CN203008371U - Cast-in-place concrete stand suspended mold installation structure - Google Patents
Cast-in-place concrete stand suspended mold installation structure Download PDFInfo
- Publication number
- CN203008371U CN203008371U CN 201220656568 CN201220656568U CN203008371U CN 203008371 U CN203008371 U CN 203008371U CN 201220656568 CN201220656568 CN 201220656568 CN 201220656568 U CN201220656568 U CN 201220656568U CN 203008371 U CN203008371 U CN 203008371U
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- base plate
- hangs
- mounting structure
- side form
- iron wire
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Abstract
The utility model discloses a cast-in-place concrete stand suspended mold installation structure. A stand comprises a plurality of horizontal bottom boards and a plurality of vertical bottom boards; a plurality of cross-shaped reinforcing steel supports are arranged on each horizontal bottom board at intervals; a side mold of a suspended mold is vertically fixed on each cross-shaped reinforcing steel support; and the side molds and the vertical bottom boards are fixed through a plurality of iron wires in a binding manner. According to the cast-in-place concrete stand suspended mold installation structure, the positions of the side molds of the suspended mold are fixed through the cross-shaped reinforcing steel supports, square timber is fixed on each side mold as the cross arm of the side mold; the square timber and the vertical bottom boards of the stand are fixed through iron wires in a binding manner, and a reinforcing bar vertically arranged on each horizontal bottom board of the stand is utilized as a concrete level marker, so that the cast-in-place concrete stand suspended mold structure is formed. The structure is convenient to install and high in flatness.
Description
Technical field
The utility model relates to a kind of mould mounting structure that hangs, and especially a kind of cast-in-situ concrete grandstand hangs the mould mounting structure.
Background technology
Hanging mould refers to when concreting, because the bottom does not possess supporting condition (can not support namely), perhaps floor height is too high, and the amount of building is few, support in the too high situation of cost and adopt and hang the mould construction technology, hang the mould construction technology and have vast potential for future development and market widely.
It is high that grandstand hangs mould installation requirement planeness, and radian is controlled accurately, and installation site template height tolerance requires in 2mm.In addition, as adopting job practices improperly, not only can increase construction cost and also can increase the difficulty of reinforcing bar binding when viewing platform form board is installed, affect construction speed.
The utility model content
Technical problem to be solved in the utility model is to provide that a kind of planeness is high, the cast-in-situ concrete grandstand of easy construction hangs the mould mounting structure.
For realizing above-mentioned technique effect, the utility model discloses a kind of cast-in-situ concrete grandstand and hang the mould mounting structure, described grandstand comprises plural horizonal base plate and the vertical base plate of plural number, on described horizonal base plate, the interval is laid with plural cross reinforcing bar support, the described side form that hangs mould vertically is fixed in described cross reinforcing bar support, fixes by plural iron wire colligation between described side form and described vertical base plate.
The utility model further improves and is, described cross reinforcing bar support is laterally to be laid on described horizonal base plate at interval of 800mm.
The utility model further improves and is, described side form is provided with the plural lumps of wood away from a side of described vertical base plate, and described iron wire is walked around the described lumps of wood described side form and described vertical base plate colligation are fixed.
The utility model further improves and is, the top and bottom of described side form are respectively equipped with a lumps of wood.
The utility model further improves and is, described iron wire adopts bifilar iron wire.
The utility model further improves and is, described iron wire is to arrange together every 300-350mm.
The utility model further improves and is, fixes by nail respectively between described iron wire and the described lumps of wood and described vertical formwork.
The utility model further improves and is, at the above side form medial shaft of described horizonal base plate to being provided with one as the reinforcing bar of concrete absolute altitude mark.
The utility model is owing to having adopted above technical scheme, make it have following beneficial effect to be: the position of fixedly hanging the mould side form by described cross reinforcing bar support, utilization on side form fixedly the lumps of wood as the stull of side form, with the fixing vertical base plate of the lumps of wood and grandstand of iron wire colligation, and utilize one vertically to be located at a reinforcing bar on the horizonal base plate of grandstand as concrete absolute altitude mark, thereby consist of the grandstand hanging mould structure of cast-in-situ concrete.
Description of drawings
Fig. 1 is the structural representation of the grandstand of casting complete.
Fig. 2 is the structural representation that the pre-cast-in-situ concrete grandstand of the utility model hangs the mould mounting structure.
Fig. 3 is side form and the lumps of wood fixed structure schematic diagram that the pre-cast-in-situ concrete grandstand of the utility model hangs the mould mounting structure.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Consult shown in Figure 1, cast-in-situ concrete grandstand of the present utility model hangs the mould mounting structure take a Stadium as example, grandstand comprises plural horizonal base plate 11 and the vertical base plate 12 of plural number, horizonal base plate 11 and vertical base plate 12 adopt thick veneer, 11 times vertical rod 21 horizontal spacings of horizonal base plate are 850mm, and longitudinal pitch is 1100mm, and step pitch is 1600mm, sweep the floor bar 22 apart from base plate face 200mm, the vertical rod 21 thick 50mm of lower end chock 23.
Coordinate shown in Figure 2, laterally be laid with plural cross reinforcing bar support 13 at interval of 800mm on horizonal base plate 11, cross reinforcing bar support 13 adopts the reinforcing bar of 12mm to make, and the side form 14 that hangs mould vertically is fixed in cross reinforcing bar support 13, by cross reinforcing bar support 13 positions of fixedly hanging mould side form 14.Side form 14 is respectively equipped with a lumps of wood 15 away from the top and bottom of vertical base plate 12 1 sides, the lumps of wood 15 is as the stull of side form 14, by bifilar iron wire 16 fixedly side form 14 and vertical base plate 12 of colligation on the lumps of wood 15, iron wire 16 is to arrange together every 300-350mm, pass the vertical base plate 12 of grandstand from side form 14 always, and iron wire 16 is used respectively nail 19 stickfast with the lumps of wood 15, iron wire 16 with the junction of vertical formwork 12, thereby makes the side form 14 that hangs mould and the vertical base plate 12 of grandstand have spacing to fix.When hanging mould and install on horizonal base plate 11 medial shaft of side form 14 to reinforcing bar 17 that a diameter is set is 12mm as concrete absolute altitude mark, build height in order to exceed when controlling concreting; In addition, every 3m, wide 150mm together should be set also between the grandstand of up and down, the template of thick 15mm becomes an integral body with two step drawknots.After hanging the mould installation, fluid concrete, as shown in Figure 1.
Wherein, the precision board cutting saw blanking is adopted in side form 14 blankings, and side form 14 should be along the symmetrical typesetting of long span direction, to guarantee the accurate of side form 14 sizes with the piece of the lumps of wood 15.In the time can not satisfying the piece requirement, in conjunction with shown in Figure 3, adopt and to beat glass cement 18 at side form 14 edge joint positions, then strike off and process, can be with adhesive tape or two-sided sandwich rubber tape handling if seam is bigger than normal.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make the many variations example to the utility model according to the above description.Thereby some details in embodiment should not consist of restriction of the present utility model, and the scope that the utility model will define with appended claims is as protection domain of the present utility model.
Claims (8)
1. a cast-in-situ concrete grandstand hangs the mould mounting structure, it is characterized in that: described grandstand comprises plural horizonal base plate and the vertical base plate of plural number, on described horizonal base plate, the interval is laid with plural cross reinforcing bar support, the described side form that hangs mould vertically is fixed in described cross reinforcing bar support, fixes by plural iron wire colligation between described side form and described vertical base plate.
2. the mould mounting structure that hangs as claimed in claim 1 is characterized in that: described cross reinforcing bar support is laterally to be laid on described horizonal base plate at interval of 800mm.
3. the mould mounting structure that hangs as claimed in claim 1, it is characterized in that: described side form is provided with the plural lumps of wood away from a side of described vertical base plate, and described iron wire is walked around the described lumps of wood described side form and described vertical base plate colligation is fixed.
4. the mould mounting structure that hangs as claimed in claim 3, it is characterized in that: the top and bottom of described side form are respectively equipped with a lumps of wood.
5. the mould mounting structure that hangs as claimed in claim 1, is characterized in that: the bifilar iron wire of described iron wire employing.
6. the mould mounting structure that hangs as claimed in claim 1 is characterized in that: described iron wire is to arrange together every 300-350mm.
7. the mould mounting structure that hangs as claimed in claim 1, is characterized in that: fix by nail respectively between described iron wire and the described lumps of wood and described vertical formwork.
8. the mould mounting structure that hangs as claimed in claim 1 is characterized in that: at the above side form medial shaft of described horizonal base plate to being provided with one as the reinforcing bar of concrete absolute altitude mark.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220656568 CN203008371U (en) | 2012-12-03 | 2012-12-03 | Cast-in-place concrete stand suspended mold installation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220656568 CN203008371U (en) | 2012-12-03 | 2012-12-03 | Cast-in-place concrete stand suspended mold installation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203008371U true CN203008371U (en) | 2013-06-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220656568 Expired - Fee Related CN203008371U (en) | 2012-12-03 | 2012-12-03 | Cast-in-place concrete stand suspended mold installation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203008371U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103362300A (en) * | 2013-06-28 | 2013-10-23 | 中建七局第二建筑有限公司 | Template structure and method for template support of cast-in-place concrete arc-shaped terrace |
| CN108979136A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | A kind of formed by integrally casting construction template structure of the anti-bank in toilet |
| CN112663954A (en) * | 2021-01-26 | 2021-04-16 | 山西三建集团有限公司 | Method for erecting vertical face template of cast-in-place concrete super-long step bench |
-
2012
- 2012-12-03 CN CN 201220656568 patent/CN203008371U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103362300A (en) * | 2013-06-28 | 2013-10-23 | 中建七局第二建筑有限公司 | Template structure and method for template support of cast-in-place concrete arc-shaped terrace |
| CN103362300B (en) * | 2013-06-28 | 2015-11-18 | 中建七局第二建筑有限公司 | Cast-in-situ concrete arc step viewing platform form board structure and mold method |
| CN108979136A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | A kind of formed by integrally casting construction template structure of the anti-bank in toilet |
| CN108979136B (en) * | 2018-08-21 | 2021-02-19 | 中冶建工集团有限公司 | Anti-bank's of bathroom integrative construction formwork structure of pouring |
| CN112663954A (en) * | 2021-01-26 | 2021-04-16 | 山西三建集团有限公司 | Method for erecting vertical face template of cast-in-place concrete super-long step bench |
| CN112663954B (en) * | 2021-01-26 | 2022-02-11 | 山西三建集团有限公司 | Method for erecting vertical face template of cast-in-place concrete super-long step bench |
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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 |
Granted publication date: 20130619 Termination date: 20181203 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |