CN1914381A - Method of constructing strip, foundations with longitudinal socket - Google Patents
Method of constructing strip, foundations with longitudinal socket Download PDFInfo
- Publication number
- CN1914381A CN1914381A CNA2004800416242A CN200480041624A CN1914381A CN 1914381 A CN1914381 A CN 1914381A CN A2004800416242 A CNA2004800416242 A CN A2004800416242A CN 200480041624 A CN200480041624 A CN 200480041624A CN 1914381 A CN1914381 A CN 1914381A
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- China
- Prior art keywords
- socket
- cast
- strip foundation
- groove
- longitudinal socket
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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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-
- 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
- E02D27/02—Flat foundations without substantial excavation
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A strip foundation with longitudinal socket is formed of pre-cast concrete socket components hanged within prepared trenches and integrally joined by concrete poured on site. The crane, supplied continuously with the pre-cast socket elements, moves along the trench side and it is assisted with only a few workers rigging and fixing holding/levelling devices to the pre-cast longitudinal socket elements and assisting to place them to hang temporarily over the trench. The socket elements are subsequently adjusted and levelled by features of holding/levelling devices being in sequel, incorporated permanently into the strip footings, through its protruding reinforcement, poured into the trench below them. Moving onwards along the trench, under conditions of no interruptions or any disturbance, the procedure is performed with approximate 1m/1 minute speed what means 60 meters per hour.
Description
Technical field
The present invention relates to the construction on the basis of steel concrete industry building or other resemble construction, and relate to the prefabricated component that some become the ingredient on basis particularly.
In relating in general to IPC classification E 02 D 27/00 on structure or basis, perhaps among class E 02 D 27/32 the field of the invention has been described more specifically.
Background technology
The present invention relates to the construction of special strip foundation, it has longitudinal socket (socket-groove), be used to have by the structure that gives support to a roof upright, the carrying wall that outrigger base constituted, have or do not have a long span building structure of middle floor framing.Particularly, the present invention relates to be used to build the method and apparatus on the above-mentioned basis of underground building.
In traditional foundation construction operation, building foundation is made of concreting, needs a couple of days and a lot of man-hour to finish.The present invention oversimplifies conventional processes significantly, and it is foreshortened to one day the operation that needs crane, some special equipments and several workmans, is used to prepare the task of the remarkable simplification on this basis.
At this conventional processes is carried out simple declaration so that compare with the present invention.At first, from excavate around the circumference of architectural planning to underground, to the groove of the following desired depth of frost line.In next step; build thin concrete cover in the bottom of groove; wait for that its hardening of concrete needs at least one day delay, to guarantee obtaining smooth and clean Surface, so that the welded wire fabric of strip foundation and the reinforcing rib of cannelure (or slot) can be set nattily thereon.After this, the concrete premixing car is transported to concrete the building site and builds the ground stripe board.Therefore, solidify before carrying out subsequent step, for again angel's concreting.After the hardening of concrete of strip foundation plate,, then finish reinforcing if do not carry out as yet before.In following step, side form is installed with the space between two thin-walleds of sealing longitudinal socket.At last, build slot and need several days solidify ready for holding wallboard so that concrete fully hardens.
Just can not finish simply man-hour with leveling accurately and comprise the length of longitudinal socket and thin lath at a lot of manpower of building site, wherein for example: promote a large amount of templates and with its leveling, reinforcing rib is set, divide two stage concretings (being respectively ground and slot), and other work, the problem that weather is relevant can postpone each step of construction process thus.
Compared with former method, in finishing the task of building the basis, have several advantages as the inventive method that substitutes of traditional cast in situs strip foundation.Because the needs of oversimplifying operation are always arranged, by should be with having accelerated conventional processes, and be transported to the precast concrete groove of building site by use, use suitable leveling of proper device and one-time-concreting and obtain the method for less expenditure of time.Therefore faster and more easy method provided by the present invention has feasiblely significantly been saved manpower and material, makes the less dependence weather condition of whole foundation construction process.
Summary of the invention
As previously mentioned, be overall goal of the present invention with building strip foundation economically fast, although identical method and apparatus can be used for building several dissimilar bases with the longitudinal socket that is used for the above-mentioned type structure.In order to support the purpose of this particular type structure, the typical case who is installed on the strip foundation is carried the wallboard assembled wall shown in Fig. 1.Elongated wallboard (1) is inserted in the groove of the longitudinal socket of the circumference of building, by the temporary transient leveling of wedge and fixing, the permanent fixation by the concrete in the gap between the thin-walled that is poured into wallboard and groove in the most common mode subsequently.
Therefore, the present invention attempts apace the precast reinforced concrete structure of this length is arranged on the groove, temporarily is suspended in this place and is fixed on the precalculated position by a plurality of positioners, assembles and accurately leveling up to owning (or part) member.As shown in Figure 2, will be provided with like this and the prefabricated component of held stationary forever is attached in the concrete of strip foundation of cast in situs, become a basic part.
In the most conventional frame system of prior art, the post or the framework of carrying roof/floor constructions are supported by independent foundation, and power and moment of flexure are passed to ground and concentrate thus.By system of the present invention, its deadlight is provided with continuously and loads along strip foundation, makes vertical force and moment of flexure transmit (per unit length distribution) very equably to whole basis.Compare with independent basis, because at the in essence lower pressure that reduces of concrete to ground contacting surface, so can vertical strip foundation be set the more shallow degree of depth, power and moment of flexure are along the also feasible thinner and wideer size that can use strip foundation of the continuous distributed of strip foundation length thus.
Guarantee the most accurately leveling common floor of fixed end wallboard and basic longitudinal socket needs that are connected, therefore in factory under stable environment, as accurate mould, have the instrument that is necessary at the three unities, and not rely on weather condition and it is built be favourable.
Use is transported to the receptacle unit of building in advance of building site and brings about before with the strip foundation concreting, accurately is provided with and the problem of the described receptacle unit of leveling along the whole groove that forms that is made of a plurality of this unit.Therefore, for finish whole slot and guarantee fitly to prepare, the accurate continuous cannelure of leveling flatly, used the positioner shown in Fig. 7.As shown in Figure 4, each prefabricated component is temporarily located by several such devices.By being arranged in such a way, a plurality of prefabricated components that are assembled into groove integral body are suspended in the channel bottom top with desired depth.The suspension longitudinal socket of Xing Chenging like this can be with the bottom of the end of adjacent members accurately near being provided with, thus make consistent each other can be by identical device leveling.With reference now to Fig. 4,, the adjustable length girder truss of location/levelling device (5) strides across groove and rests on two bearings (6), and wherein each bearing is provided with the hydraulic pressure lift forcing press that is used for the lifting/lowering leveling.All avoided the lateral inclination of prefabricated component in groove on two vertical rods of equal length by prefabricated component being suspended in advance.The fore-and-aft tilt of control member by the adherence pressure machine on the bearing.By the housing of hydraulic press and the roller between the seat cushion (support pad), make member moving axially and transverse translation.Lean against the housing of the bearing on the seat cushion by using hydraulic pressure or similar device to slide, and carry out the most accurate the moving horizontally on two horizontal directions.
As shown in Figure 2, for the suitable connection between the bar that obtains pre-cast socket element and cast in situs, the outstanding reinforcing rib from the bottom of prefabricated component of capacity must be set.Prefabricated component also must be provided with a certain amount of waling, thereby guarantees owing to the lifting and the transportation of member and stand in to cause little amount of deflection on the groove.After accurate leveling, this inserting slot construction that has temporarily hanged is built newly placed concrete, thus for good and all fixing.
Main purpose of the present invention provides a kind of basic component and the technology of the very big facility and the preparation of the building foundation that quickens described type.Realized other purpose by the feature of building the required manpower minimizing in basis that makes of the present invention.Be understandable that if prefabricated component has the length of about 12m, the finished product basis of building hundreds of rice length so every day only has several experienced operators just enough.Additional advantage is, can provide and be transported to the pre-cast socket element of task scene with quick assembling by one group, can combined in various manners and form the structure of prefabricated component of the basic layout of wide range.
The present invention can be applied to the foundation construction of large span industry and resemble construction particularly, although identical member and technology can be applicable to comprise any other building of similar type strip foundation.
Description of drawings
Fig. 1 is the phantom drawing of the typical building that supported by the strip foundation with longitudinal socket according to the present invention;
Fig. 2 is the sectional elevation on finished product basis, shows the prefabricated component of the ingredient that is combined into strip foundation;
Fig. 3 is the phantom drawing of prefabricated component;
Fig. 4 is the phantom drawing at foundation construction scene, shows construction process, and wherein current prefabricated component still is suspended on the crane, and is provided with in leveling and is arranged on location/levelling device in the groove before watering the strip foundation plate of underpin.
Fig. 5 is a sectional elevation, shows the construction process step, and wherein prefabricated component temporarily was suspended on the groove top by horizontal bolt and two up-and-down rods before hanging on girder truss again.
Fig. 6 is a sectional elevation, shows the construction process step, and the prefabricated component that wherein will temporarily be suspended on the groove top hangs on the girder truss of leveling before, waits for the concreting of strip foundation.
Fig. 7 is the phantom drawing of location/levelling device, shows its member of formation.
The specific embodiment
Figure 1 illustrates a kind of typical carrying, wallboard assembly structure, it is installed on the strip foundation with longitudinal socket as theme of the present invention.Generally speaking, be used to hold and support this basis of the structure of this particular type, comprise along the continuous longitudinal socket (3) of whole strip foundation (4) length.The vertical bearing plate (1) of the structure that gives support to a roof (also may support one or more middle floor slab structures simultaneously) is actually the cantilever column of thin-walled, broad moulding, sealing building interior, its lower end firmly is fixed in vertical basic slot (3), and its upper end freely leans on the floor building unit.
As shown in Figure 2, if replace build routinely will be in the foundation construction the most conventional cast in situs longitudinal socket of member consuming time build cast socket element (3) in advance, here be transported to the building site and also promptly be arranged in the ready groove, as shown in Fig. 4,5 and 6.As the first step, according to local edaphic condition and on-the-spot consideration, the circumference that centers on architectural composition excavates the groove (8) that has the preset width and the degree of depth below freezing line.Use suitable excavator to excavate wide and shallow groove.The sectional elevation of groove shape shown in Figure 2.In the very strong soil of adhesiveness, preferred groove shape can be shown in dotted line.Soil adhesion is more little, and the groove side surface that then needs to tilt more is to stop its slip.In Fig. 2, clearly, except extremely inadhesive soil, in most of the cases, can not need other side view thereby build strip foundation obtaining firm side, soil near channel bottom at this place.In case excavated groove, then the foundation construction operation of being supported by suitable device and skilled manpower can be carried out in the mode that continues fast by fewer purpose workman.
As shown in Figure 4, the crane (10) with suitable ability moves along groove side surface, and supplies the pre-cast socket unit (3) that transport vehicle (11) is delivered to the building site continuously to it.After crane, around about four workmans' of arrangements of grooves group will locate/levelling device is fixed on the prefabricated longitudinal socket unit.Therefore, the pre-cast socket unit (3) that still is suspended on the crane rope is equipped with two devices (5) respectively, and can stand in above the groove on the described device thus, and wherein the assistance by group is arranged on the pre-cast socket unit in the groove by crane.Be provided with like this finish after, remove crane rope and work and proceed to crane and obtain next member.The member (12) that has been arranged in this way in the groove passes through adjustment of location/levelling device and leveling by another group workman subsequently.In turn, after leveling group, new car mixed carry cement to pour in the groove of pre-cast socket element (13) below of suspension, as shown in Figure 4, form the ground of strip foundation (4), and combine securely with it by the projection reinforcing rib (3.3) of prefabricated component (3) according to Fig. 2.Then, in the mode of sketching above, along groove, the per 20 meters foundation length finished of operation need no more than 15 minutes (20 meters is the length of prefabricated unit).By such tissue, under the experienced operator assists, under the situation that not have interruption or any interference, operation in addition with about 1m/l minute speed promptly per hour 60 meters speed carry out.
More accurately operation is described according to order now, comprising the details of necessity.As shown in Figure 7, location/levelling device (5) comprises the length main truss longer slightly than groove width set a roof beam in place (5.1), it has extensible end (5.2), rests on be arranged on the groove both sides as shown in Figure 6 a pair of and regulates on the dimple (6.5) on bearing (6) top.Can by two people easily the lightweight truss (5.1) of carrying be used for frame at groove, supported and suspended in groove (8) pre-cast socket element (3) above its bottom.Two bearings (6) comprise the hydraulic pressure lift forcing press (6.1) that is arranged in the box hat (6.2) with increase base (6.3), are used for up/down and move, and wherein increasing base (6.3) can slide on two horizontal vertical directions.The increase base (6.3) of this housing rests on the seat cushion (6.4) by one group of roller, and the activity of described roller is limited in the mat area (here deliberately dispensing as less important emphasis of the present invention).Pre-cast socket element (3) is suspended on two rectangular horizontal bolts (7) of the rectangular opening (3.2) that passes on its both sides thin-walled.This rectangular opening (3.2) is used for substituting circular port and centers on its axis rotation to prevent bolt, makes thus to keep its plumbness when being assembled to prefabricated component (3).
This horizontal bolt (7) is suspended on two vertical rods (5.3), its vertically pass main truss set a roof beam in place (5.1) go up about in stride the hole of symmetry.The length of two bars (5.3) is adjustable, to realize the purpose of the desired height position of prefabricated component (3) above channel bottom.By two nuts (5.4) designated length of two vertical rods (5.3) between the desired level of the top of girder truss (5.1) and horizontal bolt (7) is fixed.By on two devices, simultaneously being fixed on certain level like this, hanging that prefabricated component does not transversely slantingly hang and get ready for leveling with nut (5.4).
As shown in Figure 3, for the purpose that promotes and operate, each prefabricated component comprises being arranged near its length 1/4th places and passes two pairs of holes, endoporus (3.1) and outer hole (3.2) of its thin-walled.This is used for prefabricated component is assemblied in crane rope to endoporus (3.1).As shown in Figure 4, be assemblied in the operation of endoporus (3.1) at bolt, crane upgrades prefabricated component from truck, then crane goes to channel side, suspension element (3) is remained on the hoist cable above groove, bolt (7) is passed two stomidiums (5.5) of two vertical rods (5.3) and the hole (3.2) in member (3) two walls up to the workman.Two vertical rods (5.3) (as previously mentioned, standing vertically this moment because rectangular shaped bolt prevents its rotation), crane little by little sinks to pre-cast socket element (3) in the groove, arrives in workman's hand up to the top of vertical rod.Then girder truss (5.1) is connected with two vertical rods (5.3) and fixes with it, and rest on the bearing (6) by nut (5.4).At this moment, prefabricated component (3) is suspended on two location/levelling devices that are supported on the groove both sides, it can be removed from crane rope.In order to guarantee to touch device, use the plate (15) that is located on the groove.
After being provided with temporarily and roughly, pre-cast socket element carries out accurate leveling.Before leveling, by along with perpendicular to its longitudinal axis at whole four bearings (6) member of mobile Set For Current simultaneously, and obtain its exact position.As previously mentioned, realize that by go up slider case base (6.3) at a seat cushion (6.4) this of each bearing moves.
Carry out the target of leveling by a pair of hydraulic press (6.1) at bearing (6) with the zero fore-and-aft tilt of realization prefabricated component (3).By effect simultaneously, the described a pair of forcing press (6.1) at the member two ends can raise or reduce its vertical-horizontal.If prefabricated component generation lateral inclination then drives single forcing press in a side of bar slightly to revise.The a plurality of longitudinal socket members that are suspended on the bar of She Zhiing have formed the pinpoint longitudinal socket that is used for whole basis like this, and it can be revised repeatedly up to reaching required accuracy.With wallboard vertical position install and the subsequent step of the construction of walls of leveling in, the accuracy of described longitudinal socket is very important.
At last, by the 3rd group of workman after the leveling group accurate leveling and the longitudinal socket of finishing that is suspended on above the groove are built green concrete so that it combines with ground, and finish vibration and floating work.The strip foundation of cast in situs (4) fills up the gap between prefabricated longitudinal socket (3) and groove (8) bottom, and wherein this longitudinal socket (3) firmly is suspended on apart from channel bottom a distance.After the hardening of concrete of strip foundation (4), remove lifting/levelling device (5).
Claims (3)
1. a wall that is used to hold and supports to be combined into by loaded plate, construction method with strip foundation of longitudinal socket, it is characterized in that described longitudinal socket is made of a plurality of pre-cast socket element (3), described pre-cast socket element (3) temporarily is suspended on location/levelling device (5), be positioned at around the top of the groove (8) of architectural planning circumference, up to finally adjusting and leveling by described location/levelling device (5), to form strip foundation (4), wherein said member (3) is combined in the described strip foundation (4) by outstanding reinforcing rib (3.3) with the after-pouring green concrete.
2. conduct as claimed in claim 1 has the pre-cast socket element (3) of important component of the described strip foundation of described longitudinal socket, it is characterized in that described cast socket element (3) comprises two pairs of endoporus (3.1) and two external holes (3.2), be used for joining purpose from crane rope to refilling of described location/levelling device (5).
3. location/levelling device as claimed in claim 1 (5), it is characterized in that comprising the main truss with expansion end (5.2) set a roof beam in place (5.1), it rests on a pair of dimple (6.5) of regulating bearing (6) top, the described bearing (6) of regulating comprises the hydraulic pressure lift forcing press (6.1) that is arranged in the box hat (6.2) with increase base (6.3), described base (6.3) rests on the seat cushion (6.4), can on the vertical direction of two levels, slide, wherein the horizontal bolt of two rectangular cross-sectional shape (7) is suspended on two vertical rods (5.3), described two vertical rods (5.3) vertically pass described main truss set a roof beam in place (5.1) go up about in stride the hole of symmetry, wherein the adjustable length (5.3) of described two vertical rods (5.3) between described girder truss (5.1) top and described horizontal bolt (7) is fixing by two nuts (5.4).
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/HR2004/000003 WO2005078198A1 (en) | 2004-02-12 | 2004-02-12 | Method of constructing strip foundations with longitudinal socket |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1914381A true CN1914381A (en) | 2007-02-14 |
| CN100529274C CN100529274C (en) | 2009-08-19 |
Family
ID=34856824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2004800416242A Expired - Fee Related CN100529274C (en) | 2004-02-12 | 2004-02-12 | Method of constructing strip, foundations with longitudinal socket |
Country Status (7)
| Country | Link |
|---|---|
| US (1) | US20080006003A1 (en) |
| EP (1) | EP1721048A1 (en) |
| CN (1) | CN100529274C (en) |
| EA (1) | EA009928B1 (en) |
| HR (1) | HRP20060296A2 (en) |
| TW (1) | TW200532076A (en) |
| WO (1) | WO2005078198A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818501B (en) * | 2009-07-29 | 2011-11-16 | 兰州理工大学 | Construction method of reinforced concrete foundation on top of large-scale trenched pipe culvert |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101550764B (en) * | 2008-04-06 | 2012-12-05 | 孙长顺 | Concrete pouring machine |
| AU2012282963B2 (en) | 2011-07-08 | 2016-10-20 | Contech Engineered Solutions LLC | Foundation system for bridges and other structures |
| US8925282B2 (en) | 2011-07-08 | 2015-01-06 | Contech Engineered Solutions LLC | Foundation system for bridges and other structures |
| MX358690B (en) | 2011-09-16 | 2018-08-31 | Goss Construction Inc | Concrete forming systems and methods. |
| ITPI20120001A1 (en) * | 2012-01-04 | 2013-07-05 | Alessandro Bertocchi | METHOD FOR THE PRODUCTION OF PUREE, OR JUICE, FROM FOOD PRODUCTS WITH HIGH CAPACITY AND MACHINE THAT ACTIVES THIS METHOD |
| US9695558B2 (en) | 2012-12-13 | 2017-07-04 | Contech Engineered Solutions LLC | Foundation system for bridges and other structures |
| WO2014093344A1 (en) * | 2012-12-13 | 2014-06-19 | Contech Engineered Solutions LLC | Foundation system for bridges and other structures |
| US11174614B2 (en) | 2017-08-14 | 2021-11-16 | Contech Engineered Solutions LLC | Metal foundation system for culverts, buried bridges and other structures |
| CN109505309B (en) * | 2019-01-07 | 2023-09-26 | 浙江大学城市学院 | Pipe gallery segment displacement system and pipe gallery installation method using same |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3228679A (en) * | 1963-08-08 | 1966-01-11 | Kansas Sheet Metal Co Inc | Apparatus for supporting conduits in trenches |
| US3207465A (en) * | 1963-09-13 | 1965-09-21 | Lawrence E Papin | Foundation form apparatus |
| JPH032422A (en) * | 1989-05-29 | 1991-01-08 | San Aroo Plan:Kk | Construction of foundation sill |
| FR2659592A1 (en) * | 1990-03-19 | 1991-09-20 | Hourdeaux Jacques | Modular mould for tank |
| GB2254099A (en) * | 1991-02-12 | 1992-09-30 | Robert Michael Sloma | Formwork apparatus. |
| AU717556B2 (en) * | 1996-07-17 | 2000-03-30 | Mose Monachino | A foundation element, methods for the construction of prefabricated structures including these elements, particularly prefabricated tunnels, and prefabricated structures made by these methods |
| FR2777923A1 (en) * | 1998-04-22 | 1999-10-29 | Philippe Blanc | Foundation module that is prefabricated |
-
2004
- 2004-02-12 US US10/588,819 patent/US20080006003A1/en not_active Abandoned
- 2004-02-12 WO PCT/HR2004/000003 patent/WO2005078198A1/en active Application Filing
- 2004-02-12 EA EA200601407A patent/EA009928B1/en not_active IP Right Cessation
- 2004-02-12 EP EP04710442A patent/EP1721048A1/en not_active Withdrawn
- 2004-02-12 CN CNB2004800416242A patent/CN100529274C/en not_active Expired - Fee Related
-
2005
- 2005-02-04 TW TW094103572A patent/TW200532076A/en unknown
-
2006
- 2006-09-11 HR HR20060296A patent/HRP20060296A2/en not_active Application Discontinuation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818501B (en) * | 2009-07-29 | 2011-11-16 | 兰州理工大学 | Construction method of reinforced concrete foundation on top of large-scale trenched pipe culvert |
Also Published As
| Publication number | Publication date |
|---|---|
| TW200532076A (en) | 2005-10-01 |
| WO2005078198A1 (en) | 2005-08-25 |
| EA009928B1 (en) | 2008-04-28 |
| EP1721048A1 (en) | 2006-11-15 |
| HRP20060296A2 (en) | 2006-10-31 |
| US20080006003A1 (en) | 2008-01-10 |
| CN100529274C (en) | 2009-08-19 |
| EA200601407A1 (en) | 2006-12-29 |
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Granted publication date: 20090819 Termination date: 20120212 |