CN204703504U - Concrete breast beam integral mold plate - Google Patents
Concrete breast beam integral mold plate Download PDFInfo
- Publication number
- CN204703504U CN204703504U CN201520398640.2U CN201520398640U CN204703504U CN 204703504 U CN204703504 U CN 204703504U CN 201520398640 U CN201520398640 U CN 201520398640U CN 204703504 U CN204703504 U CN 204703504U
- Authority
- CN
- China
- Prior art keywords
- mold plate
- integral mold
- breast beam
- fixture
- concrete breast
- 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 - Fee Related
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of concrete breast beam integral mold plate, comprise two pieces of side templates, multiple fixture and aluminum corner brace, each fixture is by two tripods, a screw rod, a width position-limiting tube and two nuts are formed, on the ground side template and fixture are combined into integral mold plate, by the mode of lifting side template, integral mold plate globality is put into body of wall upper end again, tighten fixture and side template is fixed on body of wall upper end, the formwork for placing of a concrete breast beam can be spliced by one or more integral mold plate, aluminum corner brace plays the effect of waist rail altitude location and mortar leakage prevention, after concrete initial set, unclamp fixture and get final product outside mobile side template, by lifting the mode of side template by integral mold plate global transfer, the utility model not only has reusable, feature quick for installation, also there is operation convenient, it is convenient to remove, accessory is few, be convenient to carrying, the feature that cost is low, and without the need to expending revolving material, its economic benefits.
Description
Technical field
The utility model belongs to concrete-pouring template technical field, particularly a kind of formwork structure for concreting waist rail.
Background technology
In the building of shear wall structure and frame construction, concrete aerated blocks infilled wall needs in the centre of wall to arrange the high reinforced concrete waist rail of 120mm, because concrete aerated blocks infilled wall is by a large amount of uses, concrete breast beam is widely used in structure construction, traditional way, as shown in Figure 1:
1, by waist rail height snap the line, an iron nail is followed closely every a segment distance along the line;
2, the overall width L adding the thickness of two pieces of templates according to the width of waist rail is foundation, composite board is sawn into the clamp A of " U " type as shown in Figure 1, " U " type opening be dimensioned slightly smaller than overall width L;
3, rely on iron nail to hang over wall C both sides two side template B, more successively the clamp of sawed " U " type is stuck in template, utilize the negative common difference between plate to clamp two side templates;
4, concreting complete after, with hammer after the clamp of " U " type strikes, then remove two side templates.
There is following defect in above-mentioned traditional way: the clamp of " U " type, and use the number of turnover few, demand is large, causes multiple-plate waste serious; Sponge strip mortar leakage prevention need be pasted; After removing, loose mail is more, affects turnaround speed between template layer.
Utility model content
In order to solve the problems of the technologies described above, the utility model provides a kind of concrete breast beam integral mold plate, concrete breast beam integral mold plate of the present utility model needs to arrange the template needed for the high reinforced concrete waist rail of 120 ㎜ in the centre of wall for concrete aerated blocks infilled wall, it is a kind of segmentation monolithic template, not only there is feature reusable, quick for installation, also have operation convenient, remove convenient, accessory is few, be convenient to the feature of carrying, cost is low, and without the need to expending revolving material, its economic benefits.
The utility model in order to the technical scheme solving its technical problem and adopt is:
A kind of concrete breast beam integral mold plate, comprise two pieces of side templates and multiple fixture, each described fixture is by two tripods, a screw rod, a width position-limiting tube and two nuts are formed, each tripod has a vertical depression bar and an oblique support bar, the length of described depression bar is greater than the width of side template, support bar bottom is fixedly connected on depression bar, the top of described support bar and the top of described depression bar all have a pipe and two pipes flush, the external diameter of described nut is greater than the internal diameter of the pipe of supporting bar top, the length of described width position-limiting tube is the width of waist rail and the thickness sum of two pieces of side templates, screw rod is through in the pipe of two tripods and width position-limiting tube and nut is twisted and is assembled into fixture in the two ends of screw rod, and width gag lever post is between two tripods, the inner surface lower end of two pieces of side templates and be all fixed with an aluminum corner brace with waist rail height and position corresponding position, two pieces of side templates are parallel and staggered relatively, parallel and the compartment of terrain of multiple fixture is set up on two pieces of side templates and forms integral mold plate, screw rod and width position-limiting tube are positioned at the top of side template and two depression bars lay respectively at the outside of two pieces of side templates, after integral mold plate is positioned over body of wall upper end, the nut tightening screw rod two ends makes depression bar clamp side template and body of wall.
It is preferred that described width position-limiting tube is square tube.
It is preferred that the diameter of described width position-limiting tube is 20 ㎜, the diameter of described screw rod is 14 ㎜.
It is preferred that described aluminum corner brace is of a size of 1 ㎝ × 1 ㎝.
It is preferred that the lower end distance 1-3 ㎝ of described aluminum corner brace and described side template, preferably 2 ㎝.
It is preferred that described support bar has the vertical linkage section that oblique main body and autonomous agent extend straight down, the vertical linkage section of support bar is fixedly connected with the bottom of depression bar.
It is preferred that the formwork for placing of a concrete breast beam can be spliced to form along its length in body of wall upper end by multiple concrete breast beam integral mold plate.
The beneficial effects of the utility model are: concrete breast beam integral mold plate of the present utility model comprises two pieces of side templates, multiple fixture and aluminum corner brace, on the ground side template and fixture are spelled and be barricaded as integral mold plate, integral mold plate is set up body of wall upper end by the mode then by lifting side template, by tightening fixture, side template is fixed on body of wall upper end, the formwork for placing of a concrete breast beam can be spliced by one or more concrete breast beam integral mold plate, the effect of waist rail altitude location and mortar leakage prevention is played by the aluminum corner brace being fixed on side template bottom, after concrete initial set, unclamp fixture and get final product outside mobile side template, by lifting the mode of side template by integral mold plate global transfer, therefore, concrete breast beam integral mold plate of the present utility model is after assembled completing, no matter be before and after peace is torn open, remain the globality of combination, it is a kind of segmentation monolithic template, not only have reusable, feature quick for installation, also there is operation convenient, it is convenient to remove, accessory is few, be convenient to carrying, the feature that cost is low, and without the need to expending revolving material, its economic benefits.
Accompanying drawing explanation
Fig. 1 is the traditional construction schematic diagram of concrete breast beam in prior art;
Fig. 2 is tripod structure schematic diagram of the present utility model;
Fig. 3 is clamp structure schematic diagram of the present utility model;
Fig. 4 is the side template structural representation being fixed with aluminum corner brace of the present utility model;
The schematic diagram of Fig. 5 after to be that integral mold plate of the present utility model is assembled complete;
Fig. 6 is the schematic diagram that integral mold plate of the present utility model is installed on body of wall.
Detailed description of the invention
Below by way of specific instantiation, detailed description of the invention of the present utility model is described, those skilled in the art can understand advantage of the present utility model and effect easily by content disclosed in the present specification.The utility model also can be implemented in further, different ways, that is, under the category do not disclosed departing from the utility model, can give different modifications and change.
Embodiment: a kind of concrete breast beam integral mold plate, comprise two pieces of side templates 1 and multiple fixture 2, each described fixture is by two tripods 21, a screw rod 22, a width position-limiting tube 23 and two nuts 24 are formed, each tripod has a vertical depression bar 211 and an oblique support bar 212, the length of described depression bar is greater than the width of side template, support bar bottom is fixedly connected on depression bar, the top of described support bar and the top of described depression bar all have a pipe 213 and two pipes flush, the external diameter of described nut is greater than the internal diameter of the pipe of supporting bar top, the length of described width position-limiting tube is the width of waist rail and the thickness sum of two pieces of side templates, screw rod is through in the pipe of two tripods and width position-limiting tube and nut is twisted and is assembled into fixture in the two ends of screw rod, and width gag lever post is between two tripods, the inner surface lower end of two pieces of side templates and be all fixed with an aluminum corner brace 3 with waist rail height and position corresponding position, two pieces of side templates are parallel and staggered relatively, parallel and the compartment of terrain of multiple fixture is set up on two pieces of side templates and forms integral mold plate, screw rod and width position-limiting tube are positioned at the top of side template and two depression bars lay respectively at the outside of two pieces of side templates, after integral mold plate is positioned over body of wall 4 upper end, the nut tightening screw rod two ends makes depression bar clamp side template and body of wall.
Described width position-limiting tube is square tube, and the diameter of described width position-limiting tube is 20 ㎜, and the diameter of described screw rod is 14 ㎜.
Described aluminum corner brace is of a size of 1 ㎝ × 1 ㎝, the lower end distance 1-3 ㎝ of described aluminum corner brace and described side template, is preferably 2 ㎝.
Described support bar has the vertical linkage section that oblique main body and autonomous agent extend straight down, and the vertical linkage section of support bar is fixedly connected with the bottom of depression bar.
The formwork for placing of a concrete breast beam can be spliced to form along its length in body of wall upper end by multiple concrete breast beam integral mold plate.
Use the concrete breast beam construction method of above-mentioned concrete breast beam integral mold plate, carry out in the steps below:
One, assembling fixture: a screw rod to be through at simultaneously in two tripods and a width position-limiting tube and width position-limiting tube between two tripods, screwing on nut in the two ends of screw rod, completes the assembling of fixture;
Two, fixture is assembled into integral mold plate with side template: by parallel and staggered relatively for two pieces of side templates with aluminum corner brace, parallel for multiple fixture assembled and compartment of terrain is set up on two pieces of side templates, makes the screw rod of fixture and width position-limiting tube be positioned at the top of side template and depression bar is positioned at the outside of side template;
Three, integral mold plate is installed: integral mold plate is integrally placed into by the mode of lifting side template the body of wall upper end puzzled, tightens the nut at screw rod two ends, side template and body of wall are clamped by the depression bar of fixture;
Four, concreting waist rail in integral mold plate;
Five, after concrete initial set, unclamp nut, after drawing tripod outward, remove side template, by lifting the mode of side template by integral mold plate global transfer.
The cast template of a concrete breast beam can be spliced to form in body of wall upper end along its length by multiple concrete breast beam integral mold plate.
Above-mentioned manual and embodiment are only exemplary illustration principle of the present utility model and effect thereof, are not to restriction of the present utility model.Any creation fallen in the utility model right all belongs to the scope that the utility model is protected.
Claims (7)
1. a concrete breast beam integral mold plate, it is characterized in that: comprise two pieces of side templates (1) and multiple fixture (2), each described fixture is by two tripods (21), a screw rod (22), a width position-limiting tube (23) and two nuts (24) are formed, each tripod has a vertical depression bar (211) and an oblique support bar (212), the length of described depression bar is greater than the width of side template, support bar bottom is fixedly connected on depression bar, the top of described support bar and the top of described depression bar all have a pipe (213) and two pipes flush, the external diameter of described nut is greater than the internal diameter of the pipe of supporting bar top, the length of described width position-limiting tube is the width of waist rail and the thickness sum of two pieces of side templates, screw rod is through in the pipe of two tripods and width position-limiting tube and nut is twisted and is assembled into fixture in the two ends of screw rod, and width gag lever post is between two tripods, the inner surface lower end of two pieces of side templates and be all fixed with an aluminum corner brace (3) with waist rail height and position corresponding position, two pieces of side templates are parallel and staggered relatively, parallel and the compartment of terrain of multiple fixture is set up on two pieces of side templates and forms integral mold plate, screw rod and width position-limiting tube are positioned at the top of side template and two depression bars lay respectively at the outside of two pieces of side templates, after integral mold plate is positioned over body of wall (4) upper end, the nut tightening screw rod two ends makes depression bar clamp side template and body of wall.
2. concrete breast beam integral mold plate as claimed in claim 1, is characterized in that: described width position-limiting tube is square tube.
3. concrete breast beam integral mold plate as claimed in claim 1, it is characterized in that: the diameter of described width position-limiting tube is 20 ㎜, the diameter of described screw rod is 14 ㎜.
4. concrete breast beam integral mold plate as claimed in claim 1, is characterized in that: described aluminum corner brace is of a size of 1 ㎝ × 1 ㎝.
5. concrete breast beam integral mold plate as claimed in claim 1, is characterized in that: the lower end distance 1-3 ㎝ of described aluminum corner brace and described side template.
6. concrete breast beam integral mold plate as claimed in claim 1, is characterized in that: described support bar has the vertical linkage section that oblique main body and autonomous agent extend straight down, and the vertical linkage section of support bar is fixedly connected with the bottom of depression bar.
7. concrete breast beam integral mold plate as claimed in claim 1, is characterized in that: multiple concrete breast beam integral mold plate is spliced to form the formwork for placing of a concrete breast beam along its length in body of wall upper end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520398640.2U CN204703504U (en) | 2015-06-11 | 2015-06-11 | Concrete breast beam integral mold plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520398640.2U CN204703504U (en) | 2015-06-11 | 2015-06-11 | Concrete breast beam integral mold plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204703504U true CN204703504U (en) | 2015-10-14 |
Family
ID=54283130
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520398640.2U Expired - Fee Related CN204703504U (en) | 2015-06-11 | 2015-06-11 | Concrete breast beam integral mold plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204703504U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863357A (en) * | 2015-06-11 | 2015-08-26 | 昆山征途建筑模架应用技术有限公司 | Integral template for concrete middle beam and construction method thereof |
| CN107503513A (en) * | 2017-07-17 | 2017-12-22 | 海南职业技术学院 | Wall body template split bolt constructing device and construction method |
| CN113914345A (en) * | 2021-12-01 | 2022-01-11 | 山东港湾建设集团有限公司 | Anti-series water seal blocking plate for large caisson partition wall water inlet window and blocking process thereof |
-
2015
- 2015-06-11 CN CN201520398640.2U patent/CN204703504U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863357A (en) * | 2015-06-11 | 2015-08-26 | 昆山征途建筑模架应用技术有限公司 | Integral template for concrete middle beam and construction method thereof |
| CN107503513A (en) * | 2017-07-17 | 2017-12-22 | 海南职业技术学院 | Wall body template split bolt constructing device and construction method |
| CN107503513B (en) * | 2017-07-17 | 2018-12-21 | 海南职业技术学院 | Wall template split bolt constructing device and construction method |
| CN113914345A (en) * | 2021-12-01 | 2022-01-11 | 山东港湾建设集团有限公司 | Anti-series water seal blocking plate for large caisson partition wall water inlet window and blocking process thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104863357A (en) | Integral template for concrete middle beam and construction method thereof | |
| CN204703504U (en) | Concrete breast beam integral mold plate | |
| CN109162296B (en) | Single-side formwork supporting system and construction method for pouring outer wall by utilizing same | |
| WO2013185277A1 (en) | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure | |
| CN202954570U (en) | High-rise building construction sump template | |
| CN206616862U (en) | Formwork root bracing means | |
| CN106948598A (en) | A kind of aluminum alloy formwork system and its construction method for variable cross-section rectangular column | |
| CN211257811U (en) | Turnover screw rod for laminated slab cast-in-place slab band | |
| CN205894370U (en) | Steel framework composition steel sheet shear wall structure system in steel construction house | |
| CN207110468U (en) | A kind of shear wall joint part template reinforcing device | |
| CN206581591U (en) | A kind of inside wall formwork and roof plate template system | |
| CN104989149B (en) | A kind of Civil building basement just before a battle converting system and construction method | |
| CN207314830U (en) | A kind of shear wall negative and positive angle construction mould | |
| CN113152893A (en) | Template for building construction and using method | |
| CN206815804U (en) | A kind of new builder's jack girder steel built-in fitting | |
| CN207048314U (en) | A kind of shaping type stair wooden model board component | |
| CN206418841U (en) | A kind of high-air-tightness one-shot forming horizontal warehouse arched roof plate | |
| CN206539007U (en) | A kind of arch steel concrete wall formwork erecting structure | |
| CN206888511U (en) | A kind of aluminum alloy formwork system for variable cross-section rectangular column | |
| CN204875544U (en) | T type roof beam pterygoid lamina reinforcing bar fetal membrane | |
| CN211075924U (en) | Partition plate transport means | |
| CN207392752U (en) | For preventing the constructing device of grout leakage of formwork root | |
| CN210264108U (en) | High gas tightness one shot forming bungalow storehouse arch bar room lid | |
| CN207620364U (en) | A kind of wall form system | |
| CN207828849U (en) | Tunnel anti-collision wall formwork reinforcement system |
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: 20151014 Termination date: 20210611 |