CN109457966A - A kind of mold method of foundation beam - Google Patents
A kind of mold method of foundation beam Download PDFInfo
- Publication number
- CN109457966A CN109457966A CN201811416591.5A CN201811416591A CN109457966A CN 109457966 A CN109457966 A CN 109457966A CN 201811416591 A CN201811416591 A CN 201811416591A CN 109457966 A CN109457966 A CN 109457966A
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- China
- Prior art keywords
- grc plate
- grc
- foundation beam
- foundation
- locating piece
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Abstract
The present invention relates to a kind of mold methods of foundation beam, comprising: measurement GRC plate installation site line；Locating piece is installed on the inside of the GRC plate installation site line；The GRC plate, the fixed locating piece are installed on the outside of the locating piece；Backfilling of earthwork on the outside of the GRC plate；Reinforce the GRC plate.The present invention installs the effectively application instead of brick fetal membrane in foundation beam construction by using GRC plate, compared with traditional brick mold, improve effect, shorten the duration, save the cost, GRC speed of application are 5-8 times of brick loose tool speed of application, substantially reduce the duration, the frequency of use for reducing vertical transportation machinery achieves good economic benefit and social benefit.Further, the present invention keeps the installation of GRC Board position more accurate, first installs locating piece before the installation of GRC plate by first measuring GRC plate installation site line, it can effectively prevent GRC board bottom portion from will not move inward under the side pressure effect of backfill, the installation of GRC Board position is more accurate.
Description
Technical field
The present invention relates to Architectural Equipment field more particularly to a kind of mold methods of foundation beam.
Background technique
Currently, purchasing house becomes most Man's Demands with the development and the improvement of people's living standards of society, but due to
Building is less to often result in the situation that supply falls short of demand.Therefore, real estate developer increasingly pursues the commercial house and builds up speed, thus
Cause the duration of commercial house engineering to greatly shorten, for unit in charge of construction construction requirement (including efficiency and quality) increasingly
It is high.Currently, many realtors are for quick sales, it is especially short for engineering building construction period.In foundation beam work progress
In, due to poured concrete rear pattern plate can not remove or remove it is difficult, in order to save engineering cost, generally use brick
Loose tool construction method.
Brick mold have always many engineerings with, be all used in foundation beam mostly, when the side form of foundation beam remove it is inconvenient
When brick mold, loose tool inner wall be require painting, so be not present spillage the problem of.Concrete rear pattern plate of having constructed can not be torn open
Difficult structure position place is removed or removed, also has using brick and replaces general template.For there are under more basis
The engineering of beam is returned, the foundation construction duration is longer, so that the construction period of Party A be not achieved.
Using when the template of part, having the disadvantage that (1) brick fetal membrane building construction period is long based on brick fetal membrane,
Quality requirement is high, and difficulty of construction is big, and artificial input amount is big；(2) it after brick mold construction, needs to do waterproof layer, process is tedious,
Construction time is long, and construction period is short contradicts；Such as: plastering mortar reaches after some strength that (especially winter wants seeking time
It is longer), it can just do the subsequent operations such as waterproof layer；(3) brick mold Construction on Environment requires very high, such as: it is influenced, is rained by weather
It can not construct.
Summary of the invention
The present invention in order to generated when solving template of the brick fetal membrane as basic beam long construction period, quality requirement is high, applies
The problem that work difficulty is big, artificial input amount is big proposes a kind of brick fetal membrane alternative solution, and used technical solution is: a kind of
The mold method of foundation beam, comprising:
Measure GRC plate installation site line；
Locating piece is installed on the inside of the GRC plate installation site line；
The GRC plate, the fixed locating piece are installed on the outside of the locating piece；
Backfilling of earthwork on the outside of the GRC plate；
Reinforce the GRC plate.
Preferably, the mold method of above-mentioned foundation beam, the method for the measurement GRC plate installation site line specifically:
The GRC plate is formulated according to engineering drawing；
Live foundation trench is excavated, is modified；The construction of foundation beam concrete cushion is carried out on the foundation trench top, base plate of foundation pit is whole
It is flat；
The GRC plate installation site line is measured according to construction requirement.
Preferably, the mold method of above-mentioned foundation beam, the scene foundation trench excavating sideline are taken the hand digging earthwork, are dug
The earthwork is excavated by expecting that tool transports the foundation pit, excavation of earthwork acts in accordance with the foundation trench and excavates sideline vertical excavation.
Preferably, the mold method of above-mentioned foundation beam, and can upper people after the foundation beam concrete cushion construction
When construction, the GRC plate installation site line is measured on the foundation beam concrete cushion, guarantees that foundation trench size is correct.
Preferably, the mold method of above-mentioned foundation beam installs the side of locating piece on the inside of the GRC plate installation site line
Method specifically:
Timber wedge is installed on the inside of the GRC plate installation site line.
Preferably, the mold method of above-mentioned foundation beam, installs the GRC plate on the outside of the locating piece, it is fixed described in
The method of locating piece specifically:
Cutting stock is carried out to the GRC plate, and carries out number label；
The GRC plate of well cutting is placed in concentrate in the foundation pit and is stacked；
The GRC plate of well cutting is marked according to the number and is successively installed on the foundation pit along the locating piece
It is interior；
The locating piece is seated in foundation beam substratum, and is fully inserted into the foundation beam concrete cushion
It is interior.
The straight angle or external corner are fixed on the outside of foundation beam using flitch nail, and upper, middle and lower are each together on the outside of foundation beam,
Inner corner trim is fixed with wire nail, and the top of GRC is installed on fixing piece by connector, and the fixing piece is installed on the back fill course
In the native soil layer in outside.
Preferably, the mold method of above-mentioned foundation beam, the connector are iron wire, and the fixing piece is timber wedge.
Preferably, the mold method of above-mentioned foundation beam, the installation of GRC plate and it is fixed after the completion of, check axis and described
The sectional dimension of foundation beam is coped with the GRC plate and is adjusted, it is ensured that axis, foundation beam size are correct when there is deviation.
The beneficial effects of the present invention are:
1. the present invention installs the effectively application instead of brick fetal membrane in foundation beam construction by using GRC plate, with
Traditional brick mold is compared, and effect is improved, and shortens duration, save the cost, and GRC speed of application is brick loose tool speed of application
5-8 times, substantially reduce the duration, reduce the frequency of use of vertical transportation machinery, achieve good economic benefit and society
It can benefit.Further, the present invention keeps the installation of GRC Board position more accurate, in GRC by first measuring GRC plate installation site line
Locating piece is first installed before plate installation, can effectively prevent GRC board bottom portion will not inside sidesway under the side pressure effect of backfill
Dynamic, the installation of GRC Board position is more accurate.
2. being customized since GRC plate of the invention is required according to foundation beam size by factory, intensity with higher, rigidity
Greatly, conveniently, surface is smooth for cleavable, in-site installation, handles without plastering, can be directly as waterproof matrix, not climate of constructing
It influences, it is easy for installation greatly to shorten the duration, it can satisfy the short requirement of present construction period.Further, GRC plate is upper
Portion is installed on fixing piece by connector, and GRC plate lower part is fixed by locating piece position, and GRC plate is made to be not easy to tilt, and installation is more
Add it is firm, construct it is safer.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples.
Fig. 1 is the structural schematic diagram that GRC plate of the invention is installed in foundation pit；
Fig. 2 is the mounting structure schematic diagram on the outside of GRC plate external corner and foundation beam of the invention；
Fig. 3 is the mounting structure schematic diagram on the outside of GRC plate inner corner trim and foundation beam of the invention；
Fig. 4 is the flow chart of the mold method of foundation beam of the invention；
Description of symbols:
GRC plate 1, foundation trench 2, foundation beam concrete cushion 3, foundation pit 4, locating piece 5, flitch 6, connector 7, on fixing piece 8,
Back fill course 9, native soil layer 10, wire nail 11.
Specific embodiment
In conjunction with the accompanying drawings, the present invention is further explained in detail.These attached drawings are simplified schematic diagram, only with
Illustration illustrates basic structure of the invention, therefore it only shows the composition relevant to the invention.
Embodiment 1:
As shown in Fig. 1,4, the mold method of foundation beam of the invention, comprising:
S01: measurement 1 installation site line of GRC plate；
S02: locating piece 5 is installed on the inside of 1 installation site line of GRC plate；
S03: GRC plate 1, fixed positioning piece 5 are installed on the outside of locating piece 5；
1 outside backfilling of earthwork of S04:GRC plate；
S05: GRC plate 1 is reinforced.
The present invention installs the effectively application instead of brick fetal membrane in foundation beam construction by using GRC plate 1, with biography
The brick mold of system is compared, and effect is improved, and shortens duration, save the cost, and GRC speed of application is brick loose tool speed of application
5-8 times, the duration is substantially reduced, reduces the frequency of use of vertical transportation machinery, achieves good economic benefit and society
Benefit.Further, the present invention keeps the installation of 1 position of GRC plate more accurate, in GRC by first measuring 1 installation site line of GRC plate
Plate 1 first installs locating piece 5 before installing, and can effectively prevent 1 bottom of GRC plate will not be inwardly under the side pressure effect of backfill
Mobile, the installation of 1 position of GRC plate is more accurate.
Embodiment 2:
As shown in Figure 1, the mold method of foundation beam of the invention, comprising:
S01: measurement GRC plate installation site line, method particularly includes:
GRC plate 1 is formulated according to engineering drawing；
Live foundation trench 2 is excavated, is modified；It carries out foundation beam concrete cushion 3 on 2 top of foundation trench to construct, 4 bottom plate of foundation pit is whole
It is flat；
1 installation site line of GRC plate is measured according to construction requirement；
S02: installing locating piece 5 on the inside of 1 installation site line of GRC plate, method particularly includes:
Timber wedge is installed on the inside of 1 installation site line of GRC plate；
S03: the installation GRC plate 1 on the outside of locating piece 5, fixed positioning piece 5, method particularly includes:
Cutting stock is carried out to GRC plate 1, and carries out number label；
The GRC plate 1 of well cutting is placed in concentrate in foundation pit 4 and is stacked；
The GRC plate 1 of well cutting is successively installed in foundation pit 4 according to number label along locating piece 5；
Locating piece 5 is seated in foundation beam substratum, and is fully inserted into foundation beam concrete cushion 3.
As shown in Fig. 2, the straight angle or external corner are fixed on the outside of foundation beam with nail using flitch 6, upper on the outside of foundation beam,
In, it is lower it is each together；As shown in figure 3, inner corner trim is fixed with wire nail 11, the top of GRC plate 1 is installed on fixing piece 8 by connector 7
On, fixing piece 8 is installed in the native soil layer 10 in 9 outside of back fill course；
1 outside backfilling of earthwork of S04:GRC plate；
S05: GRC plate 1 is reinforced.
It since GRC plate 1 of the invention is required according to foundation beam size, is customized by factory, intensity with higher, rigidity
Greatly, conveniently, surface is smooth for cleavable, in-site installation, handles without plastering, can be directly as waterproof matrix, not climate of constructing
It influences, it is easy for installation greatly to shorten the duration, it can satisfy the short requirement of present construction period.Further, GRC plate 1
Top is installed on fixing piece 8 by connector 7, and GRC plate lower part is fixed by locating piece position, and GRC plate is made to be not easy to tilt, and is pacified
Dress is more firm, constructs safer.
Further, live 2 excavating sideline of foundation trench takes the hand digging earthwork, excavates the earthwork by expecting that tool transports foundation pit
4, excavation of earthwork acts in accordance with foundation trench 2 and excavates sideline vertical excavation.
Further, after foundation beam concrete cushion 3 is constructed and when can go up people's construction, in foundation beam concrete cushion
1 installation site line of GRC plate is measured on 3, guarantees that 2 size of foundation trench is correct.
Further, connector 7 is iron wire, and fixing piece 8 is timber wedge.
Further, the installation of GRC plate 1 checks the sectional dimension of axis and foundation beam, is there is deviation with after the completion of fixation
When, reply GRC plate 1 is adjusted, it is ensured that axis, foundation beam size are correct.The installation accuracy of GRC plate is improved by review,
Improve engineering construction safety.
Taking the above-mentioned ideal embodiment according to the present invention as inspiration, through the above description, relevant staff is complete
Various changes and amendments can be carried out without departing from the scope of the technological thought of the present invention' entirely.The technology of this invention
Property range is not limited to the contents of the specification, it is necessary to which the technical scope thereof is determined according to the scope of the claim.
Claims (8)
1. a kind of mold method of foundation beam characterized by comprising
Measure GRC plate installation site line；
Locating piece is installed on the inside of the GRC plate installation site line；
The GRC plate, the fixed locating piece are installed on the outside of the locating piece；
Backfilling of earthwork on the outside of the GRC plate；
Reinforce the GRC plate.
2. the mold method of foundation beam according to claim 1, which is characterized in that the measurement GRC plate installation site line
Method specifically:
The GRC plate is formulated according to engineering drawing；
Live foundation trench is excavated, is modified；The construction of foundation beam concrete cushion, base plate of foundation pit leveling are carried out on the foundation trench top；
The GRC plate installation site line is measured according to construction requirement.
3. the mold method of foundation beam according to claim 2, which is characterized in that the scene foundation trench excavating sideline is taken
The hand digging earthwork excavates the earthwork by expecting that tool transports the foundation pit, and it is vertical that excavation of earthwork acts in accordance with foundation trench excavation sideline
It excavates.
4. the mold method of foundation beam according to claim 2, which is characterized in that the foundation beam concrete cushion construction
After and can upper people's construction when, the GRC plate installation site line is measured on the foundation beam concrete cushion, guarantees foundation trench
Size is correct.
5. the mold method of foundation beam according to claim 1, which is characterized in that in the GRC plate installation site line
The method of side installation locating piece specifically:
Timber wedge is installed on the inside of the GRC plate installation site line.
6. the mold method of foundation beam according to claim 3, which is characterized in that described in being installed on the outside of the locating piece
GRC plate, the method for the fixed locating piece specifically:
Cutting stock is carried out to the GRC plate, and carries out number label；
The GRC plate of well cutting is placed in the foundation pit and concentrates stacking；
The GRC plate of well cutting is marked according to the number, is successively installed in the foundation pit along the locating piece；
The locating piece is seated in foundation beam substratum, and is fully inserted into the foundation beam concrete cushion.
The straight angle or external corner are fixed on the outside of foundation beam using flitch nail, and upper, middle and lower are each together on the outside of foundation beam, inner corner trim
It is fixed with wire nail, the top of GRC is installed on fixing piece by connector, and the fixing piece is installed on the outside of the back fill course
Native soil layer in.
7. the mold method of foundation beam according to claim 6, which is characterized in that the connector is iron wire, described solid
Determining part is timber wedge.
8. the mold method of foundation beam according to claim 1, which is characterized in that after the completion of the installation and fixation of GRC plate,
The sectional dimension of review axis and the foundation beam is coped with the GRC plate and is adjusted, it is ensured that axis, basis when there is deviation
Beam size is correct.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811416591.5A CN109457966A (en) | 2018-11-26 | 2018-11-26 | A kind of mold method of foundation beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811416591.5A CN109457966A (en) | 2018-11-26 | 2018-11-26 | A kind of mold method of foundation beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109457966A true CN109457966A (en) | 2019-03-12 |
Family
ID=65611611
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811416591.5A Pending CN109457966A (en) | 2018-11-26 | 2018-11-26 | A kind of mold method of foundation beam |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114687371A (en) * | 2022-03-31 | 2022-07-01 | 成都建工第二建筑工程有限公司 | Assembled prefabricated brick forming die inclined construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003193482A (en) * | 2001-12-26 | 2003-07-09 | Jgc Corp | Building foundation constructing method |
| CN203546726U (en) * | 2013-09-17 | 2014-04-16 | 中联世纪建设集团有限公司 | Blank form made of glass fiber reinforced cement boards |
| CN104196049A (en) * | 2014-09-19 | 2014-12-10 | 三箭建设工程集团有限公司 | Construction method for brick forms of foundation platforms and grade beams |
| CN104746873A (en) * | 2015-02-17 | 2015-07-01 | 中交一航局第四工程有限公司 | Novel GRC cement board molding bed construction method |
| CN108035354A (en) * | 2017-11-30 | 2018-05-15 | 中国冶集团有限公司 | A kind of construction method of GRC cement plates brick mold |
-
2018
- 2018-11-26 CN CN201811416591.5A patent/CN109457966A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003193482A (en) * | 2001-12-26 | 2003-07-09 | Jgc Corp | Building foundation constructing method |
| CN203546726U (en) * | 2013-09-17 | 2014-04-16 | 中联世纪建设集团有限公司 | Blank form made of glass fiber reinforced cement boards |
| CN104196049A (en) * | 2014-09-19 | 2014-12-10 | 三箭建设工程集团有限公司 | Construction method for brick forms of foundation platforms and grade beams |
| CN104746873A (en) * | 2015-02-17 | 2015-07-01 | 中交一航局第四工程有限公司 | Novel GRC cement board molding bed construction method |
| CN108035354A (en) * | 2017-11-30 | 2018-05-15 | 中国冶集团有限公司 | A kind of construction method of GRC cement plates brick mold |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114687371A (en) * | 2022-03-31 | 2022-07-01 | 成都建工第二建筑工程有限公司 | Assembled prefabricated brick forming die inclined construction method |
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