thick and 63 mm wide.
本实用新型的有益效果:流道面外表成型美观,克服了因木模多层施工引起尺寸偏差、线性不符、平整度差等弊病,采用异形钢模施工,确保了混凝土表面与设计线性吻合,确保了流道通水顺畅;减少了因水平施工缝处理不当而引起钢筋腐蚀的机率;采用异形钢模一次性浇筑施工,较传统木模浇筑施工,工期要大大缩短,可以提早投入运行,提早发挥泵站效益;浇筑仓面布置一步到位,模板及下部满堂式支架,周转时间大大减小;施工作业连续、集中,材料二次搬运少,机械设备利用率较高。 The beneficial effects of the utility model: the appearance of the runner surface is beautifully shaped, and the disadvantages of size deviation, linearity inconsistency, and poor flatness caused by the multi-layer construction of the wooden formwork are overcome. The construction of the special-shaped steel formwork ensures that the concrete surface is in line with the design linearity, It ensures the smooth flow of water in the flow channel; reduces the probability of corrosion of steel bars caused by improper handling of horizontal construction joints; adopts special-shaped steel molds for one-time pouring construction, which greatly shortens the construction period compared with traditional wooden mold pouring construction, and can be put into operation earlier. Make full use of the benefits of the pumping station; the layout of the pouring warehouse is in place in one step, the formwork and the lower full-height support greatly reduce the turnaround time; the construction operation is continuous and concentrated, the secondary handling of materials is less, and the utilization rate of mechanical equipment is high.
附图说明 Description of drawings
图1为进水口外壁模板俯视图。 Figure 1 is a top view of the outer wall template of the water inlet.
图2为进水口外壁模板主视图。 Fig. 2 is the front view of the outer wall template of the water inlet.
图3为进水口内壁模板俯视图。 Figure 3 is a top view of the water inlet inner wall formwork.
图4为进水口内壁模板主视图。 Fig. 4 is the front view of the inner wall template of the water inlet.
图中标记:1、扁铁边框,2、槽钢肋骨,3、槽钢围檀,4、扁铁加劲板,5、连接板,6、面板,7、扁铁边框,8、模板拼缝,9、流道竖井内壁钢衬,10、第二扁铁加劲板,11、第二面板,12、第二扁铁边框,13、第二槽钢肋骨,14、第二槽钢围檀,15、第二连接板,16、第三扁铁边框。 Marks in the figure: 1. Flat iron frame, 2. Channel steel ribs, 3. Channel steel enclosure, 4. Flat iron stiffener, 5. Connecting plate, 6. Panel, 7. Flat iron frame, 8. Formwork patchwork , 9. Steel lining on the inner wall of the runner shaft, 10. The second flat iron stiffener, 11. The second panel, 12. The second flat iron frame, 13. The second channel steel rib, 14. The second channel steel enclosure, 15, the second connecting plate, 16, the third flat iron frame.
具体实施方式 detailed description
下面结合附图对本实用新型作进一步详细说明,但不应将此理解为本实用新型的上述主题的范围仅限于上述实施例。 The utility model will be described in further detail below in conjunction with the accompanying drawings, but it should not be understood that the scope of the above-mentioned subject of the utility model is limited to the above-mentioned embodiments.
一种竖井流道模板,包括进水口外壁模板和进水口内壁模板;如图1-2所示,所述进水口外壁模板包括扁铁边框1、槽钢肋骨2、槽钢围檀3、扁铁加劲板4、连接板5、面板6、扁铁边框7、模板拼缝8、流道竖井内壁钢衬9,流道竖井内壁钢衬9位于进水口外壁模板内部,扁铁边框1位于进水口外壁模板外侧,用于形成模板外框,扁铁加劲板4连接在相连扁铁边框上,加强扁铁边框强度;槽钢围檀3用于固定用于加固扁铁边框,形成稳定结构;连接板5用于将槽钢围檀3两端固定在扁铁边框1上;面板6为5mm厚钢板,面板6位于进水口外壁模板内部,形成进水口外壁模板内表面;如图3-4所示,所述进水口内壁模板包括第二扁铁加劲板10、第二面板11、第二扁铁边框12、第二槽钢肋骨13、第二槽钢围檀14、第二连接板15、第三扁铁边框16,第二扁铁边框12和第三扁铁边框16形成进水口内壁模板设定的形状,第二扁铁边框12内部设有第二槽钢肋骨13,用于提高第二扁铁边框12的强度,进水口内壁模板内侧设有5MM厚的第二面板11,两层第二扁铁边框12之间连有起固定作用的第二扁铁加劲板10,所述进水口内壁模板外侧设有第二连接板15。扁铁边框1和第二扁铁边框12为厚10mm、宽63mm;第三扁铁边框16为厚12mm、宽80mm;扁铁加劲板4和第二扁铁加劲板10为厚10mm、宽63mm;槽钢肋骨2和第二槽钢肋骨13为3号槽钢;连接板5和第二连接板15为厚10mm、宽100、高240mm的连接板。 A shaft runner formwork, comprising a water inlet outer wall formwork and a water inlet inner wall formwork; as shown in Figure 1-2, the water inlet outer wall formwork includes a flat iron frame 1, channel steel ribs 2, channel steel surrounds 3, flat Iron stiffening plate 4, connecting plate 5, panel 6, flat iron frame 7, formwork joint 8, runner shaft inner wall steel lining 9, runner shaft inner wall steel lining 9 is located inside the water inlet outer wall formwork, flat iron frame 1 is located in the inlet The outside of the outer wall formwork of the nozzle is used to form the outer frame of the formwork. The flat iron stiffener 4 is connected to the connected flat iron frame to strengthen the strength of the flat iron frame; the channel steel enclosure 3 is used to fix and reinforce the flat iron frame to form a stable structure; The connecting plate 5 is used to fix both ends of the channel steel enclosure 3 on the flat iron frame 1; the panel 6 is a 5mm thick steel plate, and the panel 6 is located inside the outer wall formwork of the water inlet to form the inner surface of the outer wall formwork of the water inlet; as shown in Figure 3-4 As shown, the water inlet inner wall template includes a second flat iron stiffener 10, a second panel 11, a second flat iron frame 12, a second channel steel rib 13, a second channel steel surround 14, and a second connecting plate 15 , the 3rd flat iron frame 16, the 2nd flat iron frame 12 and the 3rd flat iron frame 16 form the shape that water inlet inner wall formwork sets, the second flat iron frame 12 inside is provided with the second channel steel rib 13, is used to improve For the strength of the second flat iron frame 12, the inside of the water inlet inner wall template is provided with a 5MM thick second panel 11, and the second flat iron stiffener 10 that plays a fixing role is connected between the second flat iron frame 12 of two layers. A second connecting plate 15 is provided outside the water inlet inner wall template. The flat iron frame 1 and the second flat iron frame 12 are 10mm thick and 63mm wide; the third flat iron frame 16 is 12mm thick and 80mm wide; the flat iron stiffening plate 4 and the second flat iron stiffening plate 10 are 10mm thick and 63mm wide ; The channel steel rib 2 and the second channel steel rib 13 are No. 3 channel steel; the connecting plate 5 and the second connecting plate 15 are connecting plates with a thickness of 10mm, a width of 100mm and a height of 240mm.
流道顶模支架采用Φ48×3.50脚手架钢管搭设,底板混凝土以下支架采用Φ28钢筋,并预埋在已浇筑底板混凝土内。顶模底部铺设100×100方木,间距25cm。脚手架搭设具体尺寸为:立杆的横距b=0.50m,立杆的纵距=1.00m,立杆的步距h=1.50m。 The support of the top mold of the runner is erected with Φ48×3.50 scaffolding steel pipes, and the support below the bottom slab concrete is made of Φ28 steel bars, which are pre-buried in the poured bottom slab concrete. Lay 100×100 square timber at the bottom of the top form with a spacing of 25cm. The specific dimensions of the scaffold erection are: the horizontal distance of the pole b=0.50m, the vertical distance of the pole=1.00m, and the step distance of the pole h=1.50m.
流道及竖井内壁模板悬空固定,采用预埋10#工字钢在已浇筑底板混凝土内,并设10#工字钢伸缩节,以便安装调节高程。竖井内壁采用25#工字钢对撑加固,间距1.00m。 The formwork of the runner and the inner wall of the shaft is suspended and fixed, and the pre-embedded 10# I-beam is used in the poured floor concrete, and the 10# I-beam expansion joint is installed to facilitate the installation and adjustment of the height. The inner wall of the shaft is reinforced with 25# I-beam braces with a spacing of 1.00m.
流道顶模采用先预留0.5m×0.5m的孔洞,间距5m。底板混凝土从预留孔中通过溜筒入仓,待底板混凝土浇筑完毕后,封闭洞口。预留孔位置模板外楞与其余部位独立,并具有安装简单的的功能。流道内壁侧墙中部隔2m留一0.5m×0.5m的预留孔,作为线性圆弧角附近混凝土的振捣补振区,确保流道侧墙混凝土的质量。 The top mold of the runner adopts holes of 0.5m×0.5m reserved first, with a distance of 5m. The bottom slab concrete enters the warehouse through the chute from the reserved hole, and the hole is closed after the bottom slab concrete is poured. The outer corrugation of the template at the reserved hole position is independent from other parts, and has the function of simple installation. A reserved hole of 0.5m×0.5m is reserved in the middle of the side wall of the inner wall of the flow channel at intervals of 2m, which is used as a vibration compensation area for the concrete near the linear arc angle to ensure the quality of the concrete of the side wall of the flow channel.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521038308.1U CN205314161U (en) | 2015-12-15 | 2015-12-15 | Shaft runner template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521038308.1U CN205314161U (en) | 2015-12-15 | 2015-12-15 | Shaft runner template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205314161U true CN205314161U (en) | 2016-06-15 |
Family
ID=56185892
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521038308.1U Expired - Lifetime CN205314161U (en) | 2015-12-15 | 2015-12-15 | Shaft runner template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205314161U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108130889A (en) * | 2017-12-25 | 2018-06-08 | 上海市水利工程集团有限公司 | Pump lock main body bottom plate and flow channel layer side wall step construction joint method for production |
| CN113211586A (en) * | 2021-05-19 | 2021-08-06 | 浙江省第一水电建设集团股份有限公司 | Manufacturing method of special-shaped wood formwork for special-shaped runner construction |
-
2015
- 2015-12-15 CN CN201521038308.1U patent/CN205314161U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108130889A (en) * | 2017-12-25 | 2018-06-08 | 上海市水利工程集团有限公司 | Pump lock main body bottom plate and flow channel layer side wall step construction joint method for production |
| CN113211586A (en) * | 2021-05-19 | 2021-08-06 | 浙江省第一水电建设集团股份有限公司 | Manufacturing method of special-shaped wood formwork for special-shaped runner construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104631512B (en) | Hang modulus method after-pouring band beam-slab construction method | |
| CN204386159U (en) | A kind of gang form for pillar construction | |
| CN101368444A (en) | New steel-wood combined door and window opening shaped formwork and its installation method | |
| CN204703498U (en) | Wall of High-building deformation joint template construction structure | |
| CN103306463B (en) | Metal liner concrete air channel construction method | |
| WO2024061351A1 (en) | Construction formwork for arc-shaped overhanging eave of building | |
| CN206957042U (en) | Light composite heat insulation outer wall plate and particular manufacturing craft | |
| CN205314161U (en) | Shaft runner template | |
| CN205976468U (en) | Shear force wall structural distortion seam construction formwork assembly | |
| CN102535841A (en) | Construction technology of prefabricated wall panel | |
| CN205224080U (en) | Cup -shaped basic construction structures of contact net | |
| CN204199687U (en) | A kind of bath is fallen plate-girder side shaping tool formula between defending and is hung die device | |
| CN206953254U (en) | Shaped steel combination floor makes mould | |
| CN110409801B (en) | Construction method and structure of double-layer large-angle inclined light concrete outer partition wall | |
| CN104295093B (en) | Between frame construction twin columns, deformation joint builds the construction method of formwork system | |
| CN204728698U (en) | The closed formwork structure of a kind of concrete suspension bridging piece | |
| CN112008856A (en) | Be applied to bed-jig of prefabricated case roof beam framework of steel reinforcement shaping and bellows installation | |
| CN207988486U (en) | A kind of packaged type frame structure wall template system | |
| CN207620367U (en) | The big punching block of class rectangle column | |
| CN105239770B (en) | Integrated casting steel framework plastic building template system | |
| CN206840385U (en) | A kind of prefab-form splicing frock of large volume tongue and groove box culvert | |
| CN206245480U (en) | A prefabricated assembly flat column steel frame-support structure system | |
| CN205976477U (en) | Formula of sinking bathroom hangs mould device | |
| CN205557547U (en) | Cup -shaped for foundation construction shaping template of contact net | |
| CN112372808B (en) | Three-fold-line double-step prefabricated stand board die and stand board construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20160615 |
|
| CX01 | Expiry of patent term |