CN204080844U - Assembled steel mould for foundation bearing platform of house building engineering - Google Patents
Assembled steel mould for foundation bearing platform of house building engineering Download PDFInfo
- Publication number
- CN204080844U CN204080844U CN201420531556.9U CN201420531556U CN204080844U CN 204080844 U CN204080844 U CN 204080844U CN 201420531556 U CN201420531556 U CN 201420531556U CN 204080844 U CN204080844 U CN 204080844U
- Authority
- CN
- China
- Prior art keywords
- steel mould
- building engineering
- mould substance
- punching block
- foundation platform
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 61
- 239000010959 steel Substances 0.000 title claims abstract description 61
- 239000000126 substance Substances 0.000 claims description 45
- 238000004080 punching Methods 0.000 claims description 23
- 239000000725 suspension Substances 0.000 claims description 5
- 238000009434 installation Methods 0.000 abstract description 11
- 238000005516 engineering process Methods 0.000 abstract description 6
- 229910052799 carbon Inorganic materials 0.000 abstract description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 abstract 1
- 230000007613 environmental effect Effects 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 19
- 238000000034 method Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 238000009415 formwork Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000000834 fixative Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses an assembled steel mould for house building engineering basis cushion cap, including polylith steel mould body (1), by the polylith the frame of steel mould body (1) between connect the equipment with bolt (5) and form, every the last mouthful outside of steel mould body (1) be equipped with triangle gusset (2), triangle gusset (2) with steel mould body (1) between be formed with the contained angle. The utility model relates to an assembled steel mould that is used for house building engineering basis cushion cap of technology simplification, be convenient for operation, installation convenient, dependable performance, simple structure, manufacturing convenience, low cost, low carbon environmental protection.
Description
Technical field
The utility model technology relates to building engineering foundation platform assembled steel template construction method.Be applicable to the cushion cap template construction of pile-raft foundation.Large at foundation area especially, the engineering that foundation platform physical dimension is relatively consistent, economic benefit is especially obvious.Have model sheetinstallat convenient, speed of application is fast, cost-saving, and in similar engineering, can have enough to meet the need use widely, low-carbon environment-friendly, and the feature such as economize on resources.
Background technology
In building engineering work progress, pile-raft foundation is widely adopted as high-rise, that super highrise building is the most general foundation structure form.Foundation platform uses traditional construction technique usually to adopt brick loose tool or common loose spelling wooden form.Shortcoming is that template construction workload is large, complex process, and construction speed is slow, and quality difficulty controls; And the wasting of resources is large, not environmentally, runs counter to the developing direction of building industry green construction, low-carbon environment-friendly.
For the cushion cap foundation construction of the pile foundation raft foundation form extensively adopted, especially single story building area is large, cushion cap form is relatively fixing, cushion cap sectional dimension is made up of one or several, organizes subregion cross construction according to fixative composition formula steel form technique, makes assembled steel template have enough to meet the need use by certain flowing water order, compared with traditional operation, can construction cost be reduced, increase productivity, and improve construction quality.
Utility model content
The utility model technology technical problem to be solved is to provide that a kind of technique is simple, dependable performance, convenient, the lower-cost assembling punching block for building engineering foundation platform of installation.
In order to solve the problem, the assembling punching block for building engineering foundation platform that the utility model provides, comprise polylith steel mould substance, to assemble with bolt between frame by the steel mould substance described in polylith and form, the outside suitable for reading of the steel mould substance described in every block is provided with triangle gusset, is formed with angle between described triangle gusset and described steel mould substance.
The angle be formed between described triangle gusset and described steel mould substance is 135 °.
The specification of described bolt is M16 × 40.
The outside of described steel mould substance is provided with at least one vertical central sill 3.
Described vertical central sill is 80 ㎜ × 40 ㎜ square tubes.
The specification of described steel mould substance all establishes 2 for the vertical central sill described in during single-piece molded that 900 ㎜ and 800 ㎜ are wide.
The top mouth in outside of the steel mould substance described in every block is provided with suspension ring between two parties.
Described steel mould substance is the little punching block of 86 serial monolithic, and monolithic maximum weight is no more than 100KG.
Adopt the assembling punching block for building engineering foundation platform of technique scheme, to assemble with bolt between frame by multiple steel mould substance and form, the outside suitable for reading of each steel mould substance is provided with triangle gusset, be 135 ° of angles with steel plate after installation, triangle gusset is used for the external corner chamfering suitable for reading in concrete bearing platform hole.Assemble with M16 × 40 bolt between the frame of monolithic steel mould substance, all connecting portions all adopt M16 × 40 screw rod loose joint, and installation and removal is all very convenient.Vertical central sill 80 ㎜ × 40 ㎜ square tubes, the wide monolithic steel mould substance of 900 ㎜ and 800 ㎜ all establishes 2 vertical central sills, its horizontal level strict conformance, to ensure template system rigidity.Steel mould substance is the little punching block of 86 serial monolithic, and monolithic maximum weight is no more than 100KG, easy for installation.The top mouth of every block steel mould substance arranges suspension ring, between two parties for formwork hoisting.
For the assembling punching block of building engineering foundation platform according to construction organization and deployment and cushion cap section form classification design combined steel template.Between each region, use is had enough to meet the need according to cross construction order,
The assembling punching block for building engineering foundation platform adopting the technical program to provide carries out house construction engineering foundation platform template construction, comparatively traditional handicraft rapid and convenient, and construction technology is simple, and speed is fast, and cost is low, and quality is good.There is extraordinary economy and practicality, can popularity in the industry.
In sum, the utility model is that a kind of technique is simple, dependable performance, convenient, the lower-cost assembling punching block for building engineering foundation platform of installation.
Accompanying drawing explanation
Fig. 1 is steel mould substance package assembly schematic diagram of the present utility model.
Fig. 2 is the structure left view of single steel mould substance of the present utility model.
Fig. 3 is the first package assembly schematic diagram of the present utility model.
Fig. 4 is the second package assembly schematic diagram of the present utility model.
Fig. 5 is the third package assembly schematic diagram of the present utility model.
Detailed description of the invention
Below in conjunction with photo and detailed description of the invention, the utility model is described in further detail.
See Fig. 1 and Fig. 2, a kind of assembling punching block for building engineering foundation platform, to assemble with bolt 5 between frame by polylith steel mould substance 1 and form, the outside suitable for reading of each steel mould substance 1 is provided with triangle gusset 2, and installation Vee formation gusset 2 and steel mould substance 1 are in 135 ° of angles.For the external corner chamfering suitable for reading in concrete bearing platform hole.
Assemble with the bolt 5 of M16 × 40 between the frame of polylith steel mould substance 1.All connecting portions all adopt screw rod 5 loose joint of M16 × 40, and installation and removal is all very convenient.
The outside of every block steel mould substance 1 is provided with at least one vertical central sill 3, and vertical central sill 3 is 80 ㎜ × 40 ㎜ square tubes.
When the specification of steel mould substance 1 is 900 ㎜ and 800 ㎜ wide single-piece molded, vertical central sill 3 all establishes 2, its horizontal level strict conformance, to ensure template system rigidity.
The top mouth in outside of every block steel mould substance 1 is provided with suspension ring 4, between two parties for formwork hoisting.
Steel mould substance 1 is the little punching block of 86 serial monolithic, and monolithic maximum weight is no more than 100KG, easy for installation.
See Fig. 1, Fig. 2 and Fig. 3, the construction method that this construction construction technical schemes provides, construction technology is as follows:
1. foundation platform line setting.
2. foundation platform soil excavation, puts 400 outward.
3. foundation platform bed course is built, and puts 400 outward.
4. foundation platform unwrapping wire.
5. process after steel form is transported to scene according to layout design, it is assembled to carry out foundation platform combined steel template.
6. cushion cap formwork reinforcement.
7. cushion cap concreting and maintenance.
8. steel form is removed, and forwards next region week to and uses.
According to stake raft cushion cap foundation feature, divide and be surrounded by single pile cap, cap with two piles, three pile caps, four pile caps, five pile caps, six-pile cap, seven pile caps, eight pile caps, nine pile caps.
For Fig. 3, install and use step: found steel mould substance 1 according to surveying setting-out, and then splice, splice fixing finally by two diagonal angles with the steel mould substance 1 stood.Then continue vertical second layer steel mould substance 1 is installed according to order above, adopt M16 × 40 bolt 5 to be flexibly connected with first floor steel mould substance 1, then triangle gusset 2 is installed.Assemble with the bolt 5 of M16 × 40 between the frame of monolithic steel mould substance 1.All connecting portions all adopt screw rod 5 loose joint of M16 × 40, and installation and removal is all very convenient.
Steel mould substance 1 is the little punching block of 86 serial monolithic, and monolithic maximum weight is no more than 100KG, vertical central sill 3 square tube of 80 ㎜ × 40 ㎜, and the wide monolithic steel mould substance 1 of 900 ㎜ and 800 ㎜ all establishes 2 vertical central sills 3, its horizontal level strict conformance.Without wall-through hole and horizontal bright back cord, without support system, Assembling to top, coordinates steel tube fastener to reinforce by screw mandrel.Frame hole is 13 ㎜ × 30 ㎜ slotted holes, assembles between the frame of monolithic steel mould substance 1 with bolt 5 loose joint of M16 ㎜ 40.
After Installation and Debugging have been reinforced, can concreting, treat that concrete strength reaches the dismountable steel mould substance 1 of 1.2MPA, transfer to the turnover of next flowing water section and use.
Fig. 4 is the second package assembly schematic diagram of the present utility model.
Fig. 5 is the third package assembly schematic diagram of the present utility model.
The utility model can form different shapes according to the shape of concrete stake raft cushion cap foundation.
Claims (10)
1. the assembling punching block for building engineering foundation platform, comprise polylith steel mould substance (1), it is characterized in that: to assemble with bolt (5) between the frame by the steel mould substance (1) described in polylith and form, the outside suitable for reading of the steel mould substance (1) described in every block is provided with triangle gusset (2), is formed with angle between described triangle gusset (2) and described steel mould substance (1).
2. the assembling punching block for building engineering foundation platform according to claim 1, is characterized in that: the angle be formed between described triangle gusset (2) and described steel mould substance (1) is 135 °.
3. the assembling punching block for building engineering foundation platform according to claim 1 and 2, is characterized in that: the specification of described bolt (5) is M16 × 40.
4. the assembling punching block for building engineering foundation platform according to claim 1 and 2, is characterized in that: the outside of described steel mould substance (1) is provided with at least one vertical central sill (3).
5. the assembling punching block for building engineering foundation platform according to claim 4, is characterized in that: described vertical central sill (3) is 80 ㎜ × 40 ㎜ square tubes.
6. the assembling punching block for building engineering foundation platform according to claim 4, is characterized in that: the specification of described steel mould substance (1) all establishes 2 for the vertical central sill (3) described in during single-piece molded that 900 ㎜ and 800 ㎜ are wide.
7. the assembling punching block for building engineering foundation platform according to claim 4, is characterized in that: the specification of described steel mould substance (1) all establishes 2 for the vertical central sill (3) described in during single-piece molded that 900 ㎜ and 800 ㎜ are wide.
8. the assembling punching block for building engineering foundation platform according to claim 1 and 2, is characterized in that: the top mouth in outside of every steel mould substance (1) described in block is provided with a suspension ring (4) between two parties.
9. the assembling punching block for building engineering foundation platform according to claim 3, is characterized in that: the top mouth in outside of every steel mould substance (1) described in block is provided with a suspension ring (4) between two parties.
10. the assembling punching block for building engineering foundation platform according to claim 1 and 2, is characterized in that: described steel mould substance (1) is the little punching block of 86 serial monolithic, and monolithic maximum weight is no more than 100KG.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420531556.9U CN204080844U (en) | 2014-09-16 | 2014-09-16 | Assembled steel mould for foundation bearing platform of house building engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420531556.9U CN204080844U (en) | 2014-09-16 | 2014-09-16 | Assembled steel mould for foundation bearing platform of house building engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204080844U true CN204080844U (en) | 2015-01-07 |
Family
ID=52173579
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420531556.9U Expired - Fee Related CN204080844U (en) | 2014-09-16 | 2014-09-16 | Assembled steel mould for foundation bearing platform of house building engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204080844U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109137956A (en) * | 2018-09-29 | 2019-01-04 | 五冶集团上海有限公司 | A kind of pile cap steel mould production method |
| CN114922218A (en) * | 2022-07-01 | 2022-08-19 | 浙江交工装备工程有限公司 | Assembled template for bridge substructure |
| CN114960724A (en) * | 2022-05-30 | 2022-08-30 | 浙江省天正设计工程有限公司 | Magnetic drive control adjustable bearing platform steel formwork and construction method thereof |
-
2014
- 2014-09-16 CN CN201420531556.9U patent/CN204080844U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109137956A (en) * | 2018-09-29 | 2019-01-04 | 五冶集团上海有限公司 | A kind of pile cap steel mould production method |
| CN114960724A (en) * | 2022-05-30 | 2022-08-30 | 浙江省天正设计工程有限公司 | Magnetic drive control adjustable bearing platform steel formwork and construction method thereof |
| CN114922218A (en) * | 2022-07-01 | 2022-08-19 | 浙江交工装备工程有限公司 | Assembled template for bridge substructure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108560719B (en) | Supporting and mounting method for super-large-span double-layer bidirectional suspension cable structure | |
| CN107143034A (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
| CN201972269U (en) | Prefabricated reinforcing steel bar concrete shear wall | |
| CN105952148B (en) | Easy-dismount aluminum alloy pattern plate support system and construction method in narrow movement joint | |
| CN104631512A (en) | Post-cast strip beam and slab construction method adopting formwork hanging method | |
| CN102979304A (en) | Construction method of double shear wall formworks at deformation joint of high-rise building | |
| CN204960296U (en) | Adjustable shaped steel stencil assembly | |
| CN204080844U (en) | Assembled steel mould for foundation bearing platform of house building engineering | |
| CN205875394U (en) | Antidetonation concrete beam column that dry process is connected | |
| CN107476583A (en) | A kind of concrete assembled building builds construction method | |
| CN208363271U (en) | A kind of basement steel pipe congruent band of column girder connection using reverse construction | |
| CN207749409U (en) | Detachable assembling type reinforced concrete bridge pier cushion cap connection structure | |
| CN202202412U (en) | Rectangular steel pipe concrete special-shaped column-steel beam framework middle node | |
| CN104895221B (en) | Assembled shaped steel confined concrete shear wall structure | |
| CN104141358A (en) | Mortar-free self-embedded masonry structure system and building comprising system | |
| CN202658765U (en) | Keel framework concrete anti-crack filling wall | |
| CN211143050U (en) | Grouting type underground continuous wall of prefabricated column and wall plate | |
| CN103993739A (en) | Method for constructing stiff beam of spraying layer of prilling tower | |
| CN203834809U (en) | Steel pipe column structure for steel pipe column concrete side pouring method | |
| CN202202415U (en) | Side node of rectangular steel pipe concrete special-shaped column and steel beam framework | |
| CN206205429U (en) | Easy-dismount aluminum alloy pattern plate support system in narrow movement joint | |
| CN204225503U (en) | Large span steel truss high altitude bulk conversion beam moulding bed | |
| CN204960324U (en) | Suspension type floor formwork support device | |
| CN204199691U (en) | A kind of handrail formwork for placing structure of spiral stairs | |
| CN204510688U (en) | A kind of temporary fixing structure of precast wall panel |
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: 20150107 Termination date: 20190916 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |