CN105133630A - Prefabricated part for constructing foundation forming molds - Google Patents
Prefabricated part for constructing foundation forming molds Download PDFInfo
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- CN105133630A CN105133630A CN201510594916.9A CN201510594916A CN105133630A CN 105133630 A CN105133630 A CN 105133630A CN 201510594916 A CN201510594916 A CN 201510594916A CN 105133630 A CN105133630 A CN 105133630A
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- loose tool
- connection strap
- shape connection
- shaped connecting
- connecting strip
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Abstract
The invention discloses a prefabricated part for constructing foundation forming molds. The foundation forming molds include the floor forming mold, the bearing platform forming mold, the patand forming mold, the water collecting well forming mold and the basement drainage ditch forming mold. All the forming molds are formed by the prefabricated parts in a lap-joint and constructed mode. The prefabricated part comprises flat face plates, a flat base plate, an L-shaped connecting strip and a V-shaped connecting strip. The flat face plates, the L-shaped connecting strip and the V-shaped connecting strip are provided with tenons and mortises. Two tenons are arranged on the flat base plate. The flat face plates, the flat base plate, the L-shaped connecting strip and the V-shaped connecting strip are assembled in a lap joint mode and meshed. The forming molds of a floor, a bearing platform, a patand, a water collecting well and a basement water drainage ditch of a foundation are erected through the prefabricated parts, a large amount of manual work and a large quantity of sintered bricks are avoided, and the prefabricated part has the advantages that labor cost is low, the construction period is short, the quality of the forming molds is good, and the prefabricated part adapts to energy saving and emission reduction.
Description
Technical field
The present invention relates to concrete foundation foundation construction technical field, especially a kind of prefabricated component building foundation loose tool.
Background technology
During the foundation construction of prior art concrete foundation, the construction method of employing first carries out soil excavation, carries out brick masonry loose tool, assembling reinforcement, concreting after excavation puts in place.The method often adopts fragment of brick to build by laying bricks or stones for the formwork of the Horizon of foundation, cushion cap, grade beam, collecting well and basement drainage ditch and forms, Problems existing is, fragment of brick is adopted to build above-mentioned fetal membrane by laying bricks or stones, not only cost of labor is high, long construction period, and the clinker brick of at substantial, be contrary to the trend of energy-saving and emission-reduction.
Summary of the invention
The object of the invention is to provide for the deficiencies in the prior art a kind of prefabricated component building foundation loose tool, the present invention adopts the fetal membrane of prefabricated component to the Horizon of foundation, cushion cap, grade beam, collecting well and basement drainage ditch to install, eliminate a large amount of artificial and clinker brick, have that cost of labor is low, short construction period, fetal membrane quality are good and the advantage of energy-saving and emission-reduction.
The concrete technical scheme realizing the object of the invention is:
A kind of prefabricated component building foundation loose tool, described foundation loose tool comprises Horizon loose tool, cushion cap loose tool, grade beam loose tool, collecting well loose tool and basement drainage ditch loose tool, its feature is that described loose tool is built by laying bricks or stones by precast-products lapping and forms, described prefabricated component comprises surface plate, base slab, " L " shape connection strap and " V " shape connection strap, described surface plate is the rectangular flat being respectively equipped with tenon and tongue-and-groove along its dual-side of plate length direction, base slab is along the parallel rectangular flat being provided with two tenons on its plate face of plate length direction, " L " shape connection strap and " V " shape connection strap are the bars of L-shaped and " V " shape in cross section, and " L " shape connection strap and " V " shape connection strap are respectively equipped with tenon and tongue-and-groove along bar length direction dual-side, described surface plate, base slab, " L " shape connection strap and " V " shape connection strap overlap each other, and tenon engages each other with tongue-and-groove.
The present invention adopts the fetal membrane of prefabricated component to the Horizon of foundation, cushion cap, grade beam, collecting well and basement drainage ditch to install, eliminate a large amount of artificial and clinker bricks, there is the advantage that cost of labor is low, short construction period, fetal membrane quality are good and adapt to energy-saving and emission-reduction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the using state schematic diagram of cushion cap and grade beam prefabricated component loose tool;
Fig. 3 is the using state schematic diagram of basement drainage ditch prefabricated component loose tool.
Detailed description of the invention
Consult Fig. 1, the present invention includes surface plate 1, base slab 2, " L " shape connection strap 3 and " V " shape connection strap 4, described surface plate 1 is the rectangular flat being respectively equipped with tenon 5 and tongue-and-groove 6 along its dual-side of plate length direction, base slab 2 is along the parallel rectangular flat being provided with two tenons 5 on its plate face of plate length direction, " L " shape connection strap 3 and " V " shape connection strap 4 are the bars of L-shaped and " V " shape in cross section, and " L " shape connection strap 3 and " V " shape connection strap 4 are respectively equipped with tenon 5 and tongue-and-groove 6 along bar length direction dual-side; Described surface plate 1, base slab 2, " L " shape connection strap 3 and " V " shape connection strap 4 overlap each other, and tenon 5 engages each other with tongue-and-groove 6.
The present invention uses like this:
During concrete foundation foundation construction, the present invention is after ground soil excavation, and before ground reinforcing bar binding, adopt prefabricated component to build by laying bricks or stones the overlap joint that the Horizon of foundation, cushion cap, grade beam, collecting well and basement drainage ditch implement loose tool, specific implementation process is as follows,
According to foundation construction G-Design ground loose tool prefabricated component:
Consult Fig. 1, according to construction process requirement, the surface plate 1 of prefabricated component and base slab 2 are divided into standard size and nonstandard size two kinds, " L " shape connection strap 3 and " V " shape connection strap 4 are standard size, determine the kind of prefabricated component, specification and quantity, and in professional factory processing, for subsequent use.
The overlap joint of ground loose tool is built by laying bricks or stones:
Consult Fig. 1, after ground soil excavation and cushion construction complete, adopt prefabricated component to carry out assembled overlap joint to cushion cap loose tool, grade beam loose tool, collecting well loose tool and basement drainage ditch loose tool respectively to build by laying bricks or stones according to construction process requirement, finally flat-tyre mould carries out assembled overlap joint and builds by laying bricks or stones over the ground;
Installing of cushion cap and grade beam prefabricated component loose tool:
Consult Fig. 1, Fig. 2, a slice base slab 2 is horizontally placed to the bed die of grade beam, and make base slab 2 be provided with facing up of two tenons 5; And the side mold that be symmetrical arranged as grade beam vertical with base slab 2 by two panels surface plate 1, and the tongue-and-groove 6 of surface plate 1 is engaged with the tenon 5 of base slab 2; Two " L " shape connection straps 3 are symmetrically set on two panels surface plate 1, and the tongue-and-groove 6 of " L " shape connection strap 3 is engaged with the tenon 5 of surface plate 1; Finally by two panels surface plate 1 level and the loose tool be symmetrical arranged as cushion cap, and the tongue-and-groove 6 of surface plate 1 is engaged with the tenon 5 of " L " shape connection strap 3; Now, base slab 2 and the vertically disposed surface plate 1 of two panels form the loose tool of grade beam, and the horizontally disposed surface plate 1 of two panels forms the loose tool of cushion cap, and cushion cap and grade beam prefabricated component loose tool have installed;
Installing of basement drainage ditch prefabricated component loose tool:
Consult Fig. 1, Fig. 3, a slice surface plate 1 is horizontally disposed with and forms at the bottom of gutter; Two " V " shape connection straps 4 are located at the dual-side of surface plate 1, and the tongue-and-groove 6 of two " V " shape connection straps 4 and tenon 5 are engaged with the tenon 5 of surface plate 1 dual-side and tongue-and-groove 6 respectively; Two panels surface plate 1 is inclined relative to horizontal and is symmetrical arranged and form two side, gutter; And the tongue-and-groove 6 of two surface plates 1 and tenon 5 are engaged with the tenon 5 of " V " shape connection strap 4 and tongue-and-groove 6 respectively; Again two " V " shape connection straps 4 are located at the dual-side of the surface plate 1 be obliquely installed, and the tongue-and-groove 6 of two " V " shape connection straps 4 and tenon 5 are engaged with the tenon 5 of surface plate 1 dual-side be obliquely installed and tongue-and-groove 6 respectively; Last being horizontally disposed with by two panels surface plate 1 is again formed on gutter two along face; And the tenon 5 of surface plate 1 dual-side and tongue-and-groove 6 are engaged with the tongue-and-groove 6 of two " V " shape connection straps 4 and tenon 5 respectively; Now, the horizontally disposed surface plate 1 of a slice forms the bottom of trench loose tool in gutter, the horizontally disposed surface plate 1 of two panels form gutter on along face loose tool, the surface plate 1 that two panels is obliquely installed forms gutter ditch sidewall loose tool, and basement drainage ditch prefabricated component loose tool has installed;
Adopt above-mentioned construction method can complete collecting well prefabricated component loose tool to install, back tyre mould, grade beam loose tool, collecting well loose tool and basement drainage ditch loose tool overlap joint of entertaining has been built by laying bricks or stones, finally with surface plate 1 over the ground flat-tyre mould carry out overlap joint and build by laying bricks or stones, large-area Horizon selection standard dimension plane plate 1, splicing position, corner or select off-standard size surface plate 1 with the position of other structure cohesions, until foundation loose tool completes, enter the construction of ground reinforcing bar binding, ground concreting and maintenance operation.
Claims (1)
1. one kind builds the prefabricated component of foundation loose tool, described foundation loose tool comprises Horizon loose tool, cushion cap loose tool, grade beam loose tool, collecting well loose tool and basement drainage ditch loose tool, it is characterized in that described loose tool is built by laying bricks or stones by precast-products lapping to form, described prefabricated component comprises surface plate (1), base slab (2), " L " shape connection strap (3) and " V " shape connection strap (4), described surface plate (1) is the rectangular flat being respectively equipped with tenon (5) and tongue-and-groove (6) along its dual-side of plate length direction, base slab (2) is along the rectangular flat being provided with two tenons (5) parallel on its plate face of plate length direction, " L " shape connection strap (3) and " V " shape connection strap (4) is for cross section is L-shaped and the bars of " V " shape, and " L " shape connection strap (3) and " V " shape connection strap (4) is respectively equipped with tenon (5) and tongue-and-groove (6) along bar length direction dual-side, described surface plate (1), base slab (2), " L " shape connection strap (3) and " V " shape connection strap (4) overlap each other, and tenon (5) engages each other with tongue-and-groove (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510594916.9A CN105133630A (en) | 2015-09-18 | 2015-09-18 | Prefabricated part for constructing foundation forming molds |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510594916.9A CN105133630A (en) | 2015-09-18 | 2015-09-18 | Prefabricated part for constructing foundation forming molds |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105133630A true CN105133630A (en) | 2015-12-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510594916.9A Pending CN105133630A (en) | 2015-09-18 | 2015-09-18 | Prefabricated part for constructing foundation forming molds |
Country Status (1)
| Country | Link |
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| CN (1) | CN105133630A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113042A (en) * | 2018-08-01 | 2019-01-01 | 五冶集团上海有限公司 | Subgrade floor construction concrete overhead fetal membrane and construction method |
| CN111663552A (en) * | 2020-06-15 | 2020-09-15 | 中国一冶集团有限公司 | Prefabricated brick fetal membrane of assembled |
| CN112709429A (en) * | 2021-01-06 | 2021-04-27 | 中国华西企业有限公司 | Integrated integrally-mounted brick moulding bed and mounting method thereof |
Citations (8)
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| JPH06346468A (en) * | 1993-06-08 | 1994-12-20 | Koshin Kensetsu Kk | Formwork of foundation |
| CN2227702Y (en) * | 1995-07-25 | 1996-05-22 | 朱其聪 | Fast concrete formwork prefabricated block |
| JP2003147781A (en) * | 2001-11-13 | 2003-05-21 | Misawa Homes Co Ltd | Precast concrete foundation execution plate, foundation structure and foundation construction method |
| CN101806143A (en) * | 2010-04-08 | 2010-08-18 | 叶翼翔 | Prefabricated splicing concrete template |
| CN203256775U (en) * | 2013-05-15 | 2013-10-30 | 甘肃伊真建设集团有限公司 | Precast concrete water-proof soil baffle system of subsurface structure outer wall post-cast strip |
| CN203530958U (en) * | 2013-01-04 | 2014-04-09 | 朱立新 | Thin-wall prefabricated overlapped concrete underground diaphragm wall |
| CN103726508A (en) * | 2014-01-15 | 2014-04-16 | 赵群化 | Prefabricated reinforced concrete board molding bed and construction method |
| CN204385755U (en) * | 2014-12-26 | 2015-06-10 | 上海建工二建集团有限公司 | Foundation construction precast concrete form structure |
-
2015
- 2015-09-18 CN CN201510594916.9A patent/CN105133630A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06346468A (en) * | 1993-06-08 | 1994-12-20 | Koshin Kensetsu Kk | Formwork of foundation |
| CN2227702Y (en) * | 1995-07-25 | 1996-05-22 | 朱其聪 | Fast concrete formwork prefabricated block |
| JP2003147781A (en) * | 2001-11-13 | 2003-05-21 | Misawa Homes Co Ltd | Precast concrete foundation execution plate, foundation structure and foundation construction method |
| CN101806143A (en) * | 2010-04-08 | 2010-08-18 | 叶翼翔 | Prefabricated splicing concrete template |
| CN203530958U (en) * | 2013-01-04 | 2014-04-09 | 朱立新 | Thin-wall prefabricated overlapped concrete underground diaphragm wall |
| CN203256775U (en) * | 2013-05-15 | 2013-10-30 | 甘肃伊真建设集团有限公司 | Precast concrete water-proof soil baffle system of subsurface structure outer wall post-cast strip |
| CN103726508A (en) * | 2014-01-15 | 2014-04-16 | 赵群化 | Prefabricated reinforced concrete board molding bed and construction method |
| CN204385755U (en) * | 2014-12-26 | 2015-06-10 | 上海建工二建集团有限公司 | Foundation construction precast concrete form structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113042A (en) * | 2018-08-01 | 2019-01-01 | 五冶集团上海有限公司 | Subgrade floor construction concrete overhead fetal membrane and construction method |
| CN111663552A (en) * | 2020-06-15 | 2020-09-15 | 中国一冶集团有限公司 | Prefabricated brick fetal membrane of assembled |
| CN112709429A (en) * | 2021-01-06 | 2021-04-27 | 中国华西企业有限公司 | Integrated integrally-mounted brick moulding bed and mounting method thereof |
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Application publication date: 20151209 |