CN102628274A - Construction method for foundation pad oblique angle of brick moulding bed combined wood mould - Google Patents
Construction method for foundation pad oblique angle of brick moulding bed combined wood mould Download PDFInfo
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- CN102628274A CN102628274A CN2012100637468A CN201210063746A CN102628274A CN 102628274 A CN102628274 A CN 102628274A CN 2012100637468 A CN2012100637468 A CN 2012100637468A CN 201210063746 A CN201210063746 A CN 201210063746A CN 102628274 A CN102628274 A CN 102628274A
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- loose tool
- oblique angle
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Abstract
The invention provides a construction method for a foundation pad oblique angle of a brick moulding bed combined wood mould, which includes the following steps: step 1 constructing a bearing platform brick moulding bed, and reserving a stepped slope at the position of a bearing platform side; step 2 adopting cement mortar screeding to falls at the position of the stepped slope; step 3 enabling a template to be fixed on the slope at the slope top; and step 4 pouring a concrete pad, and dismantling the template after final setting of the concrete. The construction method effectively resolves the problems that slope of the pad at the chamfer position is hard to control and elevation of a chamfer upper port of the pad cannot be ensured, and is practical, simple, convenient and good in effectiveness and economical efficiency.
Description
Technical field
The present invention relates to the realm of building construction, be specifically related to a kind of foundation pad oblique angle job practices of brick loose tool combination wooden model.
Background technology
In the cushion cap foundation construction, adopt the side form of brick loose tool usually as cushion cap, but for some cushion cap; In order to save concrete amount, be designed to taper, perhaps for straight wall cushion cap; In order to protect waterproof roll, in cushion cap and base plate intersection slope chamfering, this just relates to the construction problem of bed course chamfering usually; Common cushion construction method, one side is difficult to control the gradient of chamfering place bed course, and bed course chamfering absolute altitude suitable for reading also can not get guaranteeing on the other hand.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of foundation pad oblique angle job practices of brick loose tool combination wooden model; Solved effectively and be difficult to control the gradient of chamfering place bed course and the problem that bed course chamfering absolute altitude suitable for reading can not get guaranteeing; Practical simplicity, actual effect and better economy.
For solving above-mentioned existing technical problem, the present invention adopts following scheme: a kind of foundation pad oblique angle job practices of brick loose tool combination wooden model may further comprise the steps:
Step 1: build cushion cap brick loose tool by laying bricks or stones, it is domatic that the cushion cap side edge is reserved ladder;
Step 2: the domatic place of ladder adopts cement mortar screeding to falls;
Step 3: template is fixed on the slope on the top, slope;
Step 4: the concreting bed course, after the concrete final set, stripping.
As preferably, when building cushion cap brick loose tool, adopt porous brick to build by laying bricks or stones brick in the said step 1.Porous brick is practiced thrift concrete amount, good economy performance.
As preferably, during fixed form, control template end face absolute altitude is the bedding plane absolute altitude in the said step 3, and template is suitable for reading cuts flatly, is used to put Sopwith staff, guarantee the bedding plane absolute altitude accurately.
As preferably, during fixed form, control the bed course angle of bevel in the said step 3 with template.Utilize the domatic control template gradient of brick loose tool,, can guarantee the accuracy of bed course angle of bevel again through the domatic control bed course of template angle of bevel.
Beneficial effect:
A kind of brick loose tool that the present invention adopts technique scheme to provide makes up the foundation pad oblique angle job practices of wooden model; Solved effectively and be difficult to control the gradient of chamfering place bed course and the problem that bed course chamfering absolute altitude suitable for reading can not get guaranteeing; Practical simplicity, actual effect and better economy.
Description of drawings
Fig. 1 is a sketch map of building the brick loose tool by laying bricks or stones of the present invention;
Fig. 2 is the sketch map that the domatic place of ladder of the present invention adopts cement mortar screeding to falls;
Fig. 3 is the sketch map of sloping top of the present invention fixed form;
Fig. 4 is the sketch map of concreting bed course of the present invention.
The specific embodiment
To shown in Figure 4, a kind of foundation pad oblique angle job practices of brick loose tool combination wooden model may further comprise the steps like Fig. 1:
Step 1: build cushion cap brick loose tool 1 by laying bricks or stones, the cushion cap side edge is reserved ladder domatic 2;
Step 2: domatic 2 places of ladder adopt cement mortar screeding to falls;
Step 3: template 3 is fixed on the slope on the top, slope;
Step 4: concreting bed course 4, after the concrete final set, stripping 3.
When building cushion cap brick loose tool 1, adopt porous brick to build by laying bricks or stones brick in the said step 1.During fixed form 3, control template 3 end face absolute altitudes are the bedding plane absolute altitude in the said step 3, and template 3 is suitable for reading cuts flatly, is used to put Sopwith staff, guarantee the bedding plane absolute altitude accurately.During fixed form 3, control the bed course angle of bevel in the said step 3 with template 3.
During construction; Earlier build cushion cap brick loose tool 1 by laying bricks or stones with porous brick; It is domatic 2 that the cushion cap side edge is reserved ladder, and brick loose tool 2 fissure of displacement spacings satisfy the relevant specification requirement: adopt 240mm thick during stock mould height≤1900mm scope, spacing≤1000mm (centre to centre) is provided with the brick post of 370 * 370mm; The stock mould height adopts 370mm thick in＞1900mm scope, and spacing≤1000mm (centre to centre) is provided with the brick post of 500 * 500mm; Lay cushion cap brick loose tool 1 back and adopt cement mortar screeding to falls at domatic 2 places of ladder, the press polish, smooth of domatic palpus, no groove; On slope top template 3 is fixed on the slope then, control template 3 end face absolute altitudes are the bedding plane absolute altitude, and template 3 is suitable for reading cuts flatly, is used to put Sopwith staff, with guarantee the bedding plane absolute altitude accurately; Utilize the domatic control template gradient of brick loose tool simultaneously, again through the domatic control bed course of template angle of bevel; Last concreting bed course 4 is treated stripping 3 after the concrete final set.The present invention has solved effectively and has been difficult to control the gradient of chamfering place bed course and problem, practical simplicity, actual effect and the better economy that bed course chamfering absolute altitude suitable for reading can not get guaranteeing.
Claims (4)
1. the foundation pad oblique angle job practices of brick loose tool combination wooden model is characterized in that: may further comprise the steps:
Step 1: build cushion cap brick loose tool (1) by laying bricks or stones, the cushion cap side edge is reserved ladder domatic (2);
Step 2: ladder domatic (2) locates to adopt cement mortar screeding to falls;
Step 3: template (3) is fixed on the slope on the top, slope;
Step 4: concreting bed course (4), after the concrete final set, stripping (3).
2. the foundation pad oblique angle job practices of a kind of brick loose tool combination wooden model according to claim 1 is characterized in that: when building cushion cap brick loose tool (1), adopt porous brick to build by laying bricks or stones brick in the said step 1.
3. the foundation pad oblique angle job practices of a kind of brick loose tool combination wooden model according to claim 1; It is characterized in that: during fixed form in the said step 3 (3); Control template (3) end face absolute altitude is the bedding plane absolute altitude; Template (3) is suitable for reading cuts flatly, is used to put Sopwith staff, guarantee the bedding plane absolute altitude accurately.
4. the foundation pad oblique angle job practices of a kind of brick loose tool combination wooden model according to claim 1 is characterized in that: during fixed form in the said step 3 (3), control the bed course angle of bevel with template (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100637468A CN102628274A (en) | 2012-03-12 | 2012-03-12 | Construction method for foundation pad oblique angle of brick moulding bed combined wood mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100637468A CN102628274A (en) | 2012-03-12 | 2012-03-12 | Construction method for foundation pad oblique angle of brick moulding bed combined wood mould |
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| CN102628274A true CN102628274A (en) | 2012-08-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN2012100637468A Pending CN102628274A (en) | 2012-03-12 | 2012-03-12 | Construction method for foundation pad oblique angle of brick moulding bed combined wood mould |
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| CN (1) | CN102628274A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107338685A (en) * | 2017-09-07 | 2017-11-10 | 中铁五局集团第二工程有限责任公司 | III plate-type non-fragment orbit base absolute altitude positions and weathering control device |
| CN111424699A (en) * | 2020-04-28 | 2020-07-17 | 河南省安装集团有限责任公司 | Construction method of pile foundation bearing platform A L C plate forming die |
| CN114108671A (en) * | 2021-10-29 | 2022-03-01 | 上海建工七建集团有限公司 | Construction method of shallow foundation |
| CN114961253A (en) * | 2022-05-29 | 2022-08-30 | 中国五冶集团有限公司 | Construction method of triangular pyramid of water tank of sewage treatment station |
Citations (3)
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|---|---|---|---|---|
| CN101058974A (en) * | 2005-12-21 | 2007-10-24 | 中国水利水电第一工程局 | Once forming construction technique for concrete panel rock fill dam bedding material and slope fixing mortar |
| CN102071698A (en) * | 2010-12-24 | 2011-05-25 | 浙江中南建设集团有限公司 | Construction method of beddings of foundation downward overturn beam and pile cap |
| CN202064634U (en) * | 2011-03-29 | 2011-12-07 | 中天建设集团有限公司 | Formwork supporting structure for square concrete cap |
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2012
- 2012-03-12 CN CN2012100637468A patent/CN102628274A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101058974A (en) * | 2005-12-21 | 2007-10-24 | 中国水利水电第一工程局 | Once forming construction technique for concrete panel rock fill dam bedding material and slope fixing mortar |
| CN102071698A (en) * | 2010-12-24 | 2011-05-25 | 浙江中南建设集团有限公司 | Construction method of beddings of foundation downward overturn beam and pile cap |
| CN202064634U (en) * | 2011-03-29 | 2011-12-07 | 中天建设集团有限公司 | Formwork supporting structure for square concrete cap |
Non-Patent Citations (1)
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| 常焕生: "面板堆石坝翻模固坡技术", 《现代堆石坝技术进展》 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107338685A (en) * | 2017-09-07 | 2017-11-10 | 中铁五局集团第二工程有限责任公司 | III plate-type non-fragment orbit base absolute altitude positions and weathering control device |
| CN111424699A (en) * | 2020-04-28 | 2020-07-17 | 河南省安装集团有限责任公司 | Construction method of pile foundation bearing platform A L C plate forming die |
| CN114108671A (en) * | 2021-10-29 | 2022-03-01 | 上海建工七建集团有限公司 | Construction method of shallow foundation |
| CN114961253A (en) * | 2022-05-29 | 2022-08-30 | 中国五冶集团有限公司 | Construction method of triangular pyramid of water tank of sewage treatment station |
| CN114961253B (en) * | 2022-05-29 | 2023-08-29 | 中国五冶集团有限公司 | Construction method of sewage treatment station pool triangular pyramid |
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Application publication date: 20120808 |