CN106320357B - A kind of one-time formed mold of steel structure base - Google Patents
A kind of one-time formed mold of steel structure base Download PDFInfo
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- CN106320357B CN106320357B CN201610680369.0A CN201610680369A CN106320357B CN 106320357 B CN106320357 B CN 106320357B CN 201610680369 A CN201610680369 A CN 201610680369A CN 106320357 B CN106320357 B CN 106320357B
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- bottom plate
- steel structure
- structure base
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/013—Shuttering specially adapted therefor
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
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- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
A kind of one-time formed mold of steel structure base, including model A and Model B, two model A and the spaced setting of two Model Bs form entire mold, it is characterised in that：The model A includes top plate A, middle plate A and bottom plate A, the top plate A, the connecting plate A that middle plate A and bottom plate A is arranged in parallel by two welds together, the Model B includes top plate B, the connecting plate B that middle plate B and bottom plate B is arranged in parallel by two welds together, the bottom outside of the bottom plate A is welded with fixed plate, the both ends of the bottom plate B in the longitudinal direction are welded with buttcover plate, through-hole is both provided on the connecting plate A and top plate B, through-hole is both provided on the bottom plate A and buttcover plate, between the model A and Model B by the bolt that is mounted in through-hole connection the mold realizes the one-time-concreting molding of steel structure base pier, it saves manpower and time.
Description
Technical field
The present invention relates to technical field of building construction, are specifically exactly a kind of one-time formed mold of steel structure base.
Background technology
Foundation pier be it is a kind of using mechanically or manually in ground excavate pore-forming after footnote concrete and formed, due to cut
Face size is larger, and length is relatively short, and rugosity is like pier, therefore referred to as pier foundation, and pier foundation can be divided into embedding rock pier according to whether embedding rock
Basic and non-embedding rock pier foundation, can be divided into base expanding and base expanding pier foundation and straight pier foundation according to whether base expanding and base expanding, since pier foundation is easy for construction,
Construction equipment is simple, and when construction is noiseless, and speed is fast, without friction, and easily verifies and whether reach the design supporting course to be gone,
It can do experiment when necessary and measure its physical characteristic, because being widely used in each Industrial and Civil Engineering, science of bridge building, coal mine
In the engineerings such as construction.
Pier foundation is chiefly used in tier building, since area of base is calculated by the design method of subsoil, eliminates
Single pier load test, it is therefore, more welcome under conditions of duration anxiety.
But it is being typically all scene pouring in foundation pier at the construction field (site), and generally require in current pier foundation
Zhi Sanci molds, pier foundation are generally divided into upper strata, middle level and bottom, and middle level is ramped shaped, need first to pour during pouring
After having built bottom and having solidified substantially, then middle layer is poured, pour upper strata again after then waiting for middle layer solidification, pour layer by layer in this way
It is longer to build the used time, the duration is not easy to grasp, and building trade has temperature and weather certain requirement, winter temperature
It is low, it can not construct, while need more people's common operationals that could complete pouring for pier foundation in the construction process, waste people
Power, and efficiency is low, it is most important that and the Production Time of pier foundation is long, it is impossible to control, the entire duration be caused to tie down, Wu Fashi
The operation in existing later stage.
Invention content
The purpose of the present invention is to provide a kind of one-time formed mold of steel structure base, which realizes steel structure base
The one-time-concreting molding of pier, saves manpower and time.
The technical scheme adopted by the invention to solve the technical problem is that：A kind of one-time formed mold of steel structure base,
Including model A and Model B, two model A and the spaced setting of two Model Bs form entire mold, it is characterised in that：It is described
Model A to include top plate A, middle plate A and bottom plate A, the top plate A, middle plate A and bottom plate A flat by two
The connecting plate A of row setting welds together, and it is parallel by two with bottom plate B that the Model B includes top plate B, middle plate B
The connecting plate B of setting welds together；
The bottom outside of the bottom plate A is welded with fixed plate；
The both ends of the bottom plate B in the longitudinal direction are welded with buttcover plate；
Through-hole is both provided on the connecting plate A and top plate B；
Through-hole is both provided on the bottom plate A and buttcover plate；
Between the model A and Model B by the bolt that is mounted in through-hole connection.
As an optimization, be welded between the connecting plate A and connecting plate A support plate A, the support plate A with it is upper
Laminate A, middle plate A and bottom plate A welding, are welded with support plate B, the support between the connecting plate B and connecting plate B
Plate B is welded with top plate B, middle plate B and bottom plate B.
As an optimization, it is welded with bearing diagonal between the connecting plate B and top plate B.
As an optimization, be arranged in parallel between the top plate A and bottom plate A, the middle plate A and top plate A and
It is obliquely installed between bottom plate A, is arranged in parallel between the top plate B and bottom plate B, the middle plate B and top plate B
It is obliquely installed between bottom plate B.
As an optimization, the middle plate A and middle plate B is isosceles trapezoid.
As an optimization, the fixed plate and buttcover plate are angle steel.
The beneficial effects of the invention are as follows：Compared with prior art, the one-time formed mould of a kind of steel structure base of the invention
Tool, mold of the invention is made up of four outer layer models, adjacent to be bolted between the two, easy for assemble or unload, outside
Layer sets a variety of support plates, ensures the stability of structure, service life is long, and mold of the invention can realize steel structure base pier
Field fabrication, and one-pass molding saves the time, it is easy to operate effectively, can different size of basis according to actual needs
Pier sets different size of mold, meets the needs of various models, substantially reduces the duration of engineering, and the basis produced
Pier is high-quality, stable structure.
Description of the drawings
Fig. 1 is the stereogram of the present invention；
Fig. 2 is the stereogram of model A of the present invention；
Fig. 3 is the left view of model A of the present invention；
Fig. 4 is the stereogram of Model B of the present invention；
Fig. 5 is the left view of Model B of the present invention；
Wherein, 1 model A, 2 Model Bs, 3 top plate A, 4 middle plate A, 5 bottom plate A, 6 connecting plate A, 7 support plate A, 8 are fixed
Plate, 9 top plate B, 10 middle plate B, 11 bottom plate B.12 connecting plate B, 13 support plate B, 14 buttcover plates, 15 bearing diagonals, 16 through-holes,
17 bolts.
Specific embodiment
As shown in Figs. 1-5, the one-time formed mold of a kind of steel structure base, including model A1 and Model B 2, two models
The spaced setting of A1 and two Model B 2 forms entire mold, it is characterised in that：The model A1 include top plate A3, in
Laminate A4 and bottom plate A5, the connecting plate A6 that the top plate A3, middle plate A4 and bottom plate A5 are arranged in parallel by two
Weld together, the Model B 2 includes the company that top plate B9, middle plate B10 and bottom plate B11 are arranged in parallel by two
Fishplate bar B12 welds together；
The bottom outside of the bottom plate A5 is welded with fixed plate 8；
The both ends of the bottom plate B11 in the longitudinal direction are welded with buttcover plate 14；
Through-hole 16 is both provided on the connecting plate A6 and top plate B9；
Through-hole 16 is both provided on the bottom plate A5 and buttcover plate 14；
It is connected between the model A1 and Model B 2 by the bolt 17 being mounted in through-hole.
As an optimization, it is equal that support plate A7, the support plate A7 are welded between the connecting plate A6 and connecting plate A6
It is welded with top plate A3, middle plate A4 and bottom plate A5, support plate is welded between the connecting plate B12 and connecting plate B12
B13, the support plate B13 are welded with top plate B9, middle plate B10 and bottom plate B11.
As an optimization, it is welded with bearing diagonal 15 between the connecting plate B12 and top plate B9.
As an optimization, it is arranged in parallel between the top plate A3 and bottom plate A5, the middle plate A4 and top plate
It is obliquely installed, is arranged in parallel between the top plate B9 and bottom plate B11, the middle plate between A3 and bottom plate A5
It is obliquely installed between B10 and top plate B9 and bottom plate B11.
As an optimization, the middle plate A4 and middle plate B10 is isosceles trapezoid.
As an optimization, the fixed plate 8 and buttcover plate 14 are angle steel.
The casting method of steel structure base pier：First this mold is assembled, can scene poured, also can be at other
Suitable place is poured, and four model loops form entire mold around assembling, and entire mold forms three layers, upper strata, middle level and
Bottom, it is consistent with the shape of foundation pier, first by the horizontal positioned reinforcing bar of installation two in the bottom of mold, mould before pouring
Be provided with corresponding hole on tool bottom, the both ends of reinforcing bar are clamped by bolt and mold bottom layer realization, when preventing from pouring, mold with
Reinforcing bar generates dislocation, and extraneous destruction is prevented in course of hardening, strengthens the curing quality of foundation pier, while ensure base
The structural stability of plinth pier.
In casting process, one-pass molding casting method can be selected, four perforative reinforcing bars are installed in the bottom of mold,
Two of which is mutually perpendicular to other two, and four reinforcing bars of bottom are horizontally disposed, and four are placed vertically on upper strata and middle level
The reinforcing bar of setting is fixedly connected between the reinforcing bar being disposed vertically and the horizontal positioned reinforcing bar of bottom, by pouring, optimized integration
The reinforcing bar of cross-distribution inside pier, the guarantee of optimized integration pier structure intensity.After the completion of pouring, by mould release, by reinforcing bar
On Bolt dismantling, entire foundation pier completes, and four in the vertical direction of foundation pier reinforcing bar upper end is equal by bolt
Platform sling is connected with, it is simple and convenient by the lifting movement of platform sling optimized integration pier.
Steel structure base can directly use finished product, also can scene pouring.
Independent type steel architecture basics can be produced, communication type steel structure base can also be produced.
Steel structure base size, reconfigurable section, can be according to the different steel constructions for needing to produce different size, shape
Basis.
The all directions own centre line of mold can find the center of steel structure base, ensure the centre bit of foundation pier
It puts.
Primary to pour, one-pass molding, integrated connection property is more preferable, and performance is more preferably；Manpower is saved, the time is saved, saves money
30% or so；Winter can construct, and traditional forming method must pour at least 3 times, and winter weather is colder, can not construct, this hair
Bright realization is primary to pour, and error is small.
Mold is made up of four outer layer models, adjacent to be bolted between the two, and easy for assemble or unload, outer layer is set
A variety of support plates are put, ensure the stability of structure, service life is long, and mold of the invention can realize showing for steel structure base pier
Field makes, and one-pass molding, saves the time, easy to operate effective, different size of foundation pier can set according to actual needs
Different size of mold is put, meets the needs of various models, substantially reduces the duration of engineering, and the foundation pier matter produced
It measures, stable structure.
Above-mentioned specific embodiment is only the specific case of the present invention, and scope of patent protection of the invention includes but not limited to
The product form and style of above-mentioned specific embodiment, a kind of any steel structure base for meeting claims of the present invention are primary
The appropriate variation or modification that molding mold and any person of an ordinary skill in the technical field do it, should all fall into this
The scope of patent protection of invention.
Claims (6)
1. a kind of one-time formed mold of steel structure base, including model A（1）And Model B（2）, two model A（1）With two
Model B（2）Spaced setting forms entire mold, it is characterised in that：The model A（1）Including top plate A（3）, middle level
Plate A（4）With bottom plate A（5）, the top plate A（3）, middle plate A（4）With bottom plate A（5）It is arranged in parallel by two
Connecting plate A（6）Weld together, the Model B（2）Including top plate B（9）, middle plate B（10）With bottom plate B（11）It is logical
Cross two connecting plate B being arranged in parallel（12）Weld together；
The bottom plate A（5）Bottom outside be welded with fixed plate（8）；
The bottom plate B（11）Both ends in the longitudinal direction are welded with buttcover plate（14）；
The connecting plate A（6）With top plate B（9）On be both provided with through-hole（16）；
The bottom plate A（5）And buttcover plate（14）On be both provided with through-hole（16）；
The model A（1）And Model B（2）Upper end by being mounted on connecting plate A（6）With top plate B（9）On through-hole
（16）Interior bolt（17）Connection, the model A（1）And Model B（2）Lower end by being mounted on bottom plate A（5）And docking
Plate（14）On through-hole（16）Interior bolt（17）Connection.
2. a kind of one-time formed mold of steel structure base according to claim 1, it is characterised in that：The connecting plate
A（6）With connecting plate A（6）Between be welded with support plate A（7）, the support plate A（7）Simultaneously with top plate A（3）, middle plate A
（4）With bottom plate A（5）Welding, the connecting plate B（12）With connecting plate B（12）Between be welded with support plate B（13）, it is described
Support plate B（13）Simultaneously with top plate B（9）, middle plate B（10）With bottom plate B（11）Welding.
3. a kind of one-time formed mold of steel structure base according to claim 1 or 2, it is characterised in that：The company
Fishplate bar B（12）With top plate B（9）Between be welded with bearing diagonal（15）.
4. a kind of one-time formed mold of steel structure base according to claim 1 or 2, it is characterised in that：Described is upper
Laminate A（3）With bottom plate A（5）Between be arranged in parallel, the middle plate A（4）With top plate A（3）With bottom plate A（5）Between
It is obliquely installed, the top plate B（9）With bottom plate B（11）Between be arranged in parallel, the middle plate B（10）With top plate B
（9）With bottom plate B（11）Between be obliquely installed.
5. a kind of one-time formed mold of steel structure base according to claim 1, it is characterised in that：The middle plate
A（4）With middle plate B（10）For isosceles trapezoid.
6. a kind of one-time formed mold of steel structure base according to claim 1, it is characterised in that：The fixed plate
（8）With buttcover plate（14）It is angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610680369.0A CN106320357B (en) | 2016-08-18 | 2016-08-18 | A kind of one-time formed mold of steel structure base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610680369.0A CN106320357B (en) | 2016-08-18 | 2016-08-18 | A kind of one-time formed mold of steel structure base |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106320357A CN106320357A (en) | 2017-01-11 |
| CN106320357B true CN106320357B (en) | 2018-07-10 |
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ID=57742929
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610680369.0A Active CN106320357B (en) | 2016-08-18 | 2016-08-18 | A kind of one-time formed mold of steel structure base |
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| Country | Link |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6237420A (en) * | 1985-08-12 | 1987-02-18 | Eidai Kako Kk | Constructing method for concrete foundation |
| CN202064370U (en) * | 2011-05-11 | 2011-12-07 | 北京中水恒信环境科技发展有限公司 | Splicing type multi-ribbed-plate foundation structure |
| CN204282391U (en) * | 2014-11-25 | 2015-04-22 | 中国建筑第六工程局有限公司 | A kind of heel foundation formwork erecting structure |
| CN205369286U (en) * | 2016-02-04 | 2016-07-06 | 河北晶通建筑科技有限公司 | Prefabricated isolated footing mould |
-
2016
- 2016-08-18 CN CN201610680369.0A patent/CN106320357B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6237420A (en) * | 1985-08-12 | 1987-02-18 | Eidai Kako Kk | Constructing method for concrete foundation |
| CN202064370U (en) * | 2011-05-11 | 2011-12-07 | 北京中水恒信环境科技发展有限公司 | Splicing type multi-ribbed-plate foundation structure |
| CN204282391U (en) * | 2014-11-25 | 2015-04-22 | 中国建筑第六工程局有限公司 | A kind of heel foundation formwork erecting structure |
| CN205369286U (en) * | 2016-02-04 | 2016-07-06 | 河北晶通建筑科技有限公司 | Prefabricated isolated footing mould |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106320357A (en) | 2017-01-11 |
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