CN106320357A - Steel structure foundation one-time-forming mold - Google Patents
Steel structure foundation one-time-forming mold Download PDFInfo
- Publication number
- CN106320357A CN106320357A CN201610680369.0A CN201610680369A CN106320357A CN 106320357 A CN106320357 A CN 106320357A CN 201610680369 A CN201610680369 A CN 201610680369A CN 106320357 A CN106320357 A CN 106320357A
- Authority
- CN
- China
- Prior art keywords
- plate
- model
- bottom plate
- steel structure
- top plate
- 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.)
- Granted
Links
Classifications
-
- 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
Abstract
The invention discloses a steel structure foundation one-time-forming mold. The mold comprises models A and models B; the two models A and the two models B are arranged in a spaced manner to form the whole mold. The mold is characterized in that each model A comprises an upper layer plate A, a middle layer plate A and a bottom layer plate A, wherein the upper layer plate A, the middle layer plate A and the bottom layer plate A are welded together through two connecting plates A which are arranged in parallel; each model B comprises an upper layer plate B, a middle layer plate B and a bottom layer plate B which are welded together through two connecting plates B which are arranged in parallel; fixing plates are welded to the outer sides of the bottoms of the bottom layer plates A, abut-joint plates are welded to the two ends, in the length direction, of each bottom layer plate B, through holes are formed in the connecting plates A and the upper layer plates B, through holes are formed in the bottom layer plates A and the abut-joint plates, and the models A and the models B are connected through bolts mounted in the through holes. According to the mold, one-time pouring molding of a steel structure foundation pier can be achieved, and manpower and time are saved.
Description
Technical field
The present invention relates to technical field of building construction, be exactly specifically a kind of one-time formed mould of steel structure base.
Background technology
Foundation pier is that a kind of utilization is mechanically or manually excavated footnote concrete after pore-forming in ground and formed, owing to cutting
Face size is relatively big, and length is relatively short, and rugosity is like pier, therefore referred to as pier foundation, pier foundation, according to whether embedding rock, can be divided into embedding rock pier
Basic and non-embedding rock pier foundation, can be divided into the basic and straight pier foundation of bottom-enlarging pier according to whether base expanding and base expanding, due to pier foundation easy construction,
Construction equipment is simple, noiselessness during construction, and speed is fast, friction, and easily verifies whether reach the supporting course that design is to be gone,
Its physical characteristic of mensuration of can doing experiment if desired, because being widely used in each Industrial and Civil Engineering, science of bridge building, colliery
In the engineerings such as construction.
Pier foundation is used for tier building, owing to area of base is calculated by the method for designing of subsoil, eliminates
Single pier load test, therefore, more welcome under conditions of duration anxiety.
But it is being typically all concreting in site in foundation pier at the construction field (site) at current pier foundation, and it is generally required to
Zhi Sanci mould, pier foundation is generally divided into upper strata, middle level and bottom, and middle level is ramped shaped, needs first to water during pouring
After having built bottom and substantially having solidified, then pour intermediate layer, pour upper strata again after then waiting intermediate layer solidification, water the most layer by layer
It is longer to build the used time, is not easy to grasp for the duration, and building trade has certain requirement, winter temperature to temperature and weather
Low, it is impossible to construction, need many people common operational just can complete pouring of a pier foundation simultaneously in work progress, 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 controls, causes the whole duration and tie down, it is impossible to real
The operation in existing later stage.
Summary of the invention
It is an object of the invention to provide a kind of one-time formed mould of steel structure base, this mould realizes steel structure base
The one-time-concreting molding of pier, saves manpower and time.
The present invention solves its technical problem and is adopted the technical scheme that: a kind of one-time formed mould of steel structure base,
Whole mould is formed including model A and Model B, two model A and two spaced settings of Model B, it is characterised in that: described
Model A include top plate A, la m A and bottom plate A, described top plate A, la m A and bottom plate A by two put down
The connecting plate A that row is arranged welds together, and described Model B includes that top plate B, la m B are parallel by two with bottom plate B
The connecting plate B arranged welds together；
The bottom outside of described bottom plate A is welded with fixed plate；
Described bottom plate B two ends in the longitudinal direction are welded with buttcover plate；
It is provided with through hole on described connecting plate A and top plate B；
It is provided with through hole on described bottom plate A and buttcover plate；
Between described model A and Model B, the bolt by being arranged in through hole connects.
As optimization, being welded with gripper shoe A between described connecting plate A and connecting plate A, described gripper shoe A is all with upper
Laminate A, la m A and bottom plate A welding, be welded with gripper shoe B, described support between described connecting plate B and connecting plate B
Plate B all welds with top plate B, la m B and bottom plate B.
As optimization, between described connecting plate B and top plate B, it is welded with bearing diagonal.
As optimization, be arranged in parallel between described top plate A and bottom plate A, described la m A and top plate A and
It is obliquely installed between bottom plate A, be arranged in parallel between described top plate B and bottom plate B, described la m B and top plate B
And be obliquely installed between bottom plate B.
As optimization, described la m A and la m B is isosceles trapezoid.
As optimization, described fixed plate and buttcover plate are angle steel.
The invention has the beneficial effects as follows: compared with prior art, the one-time formed mould of a kind of steel structure base of the present invention
Tool, the mould of the present invention consists of four outer layer models, adjacent is bolted between the two, easy installation and removal, outward
Layer arranges multiple gripper shoe, it is ensured that the stability of structure, service life is long, and the mould of the present invention can realize steel structure base pier
Field fabrication, and one-shot forming, save the time, simple to operate effectively, can the most different size of basis
Pier arranges different size of mould, meets the demand of various model, substantially reduces the duration of engineering, and the basis produced
Pier quality is good, Stability Analysis of Structures.
Accompanying drawing explanation
Fig. 1 is the axonometric chart of the present invention；
Fig. 2 is the axonometric chart of model A of the present invention；
Fig. 3 is the left view of model A of the present invention；
Fig. 4 is the axonometric chart 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 B, 3 top plate A, 4 la m A, 5 bottom plate A, 6 connecting plate A, 7 gripper shoes A, 8 fixed plates, 9
Top plate B, 10 la m B, 11 bottom plate B.12 connecting plate B, 13 gripper shoes B, 14 buttcover plates, 15 bearing diagonals, 16 through holes, 17 spiral shells
Bolt.
Detailed description of the invention
As Figure 1-5, a kind of one-time formed mould of steel structure base, including model A1 and Model B 2, two models
A1 and two Model B 2 are spaced arranges the whole mould of composition, it is characterised in that: described model A1 include top plate A3, in
Laminate A4 and bottom plate A5, described top plate A3, la m A4 and bottom plate A5 pass through two connecting plate A6 be arrangeding in parallel
Welding together, described Model B 2 includes that top plate B9, la m B10 and bottom plate B11 are by two companies be arrangeding in parallel
Fishplate bar B12 welds together；
The bottom outside of described bottom plate A5 is welded with fixed plate 8；
Described bottom plate B11 two ends in the longitudinal direction are welded with buttcover plate 14；
It is provided with through hole 16 on described connecting plate A6 and top plate B9；
It is provided with through hole 16 on described bottom plate A5 and buttcover plate 14；
Between described model A1 and Model B 2, the bolt 17 by being arranged in through hole connects.
As optimization, being welded with gripper shoe A7 between described connecting plate A6 and connecting plate A6, described gripper shoe A7 is equal
Weld with top plate A3, la m A4 and bottom plate A5, between described connecting plate B12 and connecting plate B12, be welded with gripper shoe
B13, described gripper shoe B13 is all welded with top plate B9, la m B10 and bottom plate B11.
As optimization, between described connecting plate B12 and top plate B9, it is welded with bearing diagonal 15.
As optimization, it be arranged in parallel between described top plate A3 and bottom plate A5, described la m A4 and top plate
It is obliquely installed between A3 and bottom plate A5, be arranged in parallel between described top plate B9 and bottom plate B11, described la m
It is obliquely installed between B10 and top plate B9 and bottom plate B11.
As optimization, described la m A4 and la m B10 is isosceles trapezoid.
As optimization, described fixed plate 8 is angle steel with buttcover plate 14.
The casting method of steel structure base pier: first assembled by this mould, can pour at scene, it is possible at other
Suitably place pours, and four model loops, around assembling, form whole mould, and whole mould forms three layers, upper strata, middle level and
Bottom, consistent with the profile of foundation pier, first by the reinforcing bar of the horizontal positioned of installation two, mould in the bottom of mould before pouring
Being provided with the hole of correspondence on tool bottom, the two ends of reinforcing bar are clamped by bolt and mould bottom layer realization, when preventing from pouring, mould with
Reinforcing bar produces dislocation, prevents the destruction in the external world in course of hardening, strengthens the solidification quality of foundation pier, ensures base simultaneously
The structural stability of plinth pier.
In casting process, can select one-shot forming casting method, four reinforcing bars run through installed by the bottom at mould,
Two of which is mutually perpendicular to two other, and four reinforcing bars of bottom, for being horizontally disposed with, place four vertically on upper strata and middle level
The reinforcing bar arranged, fixes between the reinforcing bar being disposed vertically with the reinforcing bar of the horizontal positioned of bottom and is connected, by pouring, it is achieved basis
The reinforcing bar of the cross-distribution within pier, it is achieved the guarantee of foundation pier structural strength.After having poured, by mould release, by reinforcing bar
On Bolt dismantling, whole foundation pier completes, four reinforcing bar upper ends in the vertical direction of foundation pier by bolt equal
Connect and have boatswain chair, by the lifting movement of boatswain chair optimized integration pier, simple and convenient.
Steel structure base can directly use finished product, it is possible to concreting in site.
Independent type steel architecture basics can be produced, it is also possible to produce communication type steel structure base.
Steel structure base size, reconfigurable save, and can need production different size, the steel construction of shape according to different
Basis.
The all directions own centre line of mould, can find the center of steel structure base, it is ensured that the centre bit of foundation pier
Put.
Once watering, one-shot forming, integrated connection is more preferable, and performance is more preferably；Save manpower, time-consuming, save expense
About 30%；Winter can construct, and traditional forming method must water at least 3 times, and winter, weather was colder, it is impossible to construction, this
Bright realization is once watered, and error is little.
Mould consists of four outer layer models, adjacent is bolted between the two, and easy installation and removal, outer layer sets
Putting multiple gripper shoe, it is ensured that the stability of structure, service life is long, and the mould of the present invention can realize showing of steel structure base pier
Make, and one-shot forming, save the time, simple to operate effectively, can set by the most different size of foundation pier
Put different size of mould, meet the demand of various model, substantially reduce the duration of engineering, and the foundation pier matter produced
Measure, Stability Analysis of Structures.
Above-mentioned detailed description of the invention is only the concrete case of the present invention, and the scope of patent protection of the present invention includes but not limited to
The product form of above-mentioned detailed description of the invention and style, any meet a kind of steel structure base of claims of the present invention once
The mould of molding and any person of an ordinary skill in the technical field are suitably changed what it did or modify, and all should fall into this
The scope of patent protection of invention.
Claims (6)
1. the one-time formed mould of steel structure base, including model A(1) and Model B (2), two model A(1) and two
Model B (2) is spaced arranges the whole mould of composition, it is characterised in that: described model A(1) include top plate A(3), middle level
Plate A(4) and bottom plate A(5), described top plate A(3), la m A(4) and bottom plate A(5) be arranged in parallel by two
Connecting plate A(6) weld together, described Model B (2) includes top plate B(9), la m B(10) and bottom plate B(11) logical
Cross two connecting plate B(12 be arrangeding in parallel) weld together；
Described bottom plate A(5) bottom outside be welded with fixed plate (8)；
Described bottom plate B(11) two ends in the longitudinal direction are welded with buttcover plate (14)；
Described connecting plate A(6) and top plate B(9) on be provided with through hole (16)；
Described bottom plate A(5) and buttcover plate (14) on be provided with through hole (16)；
Described model A(1) and Model B (2) between connected by the bolt (17) that is arranged in through hole.
A kind of one-time formed mould of steel structure base the most according to claim 1, it is characterised in that: described connecting plate
A(6) and connecting plate A(6) between be welded with gripper shoe A(7), described gripper shoe A(7) all with top plate A(3), la m A
(4) and bottom plate A(5) welding, described connecting plate B(12) and connecting plate B(12) between be welded with gripper shoe B(13), described
Gripper shoe B(13) all with top plate B(9), la m B(10) and bottom plate B(11) weld.
A kind of one-time formed mould of steel structure base the most according to claim 1 and 2, it is characterised in that: described company
Fishplate bar B(12) and top plate B(9) between be welded with bearing diagonal (15).
A kind of one-time formed mould of steel structure base the most according to claim 1 and 2, it is characterised in that: described is upper
Laminate A(3) and bottom plate A(5) between be arranged in parallel, described la m A(4) and top plate A(3) and bottom plate A(5) between
Be obliquely installed, described top plate B(9) and bottom plate B(11) between be arranged in parallel, described la m B(10) with top plate B
(9) and bottom plate B(11) between be obliquely installed.
A kind of one-time formed mould of steel structure base the most according to claim 1, it is characterised in that: described la m
A(4) and la m B(10) be isosceles trapezoid.
A kind of one-time formed mould of steel structure base the most according to claim 1, it is characterised in that: described fixed plate
(8) it is angle steel with buttcover plate (14).
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 true CN106320357A (en) | 2017-01-11 |
| CN106320357B CN106320357B (en) | 2018-07-10 |
Family
ID=57742929
Family Applications (1)
| 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 |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106320357B (en) |
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 |
|---|---|
| CN106320357B (en) | 2018-07-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104746422A (en) | Bridge prefabricated hollow pier column post-poured connecting structure and construction method | |
| CN103388357B (en) | Shatter-proof, prefabricated steel tube shear Temperature Variation In Buildings of Mixed Structures thing | |
| CN211517947U (en) | Bridge case roof beam is prefabricated with shaped steel pedestal | |
| CN105002924A (en) | Hollow ground anchor cage base | |
| CN103243638B (en) | Bridge space radioactive concrete-filled steel tube bridge pier and construction method thereof | |
| CN103452350B (en) | Assembling electronic workshop and construction method thereof | |
| CN112177036A (en) | Height-adjustable modular prestressed fan foundation and construction method thereof | |
| CN204097864U (en) | A kind of bridge prefabrication hollow pier stud delay-pour joint structure | |
| CN100485137C (en) | Combined foundation of backstay type machinery apparatus | |
| CN107558483B (en) | A kind of construction method of building foundation that installing wallboard | |
| CN113718753A (en) | Anchorage underground diaphragm wall foundation assembled type mid-partition wall and construction method | |
| CN101806148A (en) | Construction method for concrete beam with U-shaped steel bar connecting joints | |
| CN113136946B (en) | Self-supporting assembly type seawater sea sand concrete frame structure and construction method | |
| CN2921109Y (en) | Mast type machinery equipment combined foundation | |
| CN214884632U (en) | Assembled shaped steel composite wall | |
| CN106320357A (en) | Steel structure foundation one-time-forming mold | |
| KR20100121865A (en) | Method for constructing building using prc integrating method | |
| CN107938845A (en) | A kind of concrete prefabricated assembling combining structures of FRP | |
| CN211773832U (en) | Hollow stainless steel-concrete-carbon steel tube concrete column base node | |
| CN210737452U (en) | Waterborne assembled berthing pier | |
| CN103397638A (en) | Tie bar for supporting system in high-rigidity integral prestressed fabricated foundation pit support | |
| CN203475599U (en) | Shock-proof prefabricated building of steel tube shearing wall composite structure | |
| CN204112858U (en) | The prefabricated enclosure wall of a kind of prestressed concrete | |
| CN109235709B (en) | Full cast-in-place outer wall structure of building | |
| CN108104265B (en) | Building frame adopting assembled welding-free prestressed beams |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |