CN2571913Y - Profile column plinth form - Google Patents
Profile column plinth form Download PDFInfo
- Publication number
- CN2571913Y CN2571913Y CN 02274918 CN02274918U CN2571913Y CN 2571913 Y CN2571913 Y CN 2571913Y CN 02274918 CN02274918 CN 02274918 CN 02274918 U CN02274918 U CN 02274918U CN 2571913 Y CN2571913 Y CN 2571913Y
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- CN
- China
- Prior art keywords
- template
- plate
- groove
- chunk
- forms
- 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
- 239000003351 stiffener Substances 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 10
- 230000003014 reinforcing effect Effects 0.000 abstract description 3
- 230000007306 turnover Effects 0.000 abstract description 2
- 238000003466 welding Methods 0.000 abstract 2
- 238000009415 formwork Methods 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000010960 cold rolled steel Substances 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000003811 finger Anatomy 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 210000003813 thumb Anatomy 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a profile column plinth form which relates to a construction component, particularly the column plinth form used for the construction of pouring concrete. The utility model is composed of four form packages and two groove forms. A section of each form package is in L-shaped, and each form package is formed by the mutual welding of a side frame, a top frame, a bottom frame, horizontal reinforcing back piles, a ribbed plate and a face plate and is provided with a connecting flange plate. The collecting point of a vertical direction back pile and a horizontal direction back pile is welded with a filling plate, and connecting bolt holes are arranged on the connecting flange plate and the side frame. The adjacent form packages are connected by bolts. Each groove form is formed by the welding of a groove-shaped plate, a reinforcing plate, a connecting plate and a connecting nut on the connecting plate. The groove forms and the form packages are connected by connecting bolts. The splicing position of the form packages is the middle position of a four-upright-face, and the groove forms are on the splicing seam position of the form packages. The integrity of the forms is good, and only two marks of the vertical splicing seam of the forms are left by the reasonable structure design and the joint design of the forms. The utility model has the advantages of good appearance quality for construction column plinth concrete, simple form structure, convenient operation, strong turnover and low cost.
Description
(1) technical field:
The utility model relates to the building operations member, especially the stub template used of concrete pouring construction.
(2) background technology:
In traditional engineering construction, for the special-shaped pier template that exists space curve to change, mainly be to adopt a series of wooden form or small-sized steel form to be spliced mutually, when utilizing wooden form or small-sized steel form to carry out spelling, splicing seams is more, the template splicing seams is in the stub concrete surface and easily forms the splicing seams vestige, has a strong impact on the concrete clear water effect of pier stud.In addition, the waste material of taking a lot of work during the form work engineering construction, recycling rate of waterused is low, and labor and materials expend seriously.
(3) summary of the invention:
The utility model addresses the above problem emphatically, and special-shaped stub template is provided, and reduces the template splicing seams vestige of stub concrete finished surface to the utmost.
The technical solution of the utility model is: be made up of four template chunks and two groove templates, every template chunk cross section is L shaped, strengthening back cord, gusset and panel by side frame, top frame, underframe, level is welded to each other and constitutes, has the adpting flange plate, direction back cord intersection is welded with seben in length and breadth, the connecting bolt hole is arranged on adpting flange plate and the side frame, and bolt connects between the adjacent forms chunk.Every groove template is welded by the attaching nut on notch plate, stiffener, junction plate and the junction plate, and the junction plate attaching nut is connected the groove template by connecting bolt with the template chunk.Template chunk stitching position is in four facade centre positions, and the groove template is template chunk splicing seams position.
The beneficial effects of the utility model are: formwork integral is good, by rational structure of transvers plate design of node, anhydrous square of template is occurred to splicing seams, simultaneously, make because the vertical spelling of template and reduce to only surplus two at the relatively significantly splicing seams vestige that the stub concrete surface forms.Connect by flange between four single-chip template groups are fast, coupling stiffness is good.The decorative groove template is connected with connecting bolt by junction plate with four template group interblocks, and on-the-spot mounting or dismounting construction operation is convenient.Construction stub Surface Quality of Concrete is good, and formwork structure is simple, and is easy to operate, and turnover property is strong, and cost is low.
(4) description of drawings:
Fig. 1 is the utility model structural representation.
Fig. 2 is the sectional view of Fig. 1.
Fig. 3 is the A-A sectional view of Fig. 2.
Fig. 4 is the B-B sectional view of Fig. 2.
Fig. 5 is a chase form plated construction schematic diagram.
Fig. 6 is the C-C sectional view of Fig. 5.
(5) specific embodiment:
Special-shaped stub template is shown in Fig. 1～6, form by four template chunks and two groove templates, every template chunk cross section is L shaped, strengthening back cord 5, gusset 6 and panel 7 by side frame 1, top frame 2, underframe 3, level is welded to each other and constitutes, has adpting flange plate 4, direction back cord intersection is welded with seben 11 in length and breadth, and connecting bolt hole 9 is arranged on adpting flange plate and the side frame, and bolt 10 connects between the adjacent forms chunk.Every groove template is welded by the attaching nut 15 on notch plate 12, stiffener 13, junction plate 14 and the junction plate, and the junction plate attaching nut is connected the groove template by connecting bolt with the template chunk.Template chunk stitching position is in four facade centre positions, and the groove template is template chunk splicing seams position.Notch plate and template chunk panel contact position are wedge angle.Cutting the position reserves and to cut mouth and seal underframe 8.Panel adopts that cold-rolled steel sheet is rolling to form.During engineering construction, earlier carry out with connecting bolt after flange connects into integral body in the connecting bolt hole that four chunks of stub template are reserved by flanged plate and side frame on ground, add assembly unit decorations groove template, the decorative groove template is connected with connecting bolt by junction plate and the attaching nut who is welded on the notch plate with the template group interblock.After finishing, the template spelling carries out integral hoisting, consider that this type stub part vertical reinforcing bar opens outward, before the formwork hoisting, the outer stirrup of opening the part shell of column wouldn't colligation, receive in vertical reinforcement in this section scope broken off with the fingers and thumb and carry out formwork hoisting with the iron wire binding after fixing, stirrup carries out colligation and constructs in the formwork hoisting back that finishes in this scope in template.But the stub that highly do not wait consistent for planar dimension, by the maximum configured level configurations template of template, the template of differing heights type obtains after can cutting template by order from high to low, and template does not have level in the horizontal direction and splices.Vertical splicing for the template chunk, splicing seams stays between two parties on four facades of pier stud and establishes, wherein two existence owing to the decorative groove template, and do not contact with concrete surface, the decorative groove template disposes the back separately and splices with connecting bolt and template chunk, notch plate in the decorative groove template is making wedge angle with template chunk panel contact position, owing to the existence of decorative groove template lines makes splicing seams herein not obvious, thus, make and only have two to form relatively significantly template splicing slit vestige in the template splicing seams of pier stud concrete surface contact at pier stud coagulation upper surface in the side.
Claims (2)
1, special-shaped stub template, form by four template chunks and two groove templates, every template chunk cross section is L shaped, by side frame [1], top frame [2], underframe [3], level is strengthened back cord [5], gusset [6] and panel [7] are welded to each other formation, it is characterized in that: have adpting flange plate [4], direction back cord intersection is welded with seben [11] in length and breadth, connecting bolt hole [9] is arranged on adpting flange plate and the side frame, bolt between the adjacent forms chunk [10] connects, every groove template is by notch plate [12], stiffener [13], attaching nut [15] on junction plate [14] and the junction plate is welded, the junction plate attaching nut is connected the groove template by connecting bolt with the template chunk, template chunk stitching position is in four facade centre positions, and the groove template is template chunk splicing seams position.
2, special-shaped stub template according to claim 1 is characterized in that: notch plate [12] and template chunk panel [7] contact position are wedge angle, cut the position and reserve and to cut mouth and seal underframe [8].
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02274918 CN2571913Y (en) | 2002-08-23 | 2002-08-23 | Profile column plinth form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02274918 CN2571913Y (en) | 2002-08-23 | 2002-08-23 | Profile column plinth form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2571913Y true CN2571913Y (en) | 2003-09-10 |
Family
ID=33739084
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 02274918 Expired - Lifetime CN2571913Y (en) | 2002-08-23 | 2002-08-23 | Profile column plinth form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2571913Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100370105C (en) * | 2006-04-19 | 2008-02-20 | 北京建工一建工程建设有限公司 | Profiled template for building and supporting system thereof |
| CN102677892A (en) * | 2011-03-12 | 2012-09-19 | 吴和生 | Cylinder template used in house, bridge and culvert |
| CN104153572A (en) * | 2014-08-21 | 2014-11-19 | 北京建工一建工程建设有限公司 | Gradually-reduced high-strength compression assembled column formwork and assembling construction method of gradually-reduced high-strength compression assembled column formwork |
| CN107489271A (en) * | 2016-06-13 | 2017-12-19 | 中铁十二局集团有限公司 | Foursquare arc band groove heavy in section superelevation Fair-Faced Concrete Column template and construction method |
| CN107503289A (en) * | 2017-08-27 | 2017-12-22 | 贵州新联爆破工程集团有限公司 | A kind of oblique deck form device |
| CN111305558A (en) * | 2020-03-05 | 2020-06-19 | 深圳市第一建筑工程有限公司 | Special-shaped bare concrete aluminum formwork system and installation method thereof |
| CN114753615A (en) * | 2022-03-31 | 2022-07-15 | 中国建筑第五工程局有限公司 | Construction method of double-curved-surface S-shaped fair-faced concrete wall |
-
2002
- 2002-08-23 CN CN 02274918 patent/CN2571913Y/en not_active Expired - Lifetime
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100370105C (en) * | 2006-04-19 | 2008-02-20 | 北京建工一建工程建设有限公司 | Profiled template for building and supporting system thereof |
| CN102677892A (en) * | 2011-03-12 | 2012-09-19 | 吴和生 | Cylinder template used in house, bridge and culvert |
| CN104153572A (en) * | 2014-08-21 | 2014-11-19 | 北京建工一建工程建设有限公司 | Gradually-reduced high-strength compression assembled column formwork and assembling construction method of gradually-reduced high-strength compression assembled column formwork |
| CN104153572B (en) * | 2014-08-21 | 2016-08-24 | 北京建工一建工程建设有限公司 | A kind of gradual change undergauge high-strength die mould assembly column template and assembling and construction method thereof |
| CN107489271A (en) * | 2016-06-13 | 2017-12-19 | 中铁十二局集团有限公司 | Foursquare arc band groove heavy in section superelevation Fair-Faced Concrete Column template and construction method |
| CN107503289A (en) * | 2017-08-27 | 2017-12-22 | 贵州新联爆破工程集团有限公司 | A kind of oblique deck form device |
| CN107503289B (en) * | 2017-08-27 | 2023-08-18 | 保利新联爆破工程集团有限公司 | Oblique bridge deck template device |
| CN111305558A (en) * | 2020-03-05 | 2020-06-19 | 深圳市第一建筑工程有限公司 | Special-shaped bare concrete aluminum formwork system and installation method thereof |
| CN111305558B (en) * | 2020-03-05 | 2021-08-31 | 深圳市第一建筑工程有限公司 | Special-shaped bare concrete aluminum formwork system and installation method thereof |
| CN114753615A (en) * | 2022-03-31 | 2022-07-15 | 中国建筑第五工程局有限公司 | Construction method of double-curved-surface S-shaped fair-faced concrete wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CHINA BUILDING 8TH ENGINEERING BUREAU CO., LTD. Free format text: FORMER OWNER: ZHOU GUANGYI; PATENTEE Effective date: 20081031 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20081031 Address after: No. 269, deep well road, Shanghai, Pudong New Area, 200135 Patentee after: China Construction Eighth Engineering Division Co., Ltd. Address before: 237, Gorky Road, Dalian City, Liaoning Province, China: 116021 Co-patentee before: Liu Jingui Patentee before: Zhou Guang Yi Co-patentee before: Cheng Yuanfu |
|
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20120823 Granted publication date: 20030910 |
|
| DD01 | Delivery of document by public notice |
Addressee: Liu Tao Document name: Notification of Expiration of Patent Right Duration |