CN205531317U - Assembled concrete shear wall structure adjustable tripod support system - Google Patents
Assembled concrete shear wall structure adjustable tripod support system Download PDFInfo
- Publication number
- CN205531317U CN205531317U CN201620208692.3U CN201620208692U CN205531317U CN 205531317 U CN205531317 U CN 205531317U CN 201620208692 U CN201620208692 U CN 201620208692U CN 205531317 U CN205531317 U CN 205531317U
- Authority
- CN
- China
- Prior art keywords
- tripod
- concrete shear
- support system
- shear wall
- wall structure
- 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
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses an assembled concrete shear wall structure adjustable tripod support system, through predetermine pre -buried hole on wall body both sides or inboard, through the bolt to draw or the bolt is connected pre -buried hole with the tripod, utilize two side wall body's self stable structrual installation tripod, it does the auxiliary stay and can form a complete stable support system to erect one row of independent bracing piece at two side wall body middle part, realized the stable support of superimposed sheet, but the wide application is in assembled concrete shear wall structure engineering. The utility model discloses simple structure takes and tears open portably, has reduced the cost of labor, the cost of manufacture is low, can have enough to meet the need the use, replaces the scaffold frame to support completely, has reduced use cost, utilize bracket and telescopic swing joint to make the regulation more accurate, the occupation space that the lower part was supported has been reduced, the follow -up work of being convenient for, make the materials utensil few, take that tear open and tower crane turnover material utensil saves time, shortened the time limit for a project.
Description
Technical field
This utility model relates to the technical field of assembly concrete shear wall structure, is specifically related to a kind of assembly concrete shear wall structure adjustable tripod support system.
Background technology
" assembling shear wall structure " is a type of " prefabricated concrete structure ", its definition is the prefabricated concrete structure that main bearing member shear wall, beam, plate are partly or entirely made up of precast concrete (prefabricated panel, composite beam, superimposed sheet), in practice of construction, find that traditional pin hand cradle seems cumbersome as superimposed sheet support system, does not embody the advantage of the efficient material-saving of assembled architecture.Time-consuming length is torn in taking of conventional floors support system open, turnaround speed is slow, expense of taking a lot of work material, use cost are high, it is impossible to meet the green construction requirements such as efficient, energy-conservation.Conventional floors support system is cumbersome in fabricated construction system, takies a large amount of tower crane time, affect the monolayer duration when using traditional pin hand cradle turnover material tool for the main fabricated construction relying on tower crane construction.Urgent need research and development match, the support system of high efficiency, low cost.
Utility model content
In order to solve above-mentioned technical problem, this utility model provides a kind of assembly concrete shear wall structure adjustable tripod support system, takies floor space little, it is simple to subsequent construction, shortens the duration, take and tear simplicity open, decreases material resources and human cost.
In order to achieve the above object, the technical solution of the utility model is: a kind of assembly concrete shear wall structure adjustable tripod support system, including body of wall, tripod, independent support bar and template frame, the top of two relative bodies of wall is respectively equipped with two row's embedded holes, is provided with row's independence support bar between two bodies of wall；The embedded hole of top is connected with tripod top by split bolt, is connected with tripod bottom by fixing bolt in the embedded hole of lower section；Being provided with independent support bar, tripod and independent support bar top between the tripod of two bodies of wall and be provided with bracket, all brackets are at sustained height；Bracket is provided with the template frame of grid-shaped, and template frame is provided with superimposed sheet.
As this utility model preferred embodiment, described tripod includes vertical component effect, horizontal part and the bearing diagonal portion being sequentially connected with, and described vertical component effect is provided with pulling eye and fixing hole, is connected pulling eye with split bolt, and fixing hole is connected with fixing bolt；Horizontal part is provided with sleeve, and sleeve is movably equipped with bracket.
As this utility model preferred embodiment, arranging 4-10 embedded hole and tripod on each body of wall, between body of wall, the quantity of independent support bar is 4-10.
As this utility model preferred embodiment, being provided with the mechanism of regulation height in the middle part of described independent support bar, the supporting mechanism of independent support bar bottom is folding supporting mechanism.
As this utility model preferred embodiment, described vertical component effect, horizontal part and bearing diagonal portion are made by channel-section steel.
As this utility model preferred embodiment, described sleeve passes horizontal part, and lower cartridge is fixed in bearing diagonal portion.
As this utility model preferred embodiment, described bracket top is provided with U-shaped jacking.
This utility model is by presetting preburied hole on the body of wall both sides or inner side of assembly concrete shear wall structure, embedded hole is connected with tripod to drawing or bolting by bolt, the stability structure utilizing both sides body of wall self installs tripod, set up in the middle part of the body of wall of both sides row's independence support bar do auxiliary support can form a complete stable support system, achieve the support stable to superimposed sheet, can be widely used in assembly concrete shear wall structure engineering.This utility model simple in construction, takes and tears simplicity open, decreases cost of labor；Cost of manufacture is low, can have enough to meet the need use, can replace scaffold support completely, reduce use cost；The flexible connection utilizing bracket and sleeve makes regulation more accurate；Decrease taking up room of lower support, it is simple to follow-up work；Make materials tool few, take and tear open and tower crane turnover material tool saves time, for relying on the fabricated construction of tower crane construction indirectly to play the effect of reduction of erection time.
Accompanying drawing explanation
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, the accompanying drawing used required in embodiment or description of the prior art will be briefly described below, apparently, accompanying drawing in describing below is only embodiments more of the present utility model, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is overall structure schematic diagram of the present utility model.
Fig. 2 is the structural representation of Fig. 1 intermediate cam frame and wall connecting.
Fig. 3 is the structural representation of the trapezoidal groove of Fig. 1 intermediate cam frame.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole embodiments.Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art are obtained under not paying creative work premise, broadly fall into the scope of this utility model protection.
A kind of assembly concrete shear wall structure adjustable tripod method for supporting, step is as follows:
Step one: arrange row's embedded hole on the body of wall top of prefabricated assembly concrete shear wall structure, vertically connects cast-in-place node according to construction requirement by the body of wall of assembly concrete shear wall structure and pours；On body of wall, absolute altitude, line setting arrange absolute altitude control line.
Arrangement and method for construction is customized according to construction requirement, on the body of wall top of prefabricated assembly concrete shear wall structure, one row's embedded hole is set, embedded hole distance body of wall distance topmost is 0.35m ~ 0.40m, the quantity of embedded hole arranges 4-10 according to construction requirement, is spaced 1.1m ~ 1.3m rice between general two embedded holes.Embedded hole is the split bolt hole being arranged on interior wall or the internal thread sleeve hole being arranged on exterior wall, split bolt is i.e. utilized to be connected with embedded hole on interior wall, exterior wall utilize internal thread sleeve be connected with embedded hole, in order to make whole method for supporting more stable, it is typically chosen interior wall and embedded hole is set, realize the connection with embedded hole by split bolt.Assembly concrete shear wall structure system vertically connects after cast-in-place node pours just next stacking plywood of Liftable when the wall body construction of layer, according to construction requirement, the body of wall of assembly concrete shear wall structure vertically being connected cast-in-place node to pour, being preferably maintained in four bodies of wall is topmost level.After having poured, absolute altitude control line is set at distance body of wall topmost one meter.
Step 2: shank of bolt is interted or bolt is in the embedded hole of two relative bodies of wall, install supporting pad and the nut not being fastenedly connected on shank of bolt.
According to the setting of embedded hole, the bolt that processing matches.When using the embedded hole of interior wall, embedded hole arranges split bolt, the nut matched with split bolt and pad.When using the embedded hole of exterior wall, embedded hole arranges internal thread sleeve, utilizes internal thread sleeve to be attached with embedded hole.The shank of bolt of split bolt or internal thread sleeve is installed the pad matched, and nut is installed on pad, but do not fasten between nut and shank of bolt, facilitate the follow-up installation to tripod.
Step 3: be mounted between pad and body of wall spatially by the tripod with trapezoidal groove, carries out tightening nuts after leveling, and utilizes fixing bolt to be fixed tripod bottom tripod.
Processing drawing according to tripod, by structural checking computation selected material model, is carried out the fabrication and processing of tripod by processing drawing.It is illustrated as a example by interior wall below, triangle support body is arranged on body of wall top, is fixed on pulling plug on body of wall to drawing by two subframe bodies through reserving hole with supporting nut pad, finds drawing installation tripod must carry out in body of wall both sides simultaneously in implementation process, must 2 ~ 3 people coordinate, inefficient.Therefore, to pulling eye, tripod and wall connecting being revised as trapezoidal groove, can install in place by split bolt bar in advance, nut be reinforced after falling to hanging over the space of nut and body of wall by tripod, and single can completing operates, and substantially increases work efficiency.Tripod carrying out tightening nuts after leveling, realizes the connection to tripod Yu body of wall by split bolt, and utilize fixing bolt to be fixed tripod bottom, it is stable for maintaining tripod relative to body of wall.
Step 4: mounting bracket in the sleeve on tripod, and regulate the jacking of all brackets at same level height.
Mounting bracket in the sleeve of tripod, utilizes the height of jackscrew bracket, and makes the jacking of all brackets at same level height.
Step 5: arrange an adjustable independent support bar of row between two bodies of wall, the jacking of independent support bar is on a horizontal line, and the jacking on the jacking of independent support bar and tripod is at same level height.
Independent support bar is arranged in the middle part of two relative bodies of wall, the most corresponding with the position of tripod, the most each independent support bar is arranged between two relative tripods, make tripod, independent support bar, tripod between one on, the convenient support to template frame.Therefore, between body of wall, the quantity of independent support bar is all 4-10 mutually with tripod.Independent support bar is adjustable, is provided with the mechanism of regulation height in the middle part of independent support bar, and the supporting mechanism of independent support bar bottom is folding supporting mechanism.
Step 6: on the jacking on independent support bar and tripod, template frame is built into grid-shaped, utilizes absolute altitude control pair template frame to carry out leveling.
Often arranging independent support bar and tripod constitutes three horizontal lines, 4-10 tripod constitutes the vertical curve of 4-10 and horizontal line, and template frame is made up of the Os Draconis lumps of wood, and the Os Draconis lumps of wood is arranged on jacking, makes template frame form grid-shaped, the convenient support to superimposed sheet.
Step 7: be placed on template frame after being lifted by superimposed sheet, carries out leveling absolute altitude by the height of regulation jacking to the height of superimposed sheet.
Height according to the absolute altitude control pair superimposed sheet on body of wall carries out leveling, is finely tuned the height of jacking by the jackscrew of bracket lower end, thus again regulates the flatness of superimposed sheet.The welding of tripod has to comply with design and code requirement, by Quality Inspector, tripod checks whether nut is reinforced firmly after installing；After superimposed sheet has lifted, Quality Inspector checks whether the Os Draconis lumps of wood is fully contacted with superimposed sheet, and whether leveling is consistent for absolute altitude, and the stability of support system；Preformed hole equal-specification, position and the quantity of prefabricated components should meet design requirement；The materials arrival of all tripod support systems is intended to carry out an acceptance inspection, and meets performance requirement and just can carry out construction usage；Pre-superimposed sheet is installed allowable dimension variation and is met national project regulation.
Can carry out the dismounting of tripod after the superimposed sheet intensity of layer reaches code requirement, the split bolt that tripod is directed through trapezoidal groove hole is removed, then is removed by bolt nut.Tripod, independent support bar lamp relevant material tool piles up battlement on discharging platform, goes to work layer with tower crane week.
A kind of assembly concrete shear wall structure adjustable tripod support system, as shown in Figure 1, Figure 2 and Figure 3, including body of wall 6, tripod 1, independent support bar 9 and template frame 4, the top of two relative bodies of wall 6 is respectively equipped with two row's embedded holes, is provided with row's independence support bar 9 between two bodies of wall 6；The embedded hole of top is connected with tripod 1 top by split bolt 7, is connected with tripod 1 bottom by fixing bolt 8 in the embedded hole of lower section；Being provided with independent support bar 9 between the tripod 1 of two bodies of wall 6, independent support bar 9 is adjustable, is provided with the mechanism of regulation height in the middle part of independent support bar, and the supporting mechanism of independent support bar bottom is folding supporting mechanism, easy disassembly and movement.Tripod 1 and independent support bar 9 top are provided with bracket 3, and all bracket 3 is at sustained height；Bracket 3 is provided with the template frame 4 of grid-shaped, and template frame 4 is provided with superimposed sheet 5.
Tripod 1 includes vertical component effect 103, horizontal part 102 and the bearing diagonal portion 101 being sequentially connected with, and only needs end to weld accordingly between vertical component effect 103, horizontal part 102 and bearing diagonal portion 101.Described vertical component effect 103 is provided with pulling eye 104 and fixing hole 105, is connected pulling eye 104 with split bolt 7, and fixing hole 105 is connected with fixing bolt 8.Fixing hole 105, less than the size to pulling eye 104, for being fixed tripod 1, adds the stability of whole device.Horizontal part 102 is provided with sleeve 2, and sleeve 2 is movably equipped with bracket 3.Connected by jackscrew between sleeve 2 and bracket 3, utilize jackscrew to fix, can be with the height of bracket 3 by jackscrew.
Preferably, vertical component effect 103, horizontal part 102 and bearing diagonal portion 101 are made by channel-section steel, convenient making, facilitate pulling eye 104 and the processing of fixing hole 105, sleeve 2 and the processing of horizontal part 102 junction simultaneously.
Being trapezoidal slotted eye to pulling eye 104, be trapezium structure to pulling eye 104 top, bottom is rectangular configuration, as it is shown on figure 3, match the trapezoidal slotted eye on pulling eye 104 top with the structure of split bolt 7.During construction, in advance split bolt 7 can be arranged in embedded hole, make vertical component effect 103 by pulling eye 104 bottom is penetrated split bolt 7, the trapezium structure on pulling eye 104 top is carried out direct clamping to the nut of split bolt 7, then the nut of fastening split bolt 7 is reinforced, finally utilize fixing bolt 8 that vertical component effect 103 bottom is fixed, single operation can be installed.Substantially increase work efficiency.
Preferably, sleeve 2 is through horizontal part 102, and sleeve 2 bottom is fixed in bearing diagonal portion 101.Bracket 3 top is provided with U-shaped jacking, and bracket 3 is for the Os Draconis lumps of wood of placing mold grillage 4, the convenient support to whole template frame 4.Template frame 4 is formed the Os Draconis of whole support by the Os Draconis lumps of wood, and template frame 4 is arranged over superimposed sheet 5, is used for supporting superimposed sheet 5.Sleeve 2 is connected with horizontal part 102, the fixing of bearing diagonal portion 101, adds its stability supporting bracket 3.
Assembly concrete shear wall structure system vertically connects after cast-in-place node pours just next stacking plywood of Liftable when the wall body construction of layer, this utility model utilizes this feature to arrange embedded hole on precast wall body, after layer wall column cast-in-place node pours, tripod bolt is fixed on body of wall both sides by embedded hole or inner side supports to drawing or bolting, in units of single room, the structural stability utilizing both sides, room body of wall self installs tripod to support superimposed sheet, erection independent strut together in portion's does auxiliary support and can form a complete stable superimposed sheet support system in a room, save space, it is easy to follow-up work construction.
Compared with traditional support system, this utility model man efficiency improves 41.67%, and the tower crane turnover used time reduces 52.17%, not by space, the undue restriction of tower crane, the installation of superimposed sheet supporting frame is set up and inserts in advance, install with partition wall and carry out the same period, directly improving the monolayer duration, effect is notable；In economic aspect remarkable benefit, material-saving low consumption, cost of manufacture is low, and the number of turnover is many, and direct saving cost, have also been obtained in terms of the duration and indirectly shorten in terms of artificial, the material.Assembly concrete shear wall structure adjustable tripod support system is a kind of support system combining the research and development of this structural system own characteristic, meets national green facade lighting.
The above; it is only this utility model preferably detailed description of the invention; but protection domain of the present utility model is not limited thereto; any those familiar with the art is in the technical scope that this utility model discloses; the change that can readily occur in or replacement, all should contain within protection domain of the present utility model.
Claims (7)
1. an assembly concrete shear wall structure adjustable tripod support system, including body of wall (6), tripod (1), independent support bar (9) and template frame (4), it is characterized in that: the top of two relative bodies of wall (6) is respectively equipped with two row's embedded holes, is provided with row's independence support bar (9) between two bodies of wall (6)；The embedded hole of top is connected with tripod (1) top by split bolt (7), is connected with tripod (1) bottom by fixing bolt (8) in the embedded hole of lower section；Being provided with independent support bar (9), tripod (1) and independent support bar (9) top between the tripod (1) of two bodies of wall (6) and be provided with bracket (3), all brackets (3) are at sustained height；Bracket (3) is provided with the template frame (4) of grid-shaped, and template frame (4) is provided with superimposed sheet (5).
Assembly concrete shear wall structure the most according to claim 1 adjustable tripod support system, it is characterised in that arranging 4-10 embedded hole and tripod on each body of wall (6), between body of wall (6), the quantity of independent support bar (9) is 4-10.
Assembly concrete shear wall structure the most according to claim 1 adjustable tripod support system, it is characterized in that, described independent support bar (9) middle part is provided with the mechanism of regulation height, and the supporting mechanism of independent support bar (9) bottom is folding supporting mechanism.
Assembly concrete shear wall structure the most according to claim 1 adjustable tripod support system, it is characterized in that, vertical component effect (103) that described tripod (1) includes being sequentially connected with, horizontal part (102) and bearing diagonal portion (101), described vertical component effect (103) is provided with pulling eye (104) and fixing hole (105), being connected pulling eye (104) with split bolt (7), fixing hole (105) is connected with fixing bolt (8)；Horizontal part (102) is provided with sleeve (2), and sleeve (2) is movably equipped with bracket (3).
Assembly concrete shear wall structure the most according to claim 4 adjustable tripod support system, it is characterised in that described vertical component effect (103), horizontal part (102) and bearing diagonal portion (101) are made by channel-section steel.
Assembly concrete shear wall structure the most according to claim 4 adjustable tripod support system, it is characterised in that described sleeve (2) passes horizontal part (102), and sleeve (2) bottom is fixed in bearing diagonal portion (101).
Assembly concrete shear wall structure the most according to claim 3 adjustable tripod support system, it is characterised in that described bracket (3) top is provided with U-shaped jacking.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620208692.3U CN205531317U (en) | 2016-03-18 | 2016-03-18 | Assembled concrete shear wall structure adjustable tripod support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620208692.3U CN205531317U (en) | 2016-03-18 | 2016-03-18 | Assembled concrete shear wall structure adjustable tripod support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205531317U true CN205531317U (en) | 2016-08-31 |
Family
ID=56781847
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620208692.3U Expired - Fee Related CN205531317U (en) | 2016-03-18 | 2016-03-18 | Assembled concrete shear wall structure adjustable tripod support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205531317U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649325A (en) * | 2016-03-18 | 2016-06-08 | 中建科技河南有限公司 | Adjustable tripod supporting system and method of fabricated concrete shear wall structure |
| CN106438942A (en) * | 2016-11-01 | 2017-02-22 | 中冶焦耐(大连)工程技术有限公司 | Protective cover for gear disc of external drive rotary distributor |
| CN107489279A (en) * | 2017-08-31 | 2017-12-19 | 上海建工七建集团有限公司 | Precast stair supporting apparatus and its application construction method |
-
2016
- 2016-03-18 CN CN201620208692.3U patent/CN205531317U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649325A (en) * | 2016-03-18 | 2016-06-08 | 中建科技河南有限公司 | Adjustable tripod supporting system and method of fabricated concrete shear wall structure |
| CN106438942A (en) * | 2016-11-01 | 2017-02-22 | 中冶焦耐(大连)工程技术有限公司 | Protective cover for gear disc of external drive rotary distributor |
| CN107489279A (en) * | 2017-08-31 | 2017-12-19 | 上海建工七建集团有限公司 | Precast stair supporting apparatus and its application construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105649325A (en) | Adjustable tripod supporting system and method of fabricated concrete shear wall structure | |
| CN103243654B (en) | Mounting method for steel anchor beam of cable-stayed bridge and assembly jig and cable bent tower mounting platform used in method | |
| CN201763002U (en) | Independent adjustable steel supporting device | |
| CN205531317U (en) | Assembled concrete shear wall structure adjustable tripod support system | |
| CN105926942A (en) | Construction method of combined aluminum/steel frame wood-plastic formwork system | |
| CN206971268U (en) | The working top plate mobile formwork body of underground pipe gallery | |
| CN107476583A (en) | A kind of concrete assembled building builds construction method | |
| CN203213591U (en) | Beam-free turbinate column cap structure template system | |
| CN205636516U (en) | Convertible template system of hollow concrete leaning tower | |
| CN214034901U (en) | Portable superimposed sheet strutting arrangement | |
| CN106013784A (en) | Angle iron frame template and construction method | |
| CN110565941A (en) | PC aluminum formwork system for prefabricated building and construction method thereof | |
| CN204098487U (en) | Gear-like curved wall pilaster template | |
| CN111188278A (en) | Jig frame structure, jig frame assembly and construction method | |
| CN104310234B (en) | Outer outstanding climbing tower crane support system | |
| CN106988520B (en) | Construction method and support system for high-rise suspension structure | |
| CN207609011U (en) | Assembled architecture agent structure | |
| CN202831621U (en) | Integrated slipform for silo concrete | |
| CN202831628U (en) | Combined type bailey frame load-bearing shelving for pouring large span concrete beam | |
| CN102251679B (en) | Construction method | |
| CN209907886U (en) | Adjustable assembled stair construction platform | |
| CN114319103A (en) | Steel shell concrete combined cable tower structure | |
| CN111456220A (en) | Single-face formwork supporting system for basement exterior wall and application method | |
| CN212561173U (en) | Mounting bracket and mounting structure | |
| CN205444489U (en) | Box curtain post and structure owner truss connection node |
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: 20160831 Termination date: 20190318 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |