CN202644988U - Formwork for reinforcement building block shearing force wall-and-window lintel - Google Patents
Formwork for reinforcement building block shearing force wall-and-window lintel Download PDFInfo
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- CN202644988U CN202644988U CN 201220296154 CN201220296154U CN202644988U CN 202644988 U CN202644988 U CN 202644988U CN 201220296154 CN201220296154 CN 201220296154 CN 201220296154 U CN201220296154 U CN 201220296154U CN 202644988 U CN202644988 U CN 202644988U
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- outer side
- stupefied
- formwork
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- fore shaft
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Abstract
A formwork for reinforcement building block shearing force wall-and-window lintel comprises a floor beam plate, an end portion supporting bolt, an upper split bolt, a lower split bolt, a bottom arris, a bottom formwork panel, an inner side formwork, an outer side formwork, a joint back arris and upper back arrises. The formwork is characterized in that the inner side formwork is composed of an inner side vertical arris, an inner side panel and an inner side upper fore shaft, the outer side formwork is composed of an outer side vertical arris, an outer side panel and an outer side upper fore shaft, the inner side vertical arris and the outer side vertical arris are fixed on the inner side panel and the outer side panel, and the lower ends of the inner side panel and the outer side panel are longer than the inner side vertical arris and the outer side vertical arris. The inner side upper fore shaft and the outer side upper fore shaft are fixed on the inner side vertical arris and the outer side vertical arris, a separating adhesive tape is adhered on the inner side upper fore shaft, the lower split bolt penetrates through the floor beam plate and fixes the floor beam plate, and the bottom formwork panel is placed on the bottom arris of the floor beam plate. The bottom ends of the inner side vertical arris and the outer side vertical arris are fixed on the floor beam plate, the joint back arris is fixed on the floor beam plate, the end portion supporting bolt provided with a plastic sleeve in penetrated mode is supported at the bottom end of the floor beam plate, and the upper split bolt provided with a plastic sleeve in penetrated mode penetrates through the upper back arrises outside the inner side formwork and the outer side formwork and fixes the upper back arrises outside the inner side formwork and the outer side formwork. The formwork can achieve standardization production, saves materials, and is high in manufacturing efficiency.
Description
Technical field: the utility model relates to special-purpose assembled template in a kind of construction work, specifically reinforcing bars building block shear wall window lintel assembled template.
Background technology: at present, every layer window lintel template is the carpenter scene and makes by rule of thumb in the reinforcing bars building block shear wall structure, the shortage standard, and template system is unreasonable, can't effectively guarantee template quality; And easily damage during form removable, waste of material is huge, and particularly make efficiency is lower, causes engineering cost to increase.
Summary of the invention: purpose of the present utility model is the deficiency that overcomes background technology, provide at the scene a kind of or the factory normalization making, guarantee template quality, save and make material, and the workman can install fast and reliablely, template is easy to remove, and can save the reinforcing bars building block shear wall window lintel template of a large amount of costs of labor.The technical solution of the utility model is: the utility model comprises the bottom girder plate, the end portion supports bolt, lower split bolt, the end, is stupefied, the bed die panel, interior side form, outer side mold, the isolation adhesive tape, upper split bolt, the seam back cord, upper back cord, plastic bushing, be characterized in: interior side form is stupefied by medial shaft, inner panel, fore shaft side forms on the inboard, being fixed on the inner panel with countersunk head screw of the stupefied interval of medial shaft, the lower end of inner panel grows stupefied one section of medial shaft, on the inboard fore shaft side be fixed on medial shaft stupefied on, the isolation adhesive tape sticks in the inboard upper fore shaft side, outer side mold is perpendicular stupefied by the outside, outer side panel, fore shaft side on the outside, outer side panel with countersunk head screw be fixed in the outside perpendicular stupefied on, on the outside fore shaft side be fixed on the outside perpendicular stupefied on, the lower end of outer side panel grows perpendicular stupefied one section of the outside, two parallel placements in the bottom girder plate left and right sides, lower split bolt passes two blocks of bottom girder plates and is fixed together, at the bottom of two about stupefied being separately fixed on the inboard of two blocks of bottom girder plates, on stupefied at the bottom of the bed die panel is placed on two, medial shaft is stupefied to be separately fixed on the bottom girder plate of both sides with perpendicular stupefied bottom, the outside, inner panel, the lower end of outer side panel lays respectively at the two ends of bed die panel, on stupefied at the bottom of the bottom is attached to respectively two, two seam back cords are separately fixed at the bottom girder plate, on the inboard in the fore shaft side and the bottom girder plate, on the outside in the fore shaft side, the end portion supports bolt is supported on the bottom of bottom girder plate, be installed with plastic bushing on the end portion supports bolt, the length of plastic bushing is identical with thickness of wall body, two upper back cords are respectively interior, outer side mold is arranged outward, upper back cord is connected to form by two flitches up and down, and leave between two flitches and can keep supplying the slit that split bolt passes, upper split bolt passes interior side form, outer side mold and about two upper back cords they are fixed together, be installed with plastic bushing on the upper split bolt.The utility model is researched and developed for reinforcing bars building block shear wall structure window lintel characteristics, can be at the scene or Engineering Standardization make, guarantee template quality, save to make material, and the workman can install fast and reliablely, template is easy to remove, make efficiency is high, can save a large amount of costs of labor.
Description of drawings:
Fig. 1 is the utility model top view
Fig. 2 is the utility model embodiment 1A-A sectional view
Fig. 3 is the utility model embodiment 2A-A sectional view
Fig. 4 is the utility model lateral view
The specific embodiment 1: the present embodiment is the template for the exterior wall place.The utility model comprises bottom girder plate 1, end portion supports bolt 2, lower split bolt 3, the end stupefied 4, bed die panel 5, interior side form, outer side mold, isolation adhesive tape 10, upper split bolt 12, seam back cord 6, upper back cord 11, plastic bushing 13,17, be characterized in: interior side form is by medial shaft stupefied 7, inner panel 8, fore shaft side 9 forms on the inboard, being fixed on the inner panel 8 with countersunk head screw of stupefied 7 intervals of medial shaft, the lower end of inner panel 8 grows stupefied 7 one sections of medial shaft, 9 usefulness iron nails nail in fore shaft side's is on medial shaft stupefied 7 on the inboard, isolation adhesive tape 10 sticks in the inboard upper fore shaft side 9, play isolation template and concrete effect, make things convenient for form removal, outer side mold is by the outside perpendicular stupefied 14, outer side panel 15, fore shaft side 16 on the outside, being fixed on the outer side panel 15 of perpendicular stupefied 14 usefulness countersunk head screw intervals, the outside, on the outside fore shaft side's 16 usefulness iron nails nails the outside perpendicular stupefied on 14, the lower end of outer side panel 15 grows perpendicular stupefied 14 1 sections of the outside, inner panel 8 and outer side panel 15 wearing and tearing can't be used rear replaceable new panel, perpendicular stupefied spacing is definite according to the concrete engineering design, the height of outer side mold is higher than interior side form, two parallel placements in bottom girder plate 1 left and right sides, lower split bolt 3 passes two blocks of bottom girder plates 1 and is fixed together, at the bottom of two stupefied 4 be separately fixed at about on the inboard of two blocks of bottom girder plates 1, at the bottom of bed die panel 5 is placed on two on stupefied 4, follow closely respectively on the bottom girder plate 1 of both sides the bottom in medial shaft stupefied 7 and the outside perpendicular stupefied 14, inner panel 8, the lower end of outer side panel 15 lays respectively at the two ends of bed die panel 5, at the bottom of the bottom is attached to respectively two on stupefied 4, two seam back cords 6 are followed closely respectively at bottom girder plate 1, on the inboard in the fore shaft side 9 and bottom girder plate 1, on the outside in the fore shaft side 16, end portion supports bolt 2 is supported on the bottom of bottom girder plate 1, be installed with plastic bushing 17 on the end portion supports bolt 2, the length of plastic bushing 17 is identical with thickness of wall body, two upper back cords 11 are respectively interior, outer side mold is arranged outward, upper back cord 11 is comprised of two flitch nail joints up and down, and leave between two flitches and can keep supplying the slit that split bolt 12 passes, upper split bolt 12 passes interior side form, outer side mold and about two upper back cords 11 they are fixed together, be installed with plastic bushing 13 on the upper split bolt 12, plastic bushing 13 length are consistent with the collar tie beam width, convenient upper split bolt 12 is extracted out smoothly during form removal, ring beam template 19 on window lintel template and the wall can be linked together by seam panel 18.Its width can be done suitable adjustment according to surplus size after the side form assembly unit, is used for the scale error that adjusting template is made and installation process produces.
The specific embodiment 2: the present embodiment is the template for the interior wall place.The height of the present embodiment outer side mold and the height of interior side form are identical, are stained with isolation adhesive tape 10 on the outside of outer side mold in the fore shaft side 16.The other the same as in Example 1.
Claims (3)
1. reinforcing bars building block shear wall window lintel template, comprise the bottom girder plate, the end portion supports bolt, lower split bolt, the end, is stupefied, the bed die panel, interior side form, outer side mold, the isolation adhesive tape, upper split bolt, the seam back cord, upper back cord, plastic bushing, it is characterized in that: interior side form is stupefied by medial shaft, inner panel, fore shaft side forms on the inboard, being fixed on the inner panel with countersunk head screw of the stupefied interval of medial shaft, the lower end of inner panel grows stupefied one section of medial shaft, on the inboard fore shaft side be fixed on medial shaft stupefied on, the isolation adhesive tape sticks in the inboard upper fore shaft side, outer side mold is perpendicular stupefied by the outside, outer side panel, fore shaft side on the outside, outer side panel with countersunk head screw be fixed in the outside perpendicular stupefied on, on the outside fore shaft side be fixed on the outside perpendicular stupefied on, the lower end of outer side panel grows perpendicular stupefied one section of the outside, two parallel placements in the bottom girder plate left and right sides, lower split bolt passes two blocks of bottom girder plates and is fixed together, at the bottom of two about stupefied being separately fixed on the inboard of two blocks of bottom girder plates, on stupefied at the bottom of the bed die panel is placed on two, medial shaft is stupefied to be separately fixed on the bottom girder plate of both sides with perpendicular stupefied bottom, the outside, inner panel, the lower end of outer side panel lays respectively at the two ends of bed die panel, on stupefied at the bottom of the bottom is attached to respectively two, two seam back cords are separately fixed at the bottom girder plate, on the inboard in the fore shaft side and the bottom girder plate, on the outside in the fore shaft side, the end portion supports bolt is supported on the bottom of bottom girder plate, be installed with plastic bushing on the end portion supports bolt, the length of plastic bushing is identical with thickness of wall body, two upper back cords are respectively interior, outer side mold is arranged outward, upper back cord is connected to form by two flitches up and down, and leave between two flitches and can keep supplying the slit that split bolt passes, upper split bolt passes interior side form, outer side mold and about two upper back cords they are fixed together, be installed with plastic bushing on the upper split bolt.
2. reinforcing bars building block shear wall window lintel template as claimed in claim 1, it is characterized in that: the height of described outer side mold is higher than the height of interior side form.
3. reinforcing bars building block shear wall window lintel template as claimed in claim 1, it is characterized in that: the height of described outer side mold and the height of interior side form are identical, also are stained with the isolation adhesive tape in the upper fore shaft side of outer side mold.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220296154 CN202644988U (en) | 2012-06-21 | 2012-06-21 | Formwork for reinforcement building block shearing force wall-and-window lintel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220296154 CN202644988U (en) | 2012-06-21 | 2012-06-21 | Formwork for reinforcement building block shearing force wall-and-window lintel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202644988U true CN202644988U (en) | 2013-01-02 |
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ID=47414112
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220296154 Expired - Fee Related CN202644988U (en) | 2012-06-21 | 2012-06-21 | Formwork for reinforcement building block shearing force wall-and-window lintel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202644988U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266771A (en) * | 2013-06-14 | 2013-08-28 | 中建八局第一建设有限公司青岛分公司 | Molding method of window opening |
| FR3135291A1 (en) | 2022-05-06 | 2023-11-10 | Leonel Das Neves Pataco | Formwork device for lintels and posts |
-
2012
- 2012-06-21 CN CN 201220296154 patent/CN202644988U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266771A (en) * | 2013-06-14 | 2013-08-28 | 中建八局第一建设有限公司青岛分公司 | Molding method of window opening |
| FR3135291A1 (en) | 2022-05-06 | 2023-11-10 | Leonel Das Neves Pataco | Formwork device for lintels and posts |
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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: 20130102 Termination date: 20190621 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |